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Home My WebLink About14-15548 CITY OF ZE HYRHILLS 5335-8T STREET (si3)�s -0020 15 48 BUILDIN PERMIT . �:�;�;r,�, °. , - `� -`= "._.. PERMIT INFORMATION '� °51 '�.� ` ' -LO�CATIO'N'91NFORMATION � Permit Number: 15548 Address: 39027 PARK DR Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12-26-21-0030-00100-0030 � -- - _T . . ,. . . - Improv. Cost: , . � ;�OWNER�INF.O.RMA7�ION°�,.:��.' � �'y-��"��`:�.-.. Date Issued: 8/11/2014 Name: KENNEDY, ADAM &ABIGAIL Total Fees: 82.50 Address: 39027 PARK DR � Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 8/11/2014 Phone: (727)804-8640 Work Desc: REROOF HALF SHINGLES / LOW SL PE EXISTING GARAGE :CONTRACTO`R S � APPLICATION:FEES ° ROOFSMITH OF TAMPA BA I C REROOF RESIDENTIAL 82.50 �� `' � �` , ,� Ins ections uired . �''-' ��.� �` � DRY IN ROOF INSP TAPE JOI S R O„�INSP FINAL � � • REINSPECTION FEES: Reinspection fees will comply w h Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one�of the following re sons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections no made when inspections called d) work not ready for inspection when called e) permit not posted on jo site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there ay be additional permits required from other governmental entities such as water managemen , state agencies or federal agencies. "Warning to owner: Your failure to record a notice o commencement may result in your paying twice for improvements to your property. If you intend to ob in financing,consult with your lender or an attorney before recording your n tice of commencement." � Complete Plans, Specifications Must Accompany Appli ation.All work shall be pertormed in accordance with City Codes and Ordinances. O OCCUPANCY BEFO C.O. CO RA S Al'URE PERMIT OFFI R PERMI EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ��`l�\ ��a�� w``� Roof. �� Sm� h �2.��.�,�_:.,.,,�:r_� August 11,2014 City of Zephyrhills Building Department 5335 8t'' Street Zephyrhills,FL 33542 RE: Permits To whom it may concern, Please accept this letter as authorization for the fol owing individuals to apply for and sign for pernut applications and issued permits on behalf o our corporation: Henry Allen Christopher M Queen Trevor McCarthy If you have any questions,please do not hesitate t contact me in our office. Thanks. Kevin M Bass CCC1330041 State of ��o��da County of ��`S�'JbY'ov. � The forgoing instrument was acknowledged before m this �l day of �a,t �l.S�- ,20 l4,by ��n �as5 (who is ersonall known to me or(who has pro uced, as identification), and who (did) ( 'd not take an oath. otary Signature:�---�,� �---- =o��°�q�n Notery Public State of Florida , Christopher M Queen r� •• o` My Commission EE115715 9'�ov eL�p Expires 09/13/2015 5670 West Cypress Street, uite A^'Tampa,FL 33607 (Ph)813- 19-0502 www.m roo smith.com / , �o U�'_' �' , ''nil�q. ` .'� ,t " --'!' �; City of Z phyrhills BUILDING PLAN VIEW COMMENTS � Contractor/Homeowner: Date Received: ��'�7 Site: ��D 27 J��IC�� Permit Type: �� /� ( � . Approved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑ � �` 1 This comment sheet shall be kept with the permit and/or lans. ', � �� . AUG 0 7 2014 Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) _ 813-780-0020 Fax-813-780-0021 City of Zephyrhills P rmit Application Building Dep rtment Date Received Phone Contact for Pe ittin Owners Name Abigail Kennedy Owner Phone Number 727-8�-$�� Owners Address 8949 Handel Loop�Land o Lakes FL Owner Phone Number Fee Simple Titleholder Name Sa`"e Owner Phone Number Fee Simple Titleholder Address same 39027 Park Drive—Zephyrhills,FL 33542 JOB ADDRESS LOT# 0030 SUBDIVISION �30 PARCEL IDp �Z'Z6-21-0030-00100-0030 , (OBTAINEDFROMPROPERTYTA%NOTICE) WORK PROPOSED e NEW cONSfR e ADD/ALT SIGN Q Q DEMOLISH INSTALL X REPAIR PROPOSED USE Q SFR Q COMM OTHER e ac e garage TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q Remove and replace roof system on existing garage 1/2 of roof is shingles,other have is low slope) DESCRIPTION OF WORK BUILDING SIZE S�FOOTAGE �$ HEIGHT �0'AFF �BUILDING $4,000.00 VALUATION OF TO AL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ QMECHANICAL $ VALUATION OF M CHANICAL INSTALLATION �GAS Q ROOFING Q SPECIALTY OTHER � FINISHED FLOOR ELEVATIONS FLOOD ZONE REA QYES NO BUILDER COMPAN RoofSmithofTampaBay,inc. SIGNATURE REGISTERE Y/ N FEE CURREA Y/N Address 5670 W Cypress Street,Ste A—Tampa,FL 33607 License# CCC1330041 ELECTRICIAN n/a COMPAN SIGNATURE REGISTER Y/ N FEE GURRE� Y/N Address License# PLUMBER o/a COMPAN SIGNATURE REGISTER D Y( N FEE CURRE� Y/N Address License# MECHANICAL n/a COMPA SIGNATURE REGISTER o Y/ N FEE CURREA Y/N Address License# OTHER �a COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N ' Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111 RESIDENTIAL Atfach(2)Plot Plans;(2)sets of Building Plans;(1)set of En gy Fortns;R-O-W Permitfor new construction, Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivi ions/large projects COMMERCIAL Atlach(3)complete sets of Building Plans plus a Life Safety age;(1)set of Energy Forms.RA-W Permit for new construclion. Minimum ten(10)working days after submiltal date. Require onsite,Construction Plans,Stortnwater Plans w/Silt Fence instailed, Sanitary Facilities 8 1 dumpster.Site Work Permit for ali new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW conslruction. Directions:• �'�^^^'ry^~^^��T^� �T^ ^T Fill out application completety Owner&Contractor sign back of application,notarized If over 52500,a Notice of Commencement Is required. (AIC upgrades ver 57500) " Agent(for lhe conlractor)or Power of Attomey(for the owner)would be so eone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoU urveylFOOtage) Driveways-Not over Counter if on public roadways..needs ROW A. NOTICE OF DEED RESTRICTIONS The undersigned understand that this pertnit may be subjed to"de d restrictions"which may be more restrictive than Counry regulations.The undersigned assumes responsihility for compliance with any appli ble deed resVic6ons. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONS BILITIES If the owner has hired a conUactor or contraetors to undertake w rk,he may be required to be licensed in accordance with State and local regulations. It the contractor is not licensed as required by law,bo the owner and contractor may be cited for a misdemeanor violation under State law. If the owner or intended contractar is uncertain which licensing requirements may apply for the intended work,he is advised to contact the Pasco County Building Inspections Division,Contrador Licensing Section,at(727)847-8009. Furthertnore,ii the owner has hired a conVactor or conUadors,he s advised to have the cronVactors sign portions of the"Contractor Block"of this application for which he will be responsible. If you as the er sign as the cantractor,you are indica5ng that you,rather than the conVador,are responsible for the work. If lhe conVactor wishes ou to sign as conVactor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco Coun C. IMPACT FEES/UTILITIES IMPACT AND RESOURCE RECOVER FEES The undersigned understands that Impad Fees and Resource Re very Fees may apply to the consVuc6on of new buildings,change of use in epsGng buildings,or e�ansion of epsting buildings. The unde igned also understands that such fees as may be due will be Ident�ed at the time of pertnitUng. It is fuAher understood that Impad Fees a d Resource Recovery Fees must be paid prior to recei�ing a"Certificate of Occupanc�'or final power release. If the project does not invotv a Certificate of Occupancy or final power release,the fees must be paid prior to permit issuance. Furthertnore,if Pasco Counry Wated ewer Impad Fees are due,it must be paid prior to permit issuance in accordance with applicable Pasco Counry ordinances. D. COPISTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as mended) If valuation of work is$2,500.00 or more,I certify that I,the appli t,has been provided with a copy of the Florida ConsWction Lien Law- Homeowners Profection Guide prepared by the Florida Departm nt of Agriculture and Consumer Aftairs. If the applicant is someone other than the owner,I certity that I have obtained a copy of the above- escribed document and promise in good faith to deliver it to the owner prior lo comme�cement. E. CONTRACTOR'S/OWNER'SAFFIDAVIT I certify that all the infortnation in this application is accurate and lhat all work will be done in compliance with all applicable laws regulating construcfion,zoning,and land development. Application is hereby made to obtain a pertnit to do work and ins allation as indicated. I certify that no work or installalion has commenced prior to issuance of a permit and that all work will be perfortned t meet standards of all laws regulafing constructian,County codes,zoning regulations,and land development regulations in the jurisdictian I also certiTy that I understand that lhe regulations of other govemment agenaes may apply to the intended work and tha[it is my resp nsibility to identify which actions I must take to be in compliance. Such agenaes indude,but are not limited to: • Department of Environmental Protection: Cypress hayh ads,we0and areas,enNronmentally sensitive lands,and watedwas[ewater treatment. pe s Southwest Florida Water Management Distric[:Welis, ress bayheads,wetland areas,and altering watercourses. • Artny Corps of Engineers: Sea walls,docks,and navig ble watenvays. . Florida Departrnent of Children and Family Services,En 'ronmental Health Unit: Wetls,wastewater Ireatrnent,and septic tanks. . U.S.Environmental Protection Agency: Asbestos abate ent. • Federal Aviation Authority: Runways. I understand that the following restrictions apply to the use of fill: . Use of fill is not allowed in Flood Zane"1/." • If fill material is to be used in Flood Zone"A,"it is un erstood that a drainage,plan addressing a"compensafing volume"wiil 6e submitted at the Ume of pertnitting which is prepared by professional engineer 6censed by the State of Fforida. . If fiil material is to 6e used in Flood Zone"A"in connecti n with a pertnitted bulding using stem-wall construction,I certify that fill will be used only to fill the area within the stem wall. • If fill material is to be used in any area,I certify that use of such fill will not adversety affect adIaceM properties. If use of fill is found ta adversely affeC adjacent properties,the owner may e cited for violating the condi6ons of the Buildng Pertnit issued under the attached permit application. For lots less than one(1)a which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to info the owner of the pertnitting condiGons set forth in this affidavit prior to commencing construction. I understand that a separate pertnit may be required for elecUical work,p mbing,signs,welis,pools,air conditioning,gas,or other installations not specficalty inGuded in the application. A pertnit issued shall be consWed to be a license to proceed vrith the wo and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes nor shall issuance of a pertnit prevent the Building Offi �al from thereafter requiring a correctian of errors in plans,construcbon,or violations of any codes.Every pertnit issued shall 6ecome invalid unless th work authorized by such pertnit is commenced evithin six months of permit issuance,or if work authorized by the pertnit is suspended or abandone for a period of six months after ihe Ynne the work has comme�ced. M extension in writing,may he requested from the Building Official for a period not to exceed ninety(90)days and will demonsVate justifiable cause for the extension. if work ceases for nineiy(90)consecutive days,the job is consid red abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C MMENCEMENT MAY RESULT IN PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING,CO SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO710E OF COMMENCEM T. SIGNATURE: � SIG OWNER G NT CONTRACTOR STATE OF FLORIDA STATE OF F ORIDA courvrr �AS Cr'� couNn Hillsborou�h � The foregoing instrument was aclSn}wledged before me this--�u�r The foregoing instrument was acknowledged before me this (date),by ��(�A 1 L !C�n1N��1� (date),by �� '�� (name of person acknov�A d i who is persona nown to me or who (name of persan acknowledging),who is oersonallv known to me or whn has produc d�/�o��a has produced �L � � 1 V l C /V�f'cl (tvpe af (type of _ id ntifi a_��_n�i.a_�n" , identfiption)as iden'hfication. �;�:';'�,P,. MP,RILOU I.LARSON A ��,ar o�� I/,':��% rIISSion,#EE 152656 � NO�rY Public �='`�,:' �I�� NOTA �l Ch�i State of Flprida ��';°•i:::a,P;`�UIreS�� „ �,f' eal: � . 8 � �f;r;g;^„�' EandeiihraTroyFanlasuroceAOu-?857019 MyCommfssio�n Qu�n y '�o�f�� Ex EE115715 ,�..,,�.x,-��-��`s'm' p(rea 08H3/2016 wpdata/bcs/forms/buildingpermitapplica6on�c93043032 .:��G� � �Rev.B/8/11 _ �� \�� , . `'t�� ROOf. �t:, Sf'1"11 �'1 LK�n:-i�y j B«x,�J�L-a.cca August 2, 2014 � City of Zephyrhills—Building Department Attn: Contractor Certification 5535 8th Street Zephyrhills, FL 33542 To whom it may concern, Please find this letter as authorization for the f llowing individuals to be authorized to sign and pick up permits on behalf of this corp ration: Henry Allen Trevor McCarthy Christopher Queen If you have any questions or require any addit'onal information, please do not hesitate to contact us in our office. Kevin Bass CCC1330041 State of �►or;da County of ��t�bcfo�. � The forgoing instrument was ackno ledged before me this 2. day of �e��s.�- , 20t'�by �y, (who is personally known to me) or (who has produced as identification), and who (did)�did not) take an oath. Notary Signatur : �., __�. ,�� Printed Notary ame: 1?/x;' �-- ,(� t�� =o�°�i4� NoWry Public State of Florida . Christopher M Queen 5670 West Cypress Street,S ite A^'Tampa,FL 33607 � -o�o` My Commission EE115715 or�. Expires 09/13/2015 (Ph)813-4 9-0502 www.m roo mith.com i iiiiii ii�ii iii�i iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii � 2014121922 Penntt No. arcel ID No �2-26-21-0030-00100-0030 NOTICE OF CO MENCEMENT State of Florida ounry of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to rtain real ptoperty,and in accordance with Chapter 713,Florida Statutes, the foilowing iMortnaGOn is pro�ided in fhis Notice of Comme�cement: 7. Desaiption of Property: Parcei Identification No. 12-26-21 0030-00100-0030 Street Address: 39027 Park Drive�Zephyrt►ills,FI. 2. General Description ot Improvement Remove eacistin roof embrane and re lace with combination of SBS Modified and hatt shin es. 'Rept:1619960 Rec: 10.00 DS: 0.00 IT: 0.00 3. owner information or l.essee infarmation ff the�essee contracted r the improvement 07/31/14 L. Korb, �pty C 1 erk Abi il Kenned Name 8949 Handel Loo Land O Lakes FL Address Cily Sfate Interest in Pmperty: Fee Simple PRULR S 0'NE I L,Ph D PRSCO CLERK & COMPTROLLER 07/31/14 03•25 m 1 of^1 Name of Fee Simple TiUeholder. �a OR BK ��5 /�� Qf d'AFereMirom Owner listed a ove) PG i Address � City State 4. Contractor. Roof�mith of Tampa Bay,Inc. � 5�'0 West ress Street,Ste A Tampa FL Address City State Cantradors Telephone No.:813�19-0502 5. Surety: �a Name Address City State Amourrt of Bond: $ Telephone No.: 6. Lender. �a Name Address City State Lenders Telephone No: 7 Persons within the State of Florida designated by the owner upon whom notices or other doaunents may be served as provided by Sedion 773.13(1)(a)(�,Fbrida Statutes: I Name Address City S1ate Telephone Number of Designated Person: 8. In addidon to himself,the owner designates �{__ to receide a co y of the L�rrofs Notice as provided in SecUon 773.13(7)(b),Florida Statutes. Telephone Number of Person or Enfity Desfgnated by Owner. 9. E�i�afion date of NoBce of Commerwemetd,(the.e�iration aa may not be before Ute completion of consWdion and final payment to ttie contractor,but will 6e one year irom the date of�ecoMfng unless different date is speafied): WARNING TO OWNER: ANY PAYMENTS MADE BY THE O ER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C TER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE RST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WRH YOUR LENDER OR AN ATTORNEY BEFORE COMMEN ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I dedare that I have read Uie foregoing otice of commencement an that the fads sfated therein are true to the best af my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO ig aWre of er r L ,or Ovmers or or¢ed dDiredadP er anager c�wner Sig atarys TNe/Office The foregoing InsUument was aGmowtedged before me lhi�Y'�ay o (1L 20��6y ��l7�-��L ��K//�'(L✓J y as �� (type of authority,e.g.,officer,tnu e,attomey in fad for n e af parly on behalf of whom i t was executed). Personally Known❑Qq Produced Identification QL� No ry Signature � Type of Identification Produced„JJ L-. 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' e e � � t B ��-vp-- .-aL. � s°�'��r4` t� . - ��'• `- �� FIO�da D2�(ImentO( BCIS Home� Log In � User Reglstration� Hot Topfcs �Submit Sur harge �Stats&Facts �Publications �FBC Staff �BCIS Site Map �Lfnks �Search � Busines _, o,, Professi��al ��Pt "��Product Approval �'/ USER:Public User Regulation Product Aooroval Menu>Product or Aoolicadon Search> II i Li >AppliwNon Detalt FL# 10124-R11 ��'•"' '^' Application,Type evision Code Version O10 Application Status pproved Comments Archived C� Product Manufacturer AF Address/Phone/Email 361 Alps Road ayne,NJ 07470 ( 73)872-4421 I ndarefth@trinityerd.com Authorized Signature eth McSorley I ndareith@trinityerd.com Technical Representative eth McSorley Address/Phone/Email 361 Alps Road-Bldg 11-1 ayne,NJ 07470 ( 73)872-4421 McSorley@gaf.com Quality Assurance Representative Address/Phone/Email Category oofing Subcategory sphalt Shingles Compliance Method valuation Report from a Florida Registered Architect or a Licensed lorida Professional Engineer ] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who obert Nieminen developed the Evaluation Report Florida License E-59166 Quality Assurence Entity L LLC Quality Assurance Contract Expiration Date 5/03/2015 Validated By ohn W.Knezevich,PE � Validation Checklist-Hardcopy Received Certificate of Independence L10124 Rl l COI Trini ERD CI-Nieminen-2013. df Referenced Sfandard and Year(of Standard) tandard Year STM D3161(Class F) 2006 ASTM D3462 2007 ASTM D7158(Class H) 2007 AS 107 1995 Equivalence of Product Standards http://floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDquracBeVCbdMQNZ... 2/13/2014 Flo�ida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method ethod 1 Option D Date Submitted 8/29/2013 Date Validated 8/29/2013 Date Pending FBC Approval 9/08/2013 Date Approved 0/18/2013 Summary of Products FL# Model,Number or Nam Description 10124.1 GAF Asphalt Roof Shingle Fiberglass reinforced 3-tab,laminated,5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 Rl l II er082913FINAL GAF Asphalt Approved for use outside HVHZ:Yes Shinqles FL10124-Rll.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure:N/A Created by Independent Third ParLy:Yes Other:Refer to ER,Section 5. Evaluation Reports FL10124 Ril AE er082913FINAL GAF Asphalt Shin les FL10124-R11. df Created by Independent Third Party:Yes 6 ck Next Contact Us 1 40 North M nr e Stree[Tailahassee FL 3239 Phone:850-487-1824 The State of Florida is an AA/EEO employer C ri h 2007-201 State of Florida. Privacv Statement::Accessibilitv Statement::Refund Statement Under Florida law,email addresses are public recards.If you do not want your e-mail address released in response ta a public-records request,do not send elec[ronic mail to this entity.Instead,contact the o�ce by phone or by traditionai mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective Oct ber 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department with an emaii address if they have one.The emails provided may e used for o�cial communfcation with the Iicensee.However email addresses are public record.If you do not wish to supply a personal address,please p ovide the Department with an email address wh(ch can be made availabie to the public. To determine if you are a li ensee under Chapter 455,F.S.,please click here. Pr duct Approval Accepts: � � eCt�cA � SCCUCtt\'1S FT/tIC.1' http://floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDquracBeVCbdMQNZ... 2/13/2014 � ,rA��.;'��, EXTERIOR RESEARCH & DESIGN, LLC. ' t'• Certi�cate ofAutho�ization #9503 �'�,��i� �w ��I� 353 CHRISTIAN STREET, UNIT #13 K �ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R13 1361 Alps Road, Building 7-3 FL10124-R11 Wayne, N] 07470 Date of Issuance: 01/03/2008 Revision 13: 08/29/2013 SCOPE: This Evaluation Report is issued under Rule 9N-3 a d 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 p oducts described herein have been designed to comply with the 2010 Florida Building Code section noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accorda ce with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report i valid until such time as the named product(s) changes, the referenced Quality Assurance docum ntation changes, or provisions of the Code that relate to the product change. Acceptance of this valuation �teport by the named client constitutes agreement to notify Robert Nieminen, P.E. if t e product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number pr ceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any port on of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTIOiV: Upon request, a copy of this entire E aluation Report shall be provided to the user by the manufacturer or its distributors and shall b available for inspection at the job site at the , request of the Building Official. This Evaluation Report consists of pages 1 through 5. ' Prepared by: ,��1��«„ -- `'�ty�•��'��',�:: :Q;y��a;:�,�y., I ��C�,MO-S?rc.R fS��' _ - � The facsimile seal appearing was authorized ��.=-.,q;.-_pF:,;4 c by Robert Nieminen,P.E.on OB/29/2013 ,��_. ��::,c Thfs does not serve as an electronlcally sfgned ,•'+ 6`''•:=„;.••'�='•'� document. Slgned,sealed hardcopies have been � ROb@I't �.M. Nieminen, P.E. � ��s3/�\a<��``' transmitted to the Product Approval Adminlstrator and � Florida Registration No. 59166, Florida DCA ANE1983 `•'�""'�""`�d to tne named cuent � CERTIFICATION OF INDEPENDENCE7 1. Trinity�ERD does not have, nor does it intend to acquire or w II 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 anufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial in erest 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 financi I interest in any other entity involved in the approval process of the product. f.�,. ✓r—. � �,,�"J �`�� TRINITY ERD � ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof hingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordanc with the following Standards. Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein. 2. STANDARDS: Section Propertv Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161,Class F 2006 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158,Ciass H 2O07 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Enti Examination Reference Date GAF(PDM 1915) Letter of Equivalency SeaI-A-Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-OSO-02-01 OS/25/Z005 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 Ol/21/2013 I UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 O1/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 O1NK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 OSNK9226 OS/21/2001 UL(TST 1740) ASTM D3161 O1NK37122 12/18/2001 UL(TST 1740) ASTM D3462 O1NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TA5 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 OS/06/2005 UL(TST 1740) ASTM D3161 04NK22009 OS/09/2005 , UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/O1/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 � UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/O1/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/O1/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 ' UL(TST 1740) ASTM D3161,D7158,D3462 lOCA35554 03/OS/2010 UL(TST 1740) ASTM D3161,D7158,D3462 lOCA13686 OS/15/2010 UL(TST 1740) ASTM D3462 lOCA07�64 OS/27/2010 UL(TST 1740) ASTM D3462 lOCA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 lONK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 lONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 O1/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 SOCA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-Ri3 Certifrcate ofAuthorization#9503 FL10124-R31 Revision 13: 08/29/2013 Page 2 of 5 j,-� ---. �� `��TRINITY ERD Entitv Examination Reference Date UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC. (TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL,LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(QUA 9625) Quality Control Inspection Report,File No. R21 05/03/2013 4. PRODUCT DESCRIPTION: � 4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Sequoia lR, Grand Slate, Grand Slate II, Monaco, Sienna, Timberline American Harvest, Timberline ArmorShield II, Ti berline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD, Timberline Cool Series, Timberline Ultra HD and Woodland are fiberglass reinforced, laminated asphalt r of shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab sphalt roof shingle. 4.4 SeaI-A-Ridge, SeaI-A-Ridge Armorshield SeaI-A-Ridge IR and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge aspha t roof shingles. 4.5 Pro-Start Starter Strip Shingles and We therBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in th HVHZ. 5.2 Fire Classification is not part of this E aluation Report; refer to current Approved Roofing Materials Directory for flre ratings of this roduct. 5.3 Wind Classification: 5.3.1 All GAF shingles noted herein are Cias ified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to asa = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this ind rating. 5.3.2 All GAF hip & ridge shingles noted h rein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D31 1, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mp (V„ir = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to xposure category B or C and a building height of 60 feet or less. Calculations by a qualified esign professional are required for conditions outside these limitations. Contact the shingle ma ufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall ave quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N- . Exterior Research and Design, LLC. Evaluation Report 01506.01.08-Ri3 Certificate ofAuthorization#9503 FL10124-Ril Revision 13: 08/29/2013 Page 3 of 5 �\ �� `� TI�If�IITY I E�D a 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to G F and shali hold current Florida Statewide Product Approval, or be Locally Approved per ule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.Z.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro-Start Starter Strip Shi gles and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current p blished instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall omply with the manufacturer's current published instructions, using minimum four (4) nail per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia lR, Grand Slate, Grand Slate II and Woodland require minimum five (5) nails per shingle. ➢ Slateline requires minimum six (6) n ils per shingle. 6.3.2 Fasteners shall be in accordance with ma ufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are n t permitted. 6.3.3 Where the roof slope exceeds 21 unit vertical in 12 units horizontal, special methods of fastening are required. Contact the shin le manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of SeaI-A-Ridge, SeaI-A-Rid e Armorshield and SeaI-A-Ridge IR asphalt shingles shall comply with the manufacturer's c rrent published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel`�Loctite PL S30 Roof& Flashing S alant". ''s' sfl�u,�,� �� f2�J2nm;� 1• gflllomo [25 nr.i) y�tn� Ef1(�trit5� �:'C%1Ci1� � �� _ I_"___ '_____ _ '._ ' Y311 Caws 12� C;oue� �3C5 rnmj r.• '�mmt 12' (3D5 mrn}�� Exterior Research and Design,LLC. Evaluation Report 01506.01.08-Ri3 Certi�cate ofAuthorization#9503 FL10124-R11 Revision 13: 08/29/2013 Page4of5 . � . ��f� ,, � � � `�f TRIi�lIT1�C ERD 6.4.2 Installation of Timbertex Hip and Ridge a phalt shingles shall comply with the manufacturer's current published instructions with a mini um two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 un Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 1°� Seatont �• f2B2 rnmi 1' Snlinn�a (25 nm} f25 mn} cnd�itd'dta e:td I. .i _�__ _ ___ _ �__ _ ___ _ ya7 ^�q l7� Goucr (305 cr�n) 9' (2YJ mm► 12' {9J5 mm) 6.4.3 Fasteners shall be in accordance with th manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples re not permitted. 7. LABELING: 7.1 Each unit shall bear a permanent label w th the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agen y noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905. .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 hich plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 - END OF EVAL ATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R13 Certifcate ofAuthorization#9503 FL10124-Rii Revision 13: 08/29/2013 Page 5 of 5 �ii- �Florida Building Code Online Page 1 of 2 ' ,. F,. - . , a _.; .�:_�.��;y : ,�. - y,�;, ..�.�,�; - !%l:..R''2i.nl';1,.:yiS!ti��fFY� � ��lt w *3 ''�� a�`4�"/�/C� r '�y_�I '1�� r• o'-��-.�'.Ll1��Jlti.7`J 1,:r-� '=�µ81^ �� ° o. �� „ . � . - 4�� '`%.�k`� �� =•rrL�'� • � . ..; �� -� �. ,.,.. . ,,..� _ . ,. - . , _-.., � ��:.. Florida Department� BCIS Home ; Log In ; User Registration y HotTOpics i Submit Surc arge � StaLS&Facts E Publications j FBC Staff j BCIS Site Map ; Links j Search ; Busines ( � Professi nal �=`_°�I USER:Pu�tuApproval Regulation Produd Aooroval Menu>Product or Aool(cation Search>Aoolitation List>Appliwtion Detall 4,r,;_rol'�'^I�it:i5 " { FL# FL 569-R7 L.."�^+'��L.�,�� Application Type R vision Code Version 2 10 Application Status A proved Comments Archived r Product Manufacturer S prema,Inc. (Canada) Address/Phone/Email 1 40 rue Haggarty D ummondville,NON-US 00000 ( 19)478-2400 Ext3327 m mathieu@soprema.ca Authorized Signature M rc-Etienne Mathieu emathieu@soprema.ca Technical Representative M rc-Etienne Mathieu Address/Phone/Email 1 88 Jean-Berchmans-Michaud D ummondville,NON-US 00000 ( 19)478-2400 Ext3327 emathieu@soprema.ca Quality Assurence Representative J an-Francois Cote, Ph.D. Address/Phone/Email 1 40 rue Haggarty rummondville ( 88)811-3145 Ij ote@soprema.ca Category oofing Subcategory nderlayments i Compliance Method aluation Report from a Florida Registered Architect or a Licensed orida Professional Engineer i�� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed obert J.M. Nieminen the Evaluation Report Florida License E-59166 Quality Assurence Entity L LLC Quality Assurance Contrect Expiretion Date 1/30/2014 Validated By ohn W. Knezevich,PE J Validation Checklist-Hardcopy Received Certificate of Independence L2569 R7 COI 2014 04 COI Nieminen. df Referenced Standard and Year(of Standard) n r Year STM D1623 2009 STM D1970 2001 STM D6163 2000 STM D6164 2005 FM 4474 2004 FRSA/TRI 07320 Z005 AS 103 1995 TAS 110 2000 http://floridabuilding.org/pr/pr_app_dtl.aspx?param GEVXQwtDqsKQFEnckB108Erx1U... 7/9/2014 Florida Building Code Online Page 2 of 2 , Equivalence of Product Standards Certified By Sections from the Code Product Approval Method M thod 1 Option D Date Submitted 0 O1/2014 Date Validated 0 02/2014 Date Pending FBC Approval 0 /06/2014 Date Approved 0 /23/2014 Summa of Products FL# Model,Number or Descripti n Name 2569.1 Soprema Roof Self adher ng roof underlayments Underlayments Limits of Use Installati n Instructions Approved for use in HVHZ:No FL2569 7 II Z014 04 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- Approved for use outside HVHZ:Yes R7.odf Impact Resistant:N/A Verified B : Robert Nieminen,P.E. PE-59166 Design Pressure:+N/A/-90 Created Independent Third Party:Yes Other: 1.)Refer to ER Section 5 for Evaluatio Reports Limits of Use.2.)The design pressure FL2569 7 AE 2014 04 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- noted herein pertains to underlayment R7.odf systems used beneath adhesive-set tile Created y Independent Third Party:Yes systems. Refer to ER Section 5.5.4 for details. Back Plext Contad Us::1 40 N h Mo S ree[T Ilahassee FL 323 Phone:850-487-1824 The State of Florida is an AA/EEO employer ri h 07-201 ta of FI rida ::Privacv Statement::AccessibiliN Statement::Refund Statement Under Florida law,email addresses are public records.If you do n want your e-mail address released in response to a public-records request,do not send electronic mail to this entity Instead,contact the o�ce by phane o by traditional mail.If you have any questlons,please contact 850.487.1395.'PUrsuant to Sec[fon 455.275(1),Florida SUtutes,effec[ive October 1,2012,Iicen ees Iicensed under Chapter 455,F.S.must prov(de the Department wi[h an email address if they have one.The emails provided may be used far official commu ication with the licensee.Hawever email addresses are public record.If you do no[wish to supply a personal address,piease provide the Department wi[h an ema I address which can be made available to the public.To determine if you are a Iicensee under Chapte 455,F.S.,please click here Pr duct Approval Accepts: „ � EChtk � JCCURL\'?IITIIIC� � I http://floridabuilding.org/pr/pr_app_dtl.aspx?param GEVXQwtDqsKQFEnckB108Erx1U... 7/9/2014 � j��••,,r'��1, EXTERIOR RESEARCH & DESIGN� LLC. , �"�� Certificate ofAuthorization #9503 '`�a�i TRINITY ERD 353 CHRISTIA OXFORD,�CT I 6478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Soprema, Inc. Evaluation Report S18010.06.09-R5 1640 rue Haggerty FL2569-R7 Drummondville, Quebec 72C 5P8 Date of Issuance: 06/15/2009 Canada Revision 5: 04/30/2014 SCOPE: This Evaluation Report is issued under Rule 61 20-3 and the applicable rules and regulations governing the use of construction materials in th State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for u e of the product under the Florida Building Code and Florida Building Code, Residential Volume. T e products described herein have been designed to comply with the 2010 Florida Building Code sect ons noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with t e requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report �s 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 valuation Report by the named client constitutes , agreement to notify Robert Nieminen, P.E. if he product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number pr ceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any po ion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire aluation Report shall be provided to the user by the manufacturer or its distributors and shall b available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 throug 8. Prepared by: ,.��v«��o«�.,,,,,; . Pt'�•;:;;�%% I��J� ��i ,%:.` �.\0 3�1•6 ft��i :t- - � ` ' The facslmile seal appearing was authorized �r,;_�r,n-?�;6=;;�U: by Rabert Nfeminen,P.E.on 04/30/2014 '' F,, - *.�-� This does not serve as an electronlcally signed ', ��ti:..•±;•�' Robert ].M. Nieminen, P.E. �':�,s�;��a�4'',:•`• tan m tted to the Product Aardcopies have been • i�� pproval Adminfstrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named cllent CERTIFICATION OF INDEPENDENCE: 1. Trinity�ERD does not have, nor does it intend to acquire or ill 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 anufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial in erest 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 financi I interest in any other entity involved in the approval process of the product. (�� 1 :�i, ��ININ ERD I ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlaymen s, as produced by Soprema, have demonstrated compliance with the following sections of the Flo ida Building Code through testing in accordance with the following Standards. Compliance is subjec to the Installation Requirements and Limitations / Conditions of Use set forth herein. , 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2004 1507.Z.4, 1507.2.9.2, Physical Properties ASTM D1970 2001 1507.5.3 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 ' 1523.6.5.2.17.3 Tensile Adhesion ASTM D1623 2009 TAS 110 Accelerated Weathering TAS 110 2000 1507.3.3 Installation Practice FRSA/TRI 07320 2005 3. REFERENCES: Entitv 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 ERD (TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005 ERD (TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD (TST6049) Wind Resistance 2779.11.05-RS 04/18/2007 ERD (TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/Z007 ERD (TST6049) ASTM D1970/TAS 110 S13190.02.09-Ri 04/O1/Z010 ERD (TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010 ERD (TST6049) Physical Properties/Tensile Adhesion S11150.05.10-R1 09/09/2010 ERD (TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 S37210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 540540.OZ.13-1 02/19/2013 ERD (TST6049) Physical Properties/Tensile Adhesion S43530.02.14-1 02/21/2014 M-D (CER1592) HVHZ Compliance 09-1005.02 11/04/2010 M-D (CER1592) HVHZ Compliance 11-1206.04 03/15/2012 ICC-ES (EVL2396) 2012, 2009 and 2006 IBC C mpliance ESR-1524 03/O1/2013 PRI (TST5878) Physical Properties SOP-064-02-01 12/03/2013 UL, LLC (QUA9625) Quality Control Service Confirmation Exp. 11/30/2014 4. PRODUCT DESCRIPTION: 4.1 LASTOBOND TU HT is a self-adhering, on-woven polyester fabric surFaced, SBS modified bitumen roof underlayment. 4.2 LasroBOrv� SHie�� is a self-adhering, wo en polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 3 and 45 inch. 4.3 LASTOBOND SHIELD HT IS a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 4.4 LASTOBOND PRO HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen , roof underlayment available in two widt s; 36 and 45 inch. � rv� PR HT-S is a self-adherin woven ol eth lene surfaced hi h tem erature SBS 4.5 Lnsroeo o g, p y y , 9 P , modified bitumen roof underlayment. I Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R5 Certificate ofAuthorization#9503 FL2569-R7 Revision 5: 04/30/2014 Page 2 of 8 f'�'"*r`'�'l � 1L��--� �r TRII�111TY ER� 4.6 LASTOBOND 195 is a self-adhering, glass- at reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.7 LASTOBOND is a self-adhering, glass-mat einforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.8 LasTOaoNO Eco is a self-adhering, glass- at reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.9 LASTOBOND SMOOTH SEAL HT IS B S2If-ddh21"I1J, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment. 4.10 ResisTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet idth. 4.11 PRIMESOURCE GRIP-RITE EAVE & VALLEY PRO ECTOR IS a self-adhering, glass-mat reinforced, sand- surfaced, SBS modified bitumen roof und rlayment, with a 36-inch sheet width. 4.12 ResrsTO LB1244 is a self-adhering, glass mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment, with a 44-inch sheet idth. 4.13 COLPHENE FR GR is a self-adhering, fi erglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment. 4.14 UNILAY (e) is a mechanically attached, olyester reinforced, granule-surfaced, SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in t e HVHZ. 5.2 Fire Classification is not part of this eport; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Soprema Roof Underlayments may be u ed with any prepared roof cover where the product is specifically referenced within FBC appro al documents. If not listed, a request may be made to the AHJ for approval based on this eval ation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the u derlayments are follows: TABLE : ROOF COVER OPTIONS Underlayment Asphalt Nail-On Foam-On Me�� Wood Shakes Slate Shingtes Tile Tile &Shingles Lastobond TU HT Yes Yes See SS4.1 No Yes Yes Lastobond Shield/Pro HT-N Yes No No No Yes Yes Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes Lastobond/Lastobond 195 Yes No No No Yes Yes Lastobond ECO /Resisto LB1236,Grip-Rite Eave&Valley Yes No No No Yes Yes Protector/Resisto LB1244 Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes See 5.4.1 No Yes Yes Unilay(e) Yes atten Oniy See 554.1 No No No 5.4.1 ��Foam-On Tile" is limited to use of 3M 2-Component Foam Roof Tile Adhesive AH-160 unless tensile adhesion / long term aging dat from an accredited testing laboratory is provided. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R5 Certifcate ofAuthorization#9503 FL2569-R7 Revision 5: 04/30/2014 Page 3 of 8 ' ') �� `�..� TRINiI'Y I ERD 5.5 Allowable substrates are noted below: 5.5.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-IV Lastobond Shield HT or Lastobond Pro HT-S applied to: ➢ Plywood; ➢ ASTM D41 primed plywood; ➢ OSB; ➢ ASTM D41 primed OSB; ➢ Southern Yellow Pine; ➢ ASTM D41 primed Southern Yellow ine; ➢ ASTM D41 primed structural concre e. Lastobond TU HT, Lastobond, Lastobon 195, Lastobond ECO, Resisto L61236, Grip-Rite Eave &Valley Protector, Resisto LB1244 or L stobond Smooth Seal HT applied to: Y Plywood; ➢ ASTM D41 primed plywood; ➢ OSB; ➢ ASTM D41 primed OSB; ➢ ASTM D41 primed structural concre e. Colphene FR GR applied to: ➢ Plywood; ➢ ASTM D41 primed plywood; ➢ ASTM D41 primed structural concre e. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastoc l Stick or Elastocol 600c if the final roof cove� is not slated for installation within 24 hou s. ➢ Soprema requires tongue-and-groo e board decking be covered with plywood or OSB prior to installation of the self-adhering nderlayment. 5.5.2 Bond-to-Insulation: Lastobond TU HT, Lastobond Shield, La tobond Pro HT-N, Lastobond Shield HT, Lastobond Pro HT-S or Colphene FR GR applied to: ➢ DensDeck DuraGuard; ➢ DensDeck Prime; ➢ SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements f the prepared roof covering manufacturer's Product Approval. For installations under f am-on tile systems, insulation attachment shall be designed by a qualified design p fessional and installed based on testing of the insulation/underlayment system in a cordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.5.3 Bond to Mechanicall Attached Base La er: Lastobond Shield, Lastobond Pro HT-N Lastobond Shield HT, Lastobond Pro HT-S or Coiphene FR GR applied to: ➢ ASTM D226, Type I or II felt; ➢ Sopra-G; ➢ Modified Sopra-G. For installations under mechanically ttached prepared roof coverings, base layer shall be attached per minimum codified requir ments. For installations under foam-on tile systems, base layer shall be attached per minim m requirements of FRSA/TRI 07320/8-05 or RAS 120. Exterior Research and Design, LLC. Evaluation Report S18010.06.09-R5 Certifcate ofAuthoriaation#9503 FL2569-R7 Revision 5: 04/30/2014 Page 4 of 8 �� `� TRINI� ERD � 5.5.4 Wind Resistance for Underla ment S s ems in Foam-On Tile A lications: FRSA/TRI 07320 does not address wind uplift resistanc of all underlayment systems beneath foam-on tile systems, where the underlayment for s part of the load-path. The following wind uplift limitations apply to underlayment syste s that are not addressed in FRSA/TRI 07320 and are used in foam-on tile applications. Maxi um Design Pressure is the result of testing for wind load resistance based on allowable win loads. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.4.1 Maximum Design Pressure = -45.0 psf. Deck: Min. 15/32-inch plywoo to meet project requirements to satisfaction of AHJ. Primer: (Optional) Elastocol Sti k or Elastocol 600c Underlayment: Colphene FR GR, self-a hered. 5.5.4.2 Maximum Design Pressure = -67.5 psf. Deck: Structural concrete to eet project requirements to satisfaction of AH]. Primer: Elastoco1600c Underlayment: Colphene FR GR, self-a hered. 5.5.4.3 Maximum Desiqn Pressure = -60.0 psf. Deck: Min. 19/32-inch plywo d to meet project requirements to satisfaction of AHJ. Base Sheet: Sopra-G or Modified S pra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 151 .5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally s aced rows in the center of the sheet. Underlayment: Colphene FR GR, self-a hered 5.5.4.4 Maximum Desian Pressure = -90.0 osf. Deck: Min. 19/32-inch plywo d to meet project requirements to satisfaction of AHJ. Underlayment: Unilay(e) mechanicall attached with Soprafix Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6- inch o.c. within the 5-inch wide, self-adhering side laps. End laps are 6-inch wide and sealed using ither heat-welding or hot-air welding techniques. 5.6 Exposure Limitations: 5.6.1 Lastobond Shield, Lastobond Pro HT-N Lastobond, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, Resisto L61236, Gri -Rite Eave & Valley Protector or Resisto L61244 shall not be left exposed for longer than 30- ays after installation. 5.6.2 Lastobond TU HT, Lastobond Shield H or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. 5.6.3 Colphene FR GR or Unilay(e) shall ot be left exposed for longer than 180-days after installation. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R5 Certificate ofAuthorization#9503 FL2569-R7 Revision 5: 04/30/2014 Page 5 of 8 (�� l �� '`-%' `�f TRINITY ERD � 5.7 For tile roof installations governed by t e FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self-Adhered Underlayment Requirements as of 02/14/2011"for limitations for self-adh ring underlayments used beneath tile roof systems. TABLE 2:TILE SYSTEM PTiONS PeR FRSA/TRY 07320/8-05 System Underlay Section Reference Product(s) O tion 3.02A 1 Batten Modified Cap Sheet Unilay(e) Svstem One: onl Mechanically Fastened Self-Adhered 5 3.02E Lastobond TU HT,Colphene FR GR Tile,Unsealed or Underlayment Sealed Underlayment Base Layer:ASTM D226,Type II; Sopre- , System No. 30/Self-Adhered G; Modified Sopra-G 6 3.02F Underlayment Top Layer: Lastobond TU HT,Colphene FR GR ' 4 3.02D Self-Adhered Lastobond TU HT,Colphene FR GR Svstem Two: Underlayment Mechanically Fastened Base Layer: ASTM D226,Type II; Sopre- Tile,Sealed No.30/Self-Adhered G; Modified Sopre-G Underlayment System 5 3.02E Underlayment Top Layer: Lastobond TU HT,Colphene FR GR 1 3.02A Modified Ca Sheet Unila e System Four"A": Self-Adhered Adhesive-Set Tile, 4 3.02D Underla ment Colphene FR GR Unsealed or Sealed Base Layer: ASTM D226,Type II; Sopre- Underlayment System 5 3.02E No. 30/Self-Adhered G; Modified Sopra-G Underlayment To La er: Col hene FR GR Svstem Four'�B": 3 3.02C Self-Adhered Coiphene FR GR Adhesive-Set Tile, Underla ment Sealed Underlayment No. 30/Self-Adhered Base Layer: ASTM D226,Type II; Sopra- System 4 3.02D Underlayment G; Modified Sopra-G To La er: Col hene FR GR 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall e installed in accordance with Soprema published installation requirements subject to t e 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 or Elast col 600c (if applicable). 6.3 Lastobond TU HT Lastobond Shield astobond Pro HT-N Lastobond Shield HT Lastobond Pro HT-S Lastobond Lastobond 195 Lastobond Eco Lastobond Smooth Seal HT Resisto LB1236 Gri -Rite Eave &Valle Prote tor Resisto LB1244 or Col hene FR GR: 6.3.1 Shall be installed in compliance with t e requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepare roof covering to be installed. 6.3.2 For non-tile applications: 6.3.2.1 While priming is optional, Soprema ecommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slate for installation within 24 hours. 6.3.2.2 Apply sheet parallel to the roof edge Roll out approximately 10 ft of inembrane and peel back the first 3 ft of release film. 6.3.2.3 Adhere the exposed part to the sub trate and unroll the remaining membrane as far as possible. 6.3.2.4 Once the entire length of inembrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly r II the membrane into place to achieve a bond. Exterior Research and Design, LLC. Evaluation Report S18010.06.09-R5 Certifcate ofAuthorization#9503 FL2569-R7 Revision 5: 04/30/2014 Page 6 of 8 ��'�_/ � �� TRINITY ERD 6.3.2.5 Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-inches and staggered not I ss than 2-ft from vertical seams in the course below. All over-granule end-laps shall be s aled using either heat-welding or hot air welding techniques. 6.3.2.6 When installing at slopes above 8:12, oprema recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. 6.3.2.7 For Valleys and Ridges: Cut underlay ent 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 irection. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 For tile applications: 6.3.3.1 Reference is made to FRSA/TRI 07320 8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted ab ve as a guideline. 6.3.3.2 For Colphene FR GR in foam-on tile a plications, reference is made to Section 5.5.4 herein for wind resistance limitations. 6.3.3.3 Tile shall be loaded and staged in a m nner that prevents tile slippage and/or damage to the underlayment. 6.4 Unilav(e): 6.4.1 For non-tile a lications or nail-on ba ened tile a lications: 6.4.1.1 Reference is made to FRSA/TRI 0732 8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4.1.2 Apply sheet parallel to the roof edg and, starting at the eave with the selvedge-edge upslope, mechanically attach the 5-in wide selvedge-edge to the wood deck with nails and tin caps or round cap-nails spaced 36- nch o.c. Apply the second course in a water-shedding manner with self-adhering side-laps. igorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a wat rtight application. 6.4.1.3 Vertical seams should be 6-inches an staggered not less than 2-ft from vertical seams in the course below. All over-granule en -laps shall be sealed using either heat-welding or hot air welding techniques. 6.4.1.4 Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.4.2: For foam-on tile applications: 6.4.2.1 Reference is made to FRSA/TRI 0732 /8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4.2.2 Apply sheet parallel to the roof edg and, starting at the eave with the selvedge-edge upslope, mechanically attach the 5-inch wide selvedge-edge to the wood deck Soprafix Polymer Batten Bar (PBB) or Sopr fix Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6-inch o.c. Apply th second course in a water-shedding manner with self- adhering side-laps. Vigorous hand or motorized roller pressure is applied to the self- adhering laps to ensure a watertight a plication. 6.4.2.3 Vertical seams should be 6-inches a d staggered not less than 2-ft from vertical seams in the course below. All over-granule e d-laps shall be sealed using either heat-welding or hot air welding techniques. 6.4.2.4 Tile (if applicable) shall be loaded an staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R5 Certifcate ofAuthorization#9503 FL2569-R7 Revision 5: 04/30/2014 Page 7 of 8 TRINITY�ERD 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 manufacturer or the named QA entit for information on plants covered under Rule 61G20- 3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC — QUA9625; (314) 578-3406; k.chancell r@us.ul.com - END OF EVAL ATION REPORT- . I ' Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R5 Certi�cate ofAuthorization#9503 FL2569-R7 Revision 5: 04/30/2014 Page 8 of 8 L t . ,�,, Florida Building Code Online Page 1 of 2 _ � .'�r , , . '^�' '�#'� �er,�7� M�' - e;.7� _" MsiM�w�n ' . M i7 ��—, ��<�a { ��,�.�+,�'�+l�,t�.�� . ,� � 'y�� .Y. t_ L � ♦ � � 9 8� s 0 9 ��' i'� -- �=__ ��"��;. �,�, �;��'�Y�� W.:, . � �: r,: FlO(Ida L/C�rtITlent� B�IS HOmO 1 LOg Ifl ; User Registretion ; Hot Topia i Submit Surc arge C StaS&Facts � Publications i FBC Staff � BCIS Site Map i Links � Search � Busines�� - � °�°t C�'.')Product Approval Professi al �_, USER:Public User Regulation Produd Aooroval Menu>Product or Aoolication Search>AoolipNon List Applicatlon Detall' �,,.,, `�s;�;�: _�e��,...^ FL# F.L 680-R12 �'°;iya-��t':lfsecd"`.,-. , i Application Type Re ision Code Version 20 0 Application Status Ap roved Comments � � Archived ❑ Product Manufacturer G F Address/Phone/Email 13 1 Alps Road W yne,NJ 07470 , � (9 3)872-4421 , ' lin areith@trinityerd.com , Authorized Signature _ Be h McSorley lin areith@trinityerd.com Technical Representative Be h McSorley , Address/Phone/Email 13 1 Alps Road-Bldg 11-1 W yne,NJ 07470 � (9, 3)872-4421 B cSorley@gaf.com Quality Assurence Representative Address/Phone/Email Category Ro fing , Subcategory M dified Bitumen Roof System Compliance Method Ev luatidn Report from a Florida Registered Architect or a Licensed FI rida Professional Engineer � C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed R bert J.M.Nieminen the Evaluation Report Florida License P 59166 Quality Assurance Entity U LLC Quality Assurance Contract Expiretion Date 1 ,19/Z014 . Validated By Jo n W.Knezevich,PE , � Validation Checklist-Hardcopy Received Certificate of Independence FL 680 R12 COI 2014 04 COI Nieminen. df Referenced Standard and Year(of Standard) S andard Year A TM D6162 2000 � A TM D6163 2000 ' A TM D6164 2005 A TM D6222 2002 F 4470 1992 F 4474 2U04 T S 114 2011 Equivalence of Product Standards � Certified By http://floridabuilding.org/pr/pr_app_dtl.aspx?param— GEVXQwtDqt45H1a2AP3IyZ1wDn... 7/9/2014 l l Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method M thod 1 Option D Date Submitted 0 /29/2014 Date Validated 0 /02/2014 Date Pending FBC Approval 0 /06/2014 Date Approved 0 /23/2014 Summary of Products FL# Model,Number or Name Description 5680.1 GAF Modified Bitumen Roof SBS and APP Modified Bitumen Roof Systems Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL5680 R12 II 2014 04 FINAL AS ER GAF MB FL5680- Approved for use outside HVHZ:Yes R12.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-465 Created by Independent Third Party:Yes Other: 1.)The DP noted herein pertains to one speci ic Evaluation Reports system. Refer to the ER Appendix for all systems and ax. FL5680 R12 AE 2014 04 FINAL ER GAF MB FL5680- design pressures. 2.)Refer to ER Section 5 for Limits f Use. R12.odf Created by Independent Third Party:Yes 8ack Plext Contac[Us: 4 N r F 2 Phone:850-487-1824 The State of Florida Is an AA/EEO employer. - i ::Privacv Statement::AccesslbillN Statement::Refund S[a[ement Under Florida law,emall addresses are public remrds.If you do no wan[your e-mail address released in response to a public-rewrds request,do not send electronic mail to[his entlty.Ins[ead,contact the o�ce by phone or y traditional mail.If you have any questions,please contact 850.487.1395.'PUrsuant to Section 455.275(I),Flarida Statutes,effec[ive October 1,2012,Iicens es Iicensed under Chapter 455,F.S.must provlde[he DepaRment with an email address if they have one.The emaiis provided may be used for otflcial commun cation with the Iicensee.However emait addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emai address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Pro ud ApDroval Accepts: � � cC�M � sccuri[v+rnTnrcr � http://floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDqt45H1a2AP3IyZ1wDn... 7/9/2014 1 1 ' ' � '�`\ � EXTERIOR RESEARCH & DESIGN, LLC. , .� Certi�cate ofAutho�ization#9503 353 Christian Street, Unit 13 TRII�IITY ERD Oxford, CT 06478 ' PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.11.05-Ri2 1361 Alps Road , FL5680-R12 ' Wayne, N7 07470 Date of Issuance: 11/07/2005 Revision 12: 04/25/2014 SCOPE: � This Evaluation Report is issued under Rule 61 20-3 and the applicable rules and regulations governing the use of construction materials in th State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for u e of the product under the Florida Building Code. The product described herein has been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Modified Bitumen Roof Syst ms LABELING: Each unit shall bear labeling in acco dance with the requirements of the Accredited quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report i valid until such time as the named product(s) changes, the referenced Quality Assurance docum ntation changes, or provisions of the Code that � relate to the product change. Acceptance of this valuation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if t e product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number receded by the words "TRrrviN�ERD Evaluated" may be displayed in advertising literature. If any ortion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire E aluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus a 61-page Appendix. Prepared by: ��,"�s';'.,,,.-- .`' '��t'~'�•%i'% � .�`a��.��`c��'•'�'•'• ;1►�:'-1�-S?1x6'��. :�' P - ' The facimilie seal appearing was authorized ?�;•�.g;;,-__-pF: :� by Robert Nieminen,P.E.on 04/25/2014 y� •��-. �Nr;-r This does not serve as an eledronically signed �nst ,..r:�,. Robert ].N�. Nieminen P.E. '•, S'�:�:•••c=.: document. Slgned,sealed hardcopies have been � �� i��\a�-;.•`' transmitted to the Product A roval Administ2tor and Florida Registration No. 59166, Florida DCA ANE1983 �""��""" to the named cllent pp CERTIFICATION OF INDEPENDENCE: � 1. Exterior Research & Design, LLC. d/b/a Trinity�ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufac uring or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a 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 report 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. � R �i� , TRINITY I ERD � ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof ystems Compliance Statement: Modified Bitumen Ro f Systems, as produced by GAF, have demonstrated compliance with the foilowing sections of the Flo ida 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 Prooertv Standard Year 1504.3.1 Wind FM 4474 2004 1515.1.1 Wind TAS 114 2011 1504.7 Impact FM 4470 1992 1507.11.2 Physicals ASTM D6162 2000 1507.11.2 Physicals ASTM D6163 2000 1507.11.2 Physicals ASTM D6164 2005 1507.11.2 Physicals ASTM D6222 2002 3. REFERENCES: Enti Examination Reference Date ACRC(TST4671) TAS 114 ACRC 06-041 11/10/2006 ACRC(TST4671) TAS 114 ACRC 06-042 li/14/2006 ACRC(TST4671) TAS 114 ACRC 06-043 11/16/2006 ACRC(TST4671) TAS 114 ACRC 006-044 11/16/2006 ACRC(TST4671) TAS 114 ACRC 06-048 12/21/2006 ACRC(TST4671) TAS 114 ACRC 06-049 12/22/2006 ACRC(TST4671) TAS 114 ACRC 06-050 12/28/2006 ACRC(TST4671) TAS 114 ACRC 07-006 01/17/2007 ACRC(TST4671) TAS 114 ACRC 07-018 04/20/2007 ACRC(TST4671) TAS 114 ACRC 07-028 OS/08/2007 ACRC(TST4671) TAS 114 ACRC 07-030 OS/09/2007 ACRC(TST4671) TAS 114 ACRC 07-032 OS/10/2007 ACRC(TST4671) TAS 114 ACRC 07-033 OS/10/2007 ACRC(TST4671) TAS 114 ACRC 07-041 08/31/2007 ACRC(TST4671) TAS 114 ACRC 07-044 09/OS/2007 ACRC(TST4671) TAS 114 ACRC 07-047 09/07/2007 ACRC(TST4671) TAS 114 ACRC 07-OS1 01/10/2008 ACRC(TST4671) TAS 114 ACRC 07-082 01/11/2008 ACRC(TST4671) TAS 114 ACRC OB-024 04/18/2008 ACRC(TST4671) TAS 114 ACRC OB-034 OS/19/2008 ACRC(TST4671) TAS 114 ACRC 08-044 07/Ol/2008 ACRC(TST4671) TAS 114 ACRC 11-043 08/08/2011 ACRC(TST4671) TAS 114 ACRC 11-046 08/09/2011 ACRC(TST4671) TAS 114 ACRC 11-048 08/10/2011 ACRC(TST4671) TAS 114 ACRC 11-049 OS/10/2011 ACRC(TST4671) TAS 114 ACRC 11-050 08/il/2011 ACRC(TST4671) TAS 114 ACRC 11-051 08/il/2011 ACRC(TST4671) TAS 114 ACRC 11-052 08/12/2011 ACRC(TST4671) TAS 114 ACRC 11-053 08/17/2011 ACRG(TST4671) TAS 114 ACRC 11-054 08/17/2011 ACRC(TST4671) TAS 114 ACRC 12-015 04/24/2012 ACRC(TST4671) TAS 114 ACRC 12-026 OS/10/2012 ACRC(TST4671) TAS 114 ACRC 12-034 OS/10/2012 ACRC(TST4671) TAS 114 ACRC 12-035 08/13/2012 ERD(TST6049) TAS 114/FM4474 01880.09.03 09/SO/2003 ERD(TST6049) TAS 114/FM4474 01516.04.06 04/20/2006 ERD(TST6049) TAS 114/FM4474 4482.10.97-1 12/02/2006 ERD(TST6049) TAS 114/FM4474 G4280LAB.10.06-RS 12/06/2007 ERD(TST6049) Physical Properties G6850.08.08 08/OS/2008 ERD(TST6049) Physical Properties G6850.08.08-1 08/29/2008 ERD(TST6049) Physical Properties G6850.10.08 10/06/2008 ERD(TST6049) Physical Properties G6850.11.08 il/OS/2008 ERD(TST6049) Physical Properties G12210.06.09 08/03/2009 ERD(TST6049) Physical Properties G12210.01.10 Ol/08/2010 ERD(TST6049) Physical Properties G31360.03.10 03/31/2010 ERD(TST6049) Physical Properties G33470.01.11 01/13/2011 ERD(TST6049) TAS 114/FM4474 G36780.07.11-R1 07/18/2011 ERD(TST6049) Physical Properties G40620.07.12-2 07/17/2012 ERD(TST6049) Physical Properties G43190.11.13-1 11/15/2013 ERD(TST6049) Physical Properties G40630.01.14-1 OS/06/2014 ERD(TST6049) Physical Properties G40630.01.14-2A 01/07/2014 ERD(TST6049) PhysicalProperties G40630.01.14-2A-1 01/07/2014 ERD(TST6049) Physical Praperties G40630.01.14-2B 01/07/2014 ERD(TST6049) Physical Properties G40630.01.14-2C OS/07/2014 Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R12 Certifcate ofAuthorization#9503 FL5680-R12 Revision 12: 04/25/2014 Page 2 of 6 f, ��''�..;�� , t`'��/ ''�� TI�INITY f,ERD Enti Examination Reference Date ERD(TST6049) PhysicalProperties G43180.01.14-1 O1/SO/2014 Florida TEC(TST7393) TAS 114 OB-050167 04/28/2008 Florida TEC(TST7393) TAS 114 OS-050188 04/28/2008 Florida TEC(TST7393) TAS 114 OS-070077 07/25/2008 Florida TEC(TST7393) TAS 114 OS-070084 07/25/2008 Florida TEC(TST7393) TAS 114 08-050181R 04/OS/2009 Florida TEC(T5T7393) TAS 114 08-050186 SO/14/2008 Florida TEC(TST7393) TAS 114 08-070126 10/14/2008 Florida TEC(TST7393) TAS 114 08-070122 10/14/2008 Florida TEC(TST7393) TAS 114 08-070127 10/14/2008 Florida TEC(TST7393) TAS 114 08-080077 il/17/2008 FM Approvals(TST1867) FM 4470 169AB.AM 09/04/1997 FM Approvals(TST1867) FM 4470 3007500 06/15/2000 FM Approvals(TST1867) FM 4470 3005640 il/09/2000 FM Approvats(TST1867) FM 4470 3008178 12/27/2000 FM Approvals(TST1867) FM 4470 3010215 03/O1/2001 FM Approvals(TST1867) FM 4470 3009766 03/28/2001 FM Approvals(TST1867) FM 4470 3011140 OS/14/2001 FM Approvals(TST1867) FM 4470 3013614 OS/06/2002 FM Approvals(TST1867) FM 4470 3013788 OS/SO/2003 FM Approvals(TST1867) FM 4470 3014547 OS/22/2003 FM Approvals(TST1867) FM 4470 3014692 OS/OS/2003 FM Approvals(TST1867) FM 4470 3014960 03/OS/2004 FM Approvals(TST1867) FM 4470/4474 3017250 04/OS/2004 FM Approvals(TST1867) FM 4470/4474 3022139 OS/26/2005 FM Approvals(TST1867) FM 4470/4474 3022508 07/20/2005 FM Approvals(TST1867) FM 4470/4474 3025023 12/14/2005 FM Approvais(T5T1867) FM 4470/4474 797-02095-267 04/26/2006 FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals(TST1867) FM 4470/4474 3028039 09/31/2006 FM Approvals(TST1867) FM 4470/4474 3024805 il/20/2006 , FM Approvals(TST1667) FM 4470/4474 3032388 10/30/2008 FM Approvals(TST1867) FM 4470/4474 3032695 SO/30/2008 FM Approvals(TST1667) FM 4470/4474 3032943 11/06/2008 FM Approvals(TST1867) FM 4470/4474 3032811 12/11/2008 FM Approvals(TST3867) FM 4470/4474 3033719 01/16/2009 FM Approvals(TST1867) FM 4470/4474 3035864 06/03/2009 FM Approvals(TST1867) FM 4470/4474 3035140 OS/10/2009 FM Approvals(TST1867) FM 4470/4474 3036225 08/SO/2009 FM Approvals(TST1867) FM 4470/4474 3034978 09/17/2009 FM Approvals(TST1867) FM 4470/4474 797-05447-267 04/13/2010 FM Approvals(TST1867) FM 4470/4474 797-05487-267 OS/12/2010 FM Approvals(TST1867) FM 4470/4474 797-05550-267 OS/25/2010 F.M Approvals(TST1867) FM 4470/4474 797-05538-267 OS/25/2010 FM Approvals(TST1867) FM 4470/4474 797-05594-267 06/01/2010 FM Approvals(TST1867) FM 4470/4474 797-05695-267 07/15/2010 FM Approvals(TST1867) FM 4470/4474 797-05683-267 07/21/2010 FM Approvals(TST1867) FM 4470/4474 797-05687-267 07/21/2010 FM Approvals(TST1867) FM 4470/4474 797-05748-267 08/SO/2010 FM Approvals(TST1867) FM 4470/4474 3040738 il/16/2010 FM Approvals(TST1867) FM 4470/4474 3036960 11/30/2010 FM Approvals(TST1867) FM 4470/4474 797-06129-267 01/13/2011 FM Approvals(TST1867) FM 4470/4474 797-06177-267 03/16/2011 FM Approvals(TST1867) FM 4470/4474 797-06540-267 06/21/2011 FM Approvals(TST1867) FM 4470/4474 797-06800-267 09/29/2011 FM Approvals(TST1867) FM 4470/4474 797-07038-267 O1/10/2012 FM Approvals(TST1867) FM 4470/4474 797-07073-267 O1/19/2012 FM Approvals(TST1867) FM 4470/4474 3038128 07/26/2010 FM Approvals(TSTi667) FM 4470/4474 3040738 11/16/2010 FM Approvals(TST1867) FM 4470/4474 3041535 06/08/2011 FM Approvals(TST1867) FM 4470/4474 3044688 03/OS/2012 FM Approvals(TST1867) FM 4470/4474 797-07198-267 03/01/2012 FM Approvals(TST3867) FM 4470/4474 3044688(Re-Issue) 03/16/2012 FM Approvals(TST1867) FM 4470/4474 3044541 04/04/2012 FM Approvals(TST1867) FM 4470/4474 3044862 OS/11/2012 FM Approvals(TST1867) FM 4470/4474 3043900 08/16/2012 FM Approvals(TST1867) FM 4470/4474 3046280 08/22/2012 FM Approvals(TST1867) FM 4470/4474 3046388 09/24/2012 FM Approvals(TST1867) FM 4470/4474 3041769 09/27/2012 FM Approvals(TST1867) FM 4470/4474 3046403 09/28/2012 FM Approvals(TST1867) FM 4470/4474 3046054 12/21/2012 FM Approvals(TST1867) FM 4470/4474 3046081 02/13/2013 FM Approvals(TST1867) FM 4470/4474 3048122 04/29/2013 FM Approvals(TST1867) FM 4470/4474 3047104 OS/10/2013 FM Approvals(TST1667) FM 4470/4474 797-08263-267 OS/23/2013 FM Approvals(TST1867) FM 4470/4474 797-08264-267 OS/23/2013 FM Approvals(TST1867) FM 4470/4474 3047237 07/15/2013 FM Approvals(T5T1867) FM 4470/4474 797-08670-267 09/16/2013 FM Approvals(TST1867) FM 4470/4474 797-08873-267 11/26/2013 FM Approvals(TST1867) FM 4470/4474 3048871 12/il/2013 FM Approvals(TST1867) FM 4470/4474 3048066 12/13/2013 FM Approvals(TST1867) FM 4470/4474 797-09016-267 12/17/2013 FM Approvals(TST1867) FM 4470/4474 3049601 O1/29/2014 Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R32 Certifcate ofAuthorization#9503 FL5680-R12 Revision 12: 04/25/2014 Page 3 of 6 � s i ,�, �) � �f' \ ��''L_...- '� TRINIIY,ERD � Enti Examination Reference Date , IRT(TST7408) TAS 114 00001 03/30/2000 IRT(TST7408) TAS 114 00002 03/30/2000 IRT(TST7408) TAS 114 01-039 01/24/2002 IRT(TST7408) TAS 114 02-005 O1/24/2002 IRT(TST7408) TAS 114 02-014 03/26/2002 IRT(TST7408) TAS 114 03-003 04/21/2003 IRT(TST7408) TAS 114 03-004 04/21/2003 I IRT(TST7408) TAS 114 04-008 OS/26/2004 Miami-Dade(CER3592) Various Current NOAS Current MTI(7ST2508) Physical Properties AX04C9A 06/OS/2009 MTI(TST2508) Physical Properties RX30C9C 07/09/2009 PRI(TST5878) Physical Properties GAF-027-02-01 03/26/2002 PRI(TST5878) FM 4470/4474 GAF-434-02-01 09/16/2013 PRI(TST5878) FM 4470/4474 GAF-434-02-03 09/16/2013 PRI(TST5878) FM 4470/4474 GAF-434-02-04 09/16/2013 PRI(TST5878) FM 4470/4474 GAF-436-02-02 03/06/2014 PRI(TST5878) FM 4470/4474 GAF-436-02-03 03/06/2014 PRI(TST5878) FM 4470/4474 GAF-436-02-04 03/06/2014 PRI(TST5878) FM 4470/4474 GAF-436-02-OS 03/06/2014 PRI(TST5878) FM 4470/4474 GAF-436-02-OS 03/06/2014 PRI(TST5878) FM 4470/4474 GAF-436-02-09 03/06/2014 UL,LLC(QUA9625) Quality Assurance Inspection Report,R1306 11/19/2013 4. PRODUCT DESCRIPTION: This Evaluation Report covers GAF Modified Bit men Roof Systems instalied in accordance with GAF published installation instructions and the Limitati ns/ Conditions of Use herein. The following products make up the subject systems. TAS�e 1: Ro��-Goons Foe GAF ODIFIED BRUMEN ROOF SYSTEMS Specification Type Product Reference 7ype Grede GAFGLAS#75 Base Sheet ASTM D4601 II N/A Tri-Ply#75 BaseSheet ASTM D4601 II N/A GAFGLAS#80 Ultima Base Sheet ASTM D4601 II N/A Base Sheet GAFGLAS Stretavent Eliminator Nailable Ven'ng Base Sheet ASTM D4897 II N/A GAFGLAS Stratavent Eliminator Perforated enting Base Sheet ASTM D4897 II N/A Liberty MA Mechanically Attached Base She t Proprietary N/A N/A GAFLGAS Ply 4 ASTM D2178 IV N/A Tri-Ply Ply 4 ASTM D2178 IV N/A Ply Sheet GAFGLAS FlexPly 6 ASTM D2178 VI N/A GAFGLAS FlexPly 6 SL ASTM D2178 VI N/A LibertySBSSeIf-AdheringBase/PlySheet ASTMD1970 N/A N/A UnderRoof 2 Polyester-Surfaced Leak Barrie ASTM D3970 N/A N/A UnderRoof HT High Tempereture Leak Barri r ASTM D1970 N/A N/A WeatherWatch XT Mat Surfaced Leak Barri r ASTM D1970 N/A N/A Ruberoid Dual Smooth ASTM D6162 II S Ruberoid 20 ASTM D6163 I S Smooth Surfaced Ruberoid SBS Heat-Weid 25 ASTM D6163 I S Membranes: Ruberoid SBS Heat-Weld Smooth ASTM D6164 I S Ruberoid MOP Smooth ASTM D6164 I S Ruberoid MOP Smooth 1.5 ASTM D6164 I S Ruberoid MOP Plus Smooth ASTM D6164 II S Ruberoid TORCH Smooth ASTM D6222 I S Tri-PIyTP-4 ASTM D6222 I G Exterior Research and Design, LLC. Evaluation Report 01506.11.04-Ri2 Certifrcate ofAuthorization#9503 FL5680-R12 Revision 12: 04/25/2014 Page 4 of 6 } ��{� �`�� TRII�111Y(ERD TABLE�(CONTINUED�: ROLL-GOODS FOR AF MODIFIED BRUMEN ROOF SYSTEMS Specification Type Product Reference Type Grede Ruberoid Dual FR ASTM D6162 II G Ruberoid 30 ASTM D6163 I G Ruberoid 30 FR ASTM D6163 I G Ruberoid EnergyCap 30 FR SBS Membrane ASTM D6163 I G Ruberoid MOP 170 FR ASTM D6164 I G Ruberoid MOP Granule ASTM D6164 I G Intec Flex PRF ASTM D6164 I G RoofMatch 585 Modified Granular ASTM D6164 I G Tri-Piy SBS Modified Bitumen Membrane ASTM D6164 I G Ruberoid SBS Heat-Weld Granule ASTM D6164 I G Ruberoid SBS Heat-Weld 170 FR ASTM D6164 I G Ruberoid MOP FR ASTM D6164 II G Grenule Surfaced Ruberoid MOP Plus ASTM D6164 II G Membranes: Ruberoid EnergyCap MOP FR ASTM D6164 II G Ruberoid SBS Heat-Weld Plus ASTM D6164 II G Ruberoid SBS Heat-Weld Plus FR ASTM D6164 II G Ruberoid EnergyCap 585 Heat-Weld Plus FR ASTM D6164 II G Ruberoid TORCH Granule ASTM D6222 I G Tri-PIyTP-4G ASTM D6222 I G Ruberoid TORCH 180 ASTM D6222 I G RoofMatch APP Modified Granular ASTM D6222 I G Ruberoid TORCH FR ASTM D6222 II G Ruberoid EnergyCap TORCH Grenule FR ASTM D6222 I G Ruberoid EnergyCap TORCH Plus FR ASTM D6222 II G Liberty SBS Self-Adhering Cap Sheet Proprietary N/A N/A 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in HV Z jurisdictions. 5.2 Refer to a current Roofing Materials Direct ry for fire ratings of this product. 5.3 For steel deck installations, foam plastic i sulation shall be separated from the building interior in accordance with FBC 2603.4 unless the ex eptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 The roof system evaluation herein perta ns to above-deck roof components. Roof decks and structural members shall be in accordanc with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R12 Certifcate ofAuthorization#9503 FL5680-R12 Revision 12: 04/25/2014 Page 5 of 6 ��"�s' �`,.' IsRINll1�I ERD 5.6 For mechanically attached insulation or embrane or strip-bonded insulation, the maximum design pressure for the selected assembl shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chap er 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design rofessional to resist the elevated pressure criteria, Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Secti n 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 For fully-adhered insulation, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determi ed in accordance with FBC Chapter 16. No rational analysis is permitted for these systems 5.8 For mechanically attached insulation or m mbrane over existing roof decks, fasteners shall be � tested in the existing deck for withdrawal r sistance. A qualified design professional shall review the data for comparison to the minimum re uirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SP I FX-1. 5.9 For bonded insulation or membrane over existing substrates in a re-roof (tear of� or recover installation, the existing deck or existing ro f surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into � - 124 shall be uestion field u lift testin in accordance with ASTM E907 FM LPDS 1 52 or TAS q , P 9 , conducted on mock-ups of the proposed ne roof assembly. 5.10 For bonded insulation or membrane over e isting substrates in a recover installation, the existing roof system shall be capable of resistin project design pressures on its own merit to the satisfaction of the AHJ, as documented thr ugh field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and teste for resistance in accordance with ANSI/SPRI ES-1 or RAS ili, except the basic wind speed shal be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall ha e quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 GAF Modified Bitumen Roof Systems sh II be installed in accordance with GAF's published installation instructions, subject to the Lim tations/ Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" _ Maximum Design Pressure is the result o testing for wind load resistance based on allowable wind loads, and reflects the ultimate pass ng pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applie ). Refer to FBC 1609.1.5 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufactu ing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY/ASSURANCE ENTITY: � UL, LLC — QUA9625; (847) 664-3281 - THE 61-PAGES THAT FOLLOW FORM ART OF THIS EVALUATION REPORT- Exterior Research and Design, LLC. Evaluation Report 01506.11.04-R12 Certificate ofAuthorization#9503 FL5680-R12 Revision 12: 04/25/2014 Page 6 of 6 (� ��-,,�,, �'`�-.�l TRINSTY�ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page lA Wood New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 4 16-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5 1B-2 Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5 iC Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6 iD Wood New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 6 lE Wood New,Reroof(Tear-Off),Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7 SF-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8 1F-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 9 2A-1 Steel or Conc. New,Reroof(Tear-Off),Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10-14 2A-2 Steel or Conc. New,Reroof(Tear-Off),Recover B-2 Mech.Attached Thermal Barrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 15 28-1 Steel or Conc. New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 16-24 28-2 Steel or Conc. New,Reroof(Tear-Off),Recover C-1 Bonded and Mech.Attached Insulation,Bonded Roof Cover 25 2C Steel or Conc. New,Reroof(Tear-Off),Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 24-28 - �n-+ � �,� niAU, Rornnf�"�eqr-(lff� a-1 Bonded Insulation Bonded Roof Cover(Base Insulation Layer Only) 28-30 3A-2 Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 30-38 3A-3 Concrete New,Reroof(Tear-Off) A-la Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 38-40 3B Concrete New,Reroof(Tear-Off) F Non-Insuiated,Bonded Roof Cover 41 4A LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-43 4B LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 43-45 4C LWIC New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 45 5A CWF New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 46 , 56 CWF New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 47 SC CWF New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 48 li 6A Gypsum Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 49 6B Gypsum Reroof(Tear-Oft� A-2 Mech.Attached Anchor Sheet,Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof(Tear-Of� C Mech.Attached Insulation,8onded Roof Cover 49 6D Gypsum Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 50 7A-1 Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 50-54 7A-2 Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 54-61 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 61 � '`��' . �``�..f ��I��ERD The followina notes apolv to the svstems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufFicient length for the following engagements: ➢ Wood: Drill-Tec#12 Fastener or Drill-Tec#14 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec Accutrec Plate,Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 0.75-inch plywood penetretion or minimum 1-inch wood plank embedment. ➢ Steel: Drill-Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec Accutrac Plate;Drill-Tec ASAP 3S;Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate;Drill-Tec Extre Heavy Duty ASAP Roofing Fastener-Insulation. Minimum 0.75-inch steel pe�etration and engage the top flute of the steel deck. ➢ Concrete: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec Accutrec Plate or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 1-inch embedment into pilot hole in accordance with the fastener manufacturer's pu6lished installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, MonoBoard, TopRock DD, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. VersaShieldp Solo•"' Fire-Resistant Slip Sheet may be used as a non-load-bearing,fire-barrier slip-sheet component within any system outlined herein. 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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. 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 e manu ac ur . ➢ Hot asphalt(HA): Full coverege at 25-30 Ibs/square ➢ OMG OlyBond 500(OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. using PaceCart or SpotShot. Note: OlyBond C/ossic or OlyBond 500 Green may be used where O/y8ond 500 is referenced. ➢ GAF LRF Adhesive M(LRF-M): Continuous 1-inch wide ribbons,12-inch o.c ➢ ADCO Millennium One-Step Foamable Adhesive(M-OSFA): Continuous 1-inch wide ribbons,12-inch o.c. ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. ➢ 3M CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. Note:TITESET may be used where 3M CR-20 is referenced. ➢ Note: When multiple layers(sJ of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from/ayer-to-layer a distance of one-ha/f the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to tfle edge of the insu/otion board shall be not less than one-half the specified ribbons spacing. 6. 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. ➢ Hot asphalt(HA): MDP -240.0 psf (Min.0.5-inch thick) ➢ OMG OlyBOnd 500(OB500): MDP -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN) ➢ OMG OlyBond 500(OB500): MDP -485.0 psf (Min.0.5-inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick) ➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. 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 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 61 i i.� �� y �`.......- �``��i TRINITY�ERD elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded 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. 10. 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 TAS 105 or ANSI/SPRI FX-1. il. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond pertormance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1. 12. For Recover Applications using System Type D, the insulation is optional. Alternatively, min. 0.5-inch EnergyGuard High Density Roof Fiberboard, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation or EnergyGuard HD Pius Polyiso Insulation or min. 0.25-inch DensDeck, DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board, or min. 1.0-inch EnergyGuard POLYISO INSULATION, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra may be used as a separator board, preliminarily attached prior to base sheet installation. The existing roof system shail be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Reference Layer Material Application gp-qq Base: GAFGLAS#75 Base Sheet,Tri-Ply N75 Base Sheet,GAFGLAS ii80 Ultima Base Sheet (Base/Ply sheeu,Asphalt-Applied) Ply: GAFGLAS Ply 4,Tri-Piy Ply 4,GAFGLAS FlexPly 6,GAFGLAS FlexPly 6 SL Hot asphalt at 25 Ibs/square. MatrixTM'302 SBS Membrene Adhesive BP-CA Base: GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet (formerly known as TOPCOAT MATRIX 102 (Base/Ply sheets,Cold-Applied) 565 MembraneAdhesive)at 1.5 gal/sq. B-LL Base: GAFGLAS Stretavent Eliminator Perforated Venting Base Sheet Loose laid Base or Ply: Ruberoid 20,Ruberoid Dual Smooth,Ruberoid MOP Smooth,Ruberoid MOP Smooth 1.5,Ruberoid MOP Plus Smooth SBS-AA Ruberoid Dual Smooth,Ruberoid 30,Ruberoid 30 FR,Ruberofd EnergyCap 30 FR SBS Membrane,Ruberoid Dual FR, (585,Asphalt-Applied) Cap: Ruberoid MOP Smooth,Ruberoid MOP Smooth 1.5,Ruberoid MOP Plus Smooth,Ruberoid MOP 170 FR,Ruberoid MOP Hot asphalt at 25 Ibs/square. Grenule,Tri-Ply SBS Modified Bitumen Membrane,Intec Flex PRF,RoofMatch SBS Modified Granular,Ruberoid MOP FR, Ruberoid MOP Plus,Ruberoid EnergyCap MOP FR SBS-CA Base or Ply: Ruberoid 20 Matrix'"'302 SBS Membrane Adhesive (SBS,Cold-Applied,MatrixTM'102 585 Ruberoid 30 FR,Ruberoid EnergyCap 30 FR SBS Membrane,Ruberoid MOP 170 FR,Ruberoid MOP FR,Ruberoid (jormerly known as TOPCOAT MATRIX 102 Membrane Adhesive) �ap� EnergyCap MOP FR SBS Membrane Adhesive)at 1.5 gal/sq. Matrix'"101 Premium 585 Membrane SBS-CA-1 Base: Ruberoid 20 or Ruberoid MOP Smooth 1.5 Adhesive(fo�me�ly known os TOPCOAT (SBS,Cold-Applied,MatrixTM 101 MATRIX MoJorbond Modified Bitumen Premium SBS Membrene Adhesive) �ap: Ruberoid 30 FR,Ruberoid EnergyCap 30 FR SBS Membrane,Ruberoid MOP FR,Ruberoid EnergyCap MOP FR Membrone Adhesive)at 1.5—2.0 I gal/square i Base or Ply: Ruberoid SBS Heat-Weld 25,Ruberoid SBS Heat-Weld Smooth SBS-TA Ruberoid SBS Heat-Weld Grenule,Ruberoid SBS Heat-Weld 170 FR,Ruberoid SBS Heat-Weld Plus,Ruberoid SBS Heat- (SBS,Torch-Applied) Cap: Weld Plus FR,Ruberoid EnergyCap SBS Heat-Weld Plus FR Base or Ply: Ruberoid TORCH Smooth,Tri-Ply TP-4 Torch applied APP-TA Ruberoid TORCH Grenule,Tri-Ply TP-4G,Ruberoid TORCH 180,RoofMatch APP Modified Granular,Ruberoid TORCH FR, (APP,Torch-Applied) �ap' Ruberoid EnergyCap APP 250 FR,Ruberoid EnergyCap TORCH Grenule FR,Ruberoid EnergyCap TORCH Plus FR SBS-SA(self-adhering) Base or Ply: Liberty SBS Self-Adhering Base/Ply Sheet Self-adhered Cap Liberty SBS Self-Adhering Cap Sheet 14. "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind I loads. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 61 ( ��.�� `�!`�1� TRIIe�STY ERD � TABLE 3A: WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BOIVDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover No. (See Note 1) Type Attach Type Attach Base Ply Cap MDP(ps� Min. 1.5-inch Min. 19/32-inch GAF 2- Min.0.5-inch EnergyGuard (Optional)One or EnergyGuard RA, GAF 2-Part, SBS-AA,SBS-TA or W-1. plywood or OSB at EnergyGuard RH, Part,CR- High Density Roof CR-20 BP'��SBS-AA more BP-AA,SBS-AA, APP-TA -52.5 max.2 ft spans EnergyGuard RN 20 Fiberboard SBS-TA or APP-TA Min. 1.5-inch Min.0.25-inch DensDeck, Min. 19/32-inch EnergyGuard RA, GAF 2- DensDeck Prime or GAF 2-Part, BP-AA,SBS-AA, �Optional)One or SBS-AA,SBS-TA or W-2. plywood or OSB at Part,CR- more BP-AA,SBS-AA, -52.5 max.2 ft o.c.spans EnergyGuard RH, ZO SECUROCK Gypsum-Fiber CR-20 SBS-TA or APP-TA SBS-TA or APP-TA APP-TA EnergyGuard RN Roof Board Min. 1.5-(nch Min.0.25-inch DensDeck, Min. 19/32-inch GAF 2- W-3. plywood or OSB at EnergyGuard RA, part,CR- DensDeck Prime or GAF 2-Part, yyeatherWatch XT �Optional)SBS-TA, SBS-TA,APP-TA -52.5 EnergyGuard RH, SECUROCK Gypsum-Fiber CR-20 APP-TA max.2 ft o.c.spans EnergyGuard RN 20 Roof Board TABLE 1B-1: WOOD DECKS—NEVN CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BOINDED INSULATION,BOIVDED ROOF COVER Base Insulation Top Insulation Roof Cover MDP No. �$e i�°� Type Fasteners Attach Type Attach Type Attach Base Ply Cap �PS� CONVENTIONAL SYSTEMS: GAFGLAS#75 Base Sheet, Min.0.5-inch Min. Tri-Ply#75 Base Sheet,#80 32 ga.,1- 9-inch o.c.at the (Optional)Min. 1.5- EnergyGuard High (Optional) 19/32- Ultima Base Sheet,Ply 4, 5/8-inch dia. min.4-inch lap inch EnergyGuard Density Roof gp-qq, SBS-AA, inch FlexPly 6 or Stretavent tin caps with and 12-inch o.c, RA,EnergyGuard Fiberboard or BP-AA, W-4' plywood Eliminator Nailable Venting 11 ga. in two,equally RH,EnergyGuard HA EnergyGuard HA SBS_AA SBS-AA, SBS-TA, -45.0 at max.2 Base Sheet,Ruberoid 20, annular ring spaced,staggered RN or EnergyGuard Perlite Roof SBS-TA, APP-TA ft spans Ruberoid SBS Heat Weld shank nails center rows Ultre Insulation APP-TA Smooth or SBS Heat Weld 25 (homogenenous) GAFGLAS#75 Base Sheet, Min.0.5-inch II Min. Tri-Ply#75 Base Sheet,#80 32 ga.,1- 9-inch o.c.at the (Optional)Min. 1.5- EnergyGuard High (Optional) 19/32- Ultima Base Sheet,Ply 4, 5/8-inch dia. min.4-inch lap inch EnergyGuard Dens(ty Roof gp-qq� SBS-AA, inch FlexPly 6 or Stretavent tin caps with and 9-inch o.c.in RA,EnergyGuard Fiberboard or BP-AA, W-5' plywood Eliminator Nailable Venting 11 ga. two,equally RH,EnergyGuard HA EnergyGuard HA SBS-AA SBS-AA, SBS-TA, -52.5 at max.2 Base Sheet,Ruberoid 20, annular ring spaced,staggered RN or EnergyGuard Perlite Roof SBS-TA, APP-TA ft spans Ruberoid SBS Heat Weld shank nails center rows Ultre Insulation APP-TA Smooth or SBS Heat Weld 25 (homogenenous) Min.0.5-inch Min. 32 ga.,1- 9-inch o.c.at the (Optional)Min. 1.5- EnergyGuard High (Optional) 19/32- GAFGLAS#80 Ultima Base 5/8-inch dia. min.4-inch lap inch EnergyGuard Density Roof gp-qA, SBS-AA, W 6, inch Sheet,Ruberoid 20,Ruberoid tin caps with and 9-inch o.c.in RA,EnergyGuard Fiberboard or BP-AA, plywood MOP Smooth,Ruberoid MOP 11 ga. two,equally RH,EnergyGuard HA EnergyGuard HA SBS-AA SBS-AA, SBS-TA, -60.0 at max.2 Smooth 1.5 annular ring spaced,staggered RN or EnergyGuard Perlite Roof SBS-TA, APP-TA ft spans shank nails center rows Ultre Insulation APP-TA (homogenenous) Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 61 �� . . -�...� �� TRI�IN�ERD TABLE 16-1: WOOD DECKS—NEW CONSTRUCTION oR REROOF(TenR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP NO. (see Note 1� Type Fasteners Attach Type Attach Type Attach Base Ply Cap ps SELF-ADHERING SYSTEMS7 Min. GAFGLAS#75 Base Sheet, 32 ga.,1- 9-inch o.c.at the (Optional)Min. 1.5- Min.0.25-inch 19/32- Tri-Ply#75 Base Sheet,#80 5/8-inch dia. min.2-inch lap inch EnergyGuard (Optional) DensDeck Prime SBS-SA, inch Ultima Base Sheet,Ply 4, tin caps with and 12-inch o.c. RA,EnergyGuard SBS-SA, W-�' plywood FlexPly 6 or Stratavent il ga. in two,equally RH,EnergyGuard HA or SECUROCK HA SBS-SA SBS-TA or SBS-TA or -45.0 at max.2 Eliminator Nailable Venting annular ring spaced,staggered RN or EnergyGuard Gypsum-Fiber APP-TA APP-TA k spans Base Sheet shank nails center rows Ultre Roof Board Min. GAFGLAS#75 Base Sheet, 32 ga.,1- 9-inch o.c.at the (Optional)Min. 1.5- Min.0.25-inch 19/32- Tri-Ply#75 Base Sheet,#SO 5/S-inch dia. min.2-inch lap inch EnergyGuard DensDeck Prime Weather (Optional) W_8 inch Ultima Base Sheet,Ply 4, tin caps with and 12-Inch o.c. RA,EnergyGuard SBS-TA, plywood FlexPly 6 or Stratavent il ga. in two,equally RH,EnergyGuard HA or SECUROCK HA �atch SBS-TA, APP-TA -45.0 at max.2 Eliminator Nailable Venting annular ring spaced,staggered RN or EnergyGuard Gypsum-Fiber APP-TA ft spans Base Sheet shank nails center rows Ultra Roof Board TABLE 1B-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TeAR-OFF)oR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER S stem Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (see Note i) Type Fasteners Attach Type Attach ype c ase y a CONVENTIONALSYSTEMS: GAFGLAS#75 Base Sheet,Tri- (Optional)Min. Mfn.0.5-inch 12-fnch o.c.at the EnergyGuard Ply#75 Base Sheet,#80 Ultima 1.5-inch (Optional) Min. 19/32- min.4-inch lap High Density Base Sheet,Ply 4,FlexPly 6 or EnergyGuard RA, BP-AA, SBS-AA, W_9 inch plywood Stratavent Eliminator Nailable See Note 2 and 12-inch o.c. EnergyGuard RH, HA Roof Fiberboard HA BP-'�' SBS-AA, SBS-TA, -45.0 at max.2 ft in two,equally or EnergyGuard SBS-AA Venting Base Sheet,Ruberoid EnergyGuard RN SBS-TA, APP-TA spans 20,Ruberoid SBS Heat Weld spaced,staggered or EnergyGuard Perlite Roof APP-TA Smooth or SBS Heat Weld 25 center rows Ultre Insulation (homogenenous) GAFGLAS#75 Base Sheet,Tri- (Optional)Min. Min.0.5-inch 12-inch o.c.at the EnergyGuard Ply#75 Base Sheet,#80 Ultima 1.5-inch (Optional) Min.19/32- min.2-inch lap High Density Base Sheet,Ply 4,FlexPly 6 or EnergyGuard RA, BP-AA, SBS-AA, inch plywood and 12-inch o.c. Roof Fiberboard BP-AA, W-10. Stratavent Eliminator Nailable See Note 2 EnergyGuard RH, HA HA SBS-AA, SBS-TA, -60.0 at max.2 ft In three,equally or EnergyGuard SBS-AA Venting Base Sheet,Ruberoid EnergyGuard RN SBS-TA, APP-TA o.c.spans 20,Ruberoid SBS Heat Weld spaced,staggered or EnergyGuard Perlite Roof APP-TA Smooth or SBS Heat Weld 25 center rows Ultra Insulation (hamagenenous) GAFGLAS#75 Base Sheet,Tri- (Optional)Min. Min.0.5-inch 8-inch o.c.at the EnergyGuard Piy#75 Base Sheet,#80 Ultima 1.5-inch (Optional) Min.19/32- min.2-inch lap High Density Base Sheet,Ply 4,FlexPly 6 or EnergyGuard RA, BP-AA, SBS-AA, W-11. �nch plywood Stratavent Eliminator Nailable See Note 2 and 8-inch o.c.in EnergyGuard RH, HA Roof Fiberboard HA BP-�' SBS-AA, SBS-TA, -75.0 at max.2 ft three,equaliy or EnergyGuard SBS-AA Venting Base Sheet,Ruberoid EnergyGuard RN SBS-TA, APP-TA spans 20,Ruberoid SBS Heat Weld spaced,staggered or EnergyGuard Perlite Roof APP_TA Smooth or SBS Heat Weid 25 center rows Ultra Insulation (homogenenous) Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 61 . � � TRINITY�ERD TABLE iC: WOOD DECKS-NEW CONSTRUCTION,REROOF(Teart-OFF)ort RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note i) Type Fasteners Attach Type Attach Base Ply Cap �ps� Min. 19/32-inch plywood Min. 1-inch Drill-Tec#12 Fastener with Min.0.25-inch (Optional) SBS-TA, W-12' at max.2 ft spans EnergyGuard RN Drill-Tec AccuTrac Piates 1 per 1.78 ft2 SECUROCK Gypsum- OB500 SBS-SA SBS-TA, APP=TA 'S2.5 Fiber Roof Board APP-TA _ Min. 19/32-inch plywood Min. 1-inch Drill-Tec#12 Fastener with Min.0.25-inch Weather (Optional) SBS-TA, W-13. at max.2 ft spans EnergyGuard RN Driil-Tec AccuTrec Plates 1 per 1.78 ft2 SECUROCK Gypsurrm- 06500 -Watch SBS-TA,_ APP-TA -52.5 Fiber Roof Board XT APP-TA � TABLE 1D: WOOD DECKS-NEW CONSTRUCTION,REROOF(TeArt-OFF)oR RECOVER � SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. (See Note i) Base Insulation Layer Type Fasteners Attach Base Ply Cap �PS� CONVENTIONAL SYSTEMS: - � Min.0.75-inch,one or more (Optional) SBS-AA, Min. 19/32-inch I wood - Min. 1.5-inch EnergyGuard Composite or 1 per 3 BP-AA, BP-AA,SBS- - ' at max.2 ft spans laid � � nergy uar omposi e - , , APP_TA APP-TA Min.0.75-inch,one or more Min. 1-Inch EnergyGuard High Density (Optional) SBS-AA, Min. 19/32-inch plywood Roof Fiberboard or min.0.75-inch 1 per 2 BP-AA, BP-AA,SBS- W-15. layers,any combination loose See Note 2 SBS-TA, -45.0 at max.2 ft spans �aid � EnergyGuard Perlite Roof Insulation ft2 SBS-AA AA,SBS-TA, APP-TA (homogeneous) APP-TA SELF�ADHERING SYSTEMS: � � ` W-16. Min. 15/32-inch plywood (Optional)One or more layers, Min. 1.5-inch EnergyGuard RA, See Note 2(HD 1 per 2 SBS-SA �Optional) SBS-SA -45.0 at max.2 ft spans any combination,Ioose laid EnergyGuard RH,EnergyGuard RN Fasteners only) ft2 SBS-SA W_l� Min. 15/32-inch plywood (Optional)One or more layers, Min.0.5=inch DensDeck DureGuard See Note 2(HD 1 per 2 SBS-SA �Optfonal) SBS-SA -52.5 at max.2 ft spans any combination,Idose laid Fasteners only)- ft2 SBS-SA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendiz 1,Page 6 of 61 l__..� r�—_ i '•:r j ' l `�� ` ERD ��-. TRINIIY, TABLE 3E: WOOD DECKS—NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap CPS� CONVENTIONAL SYSTEMS7 GAFGLAS#75 Base Sheet,Tri-Piy SBS-AA, Min. 19/32-inch Min. 1-inch,one or 12-inch o.c.at min.2-inch laps and Prelim #75 Base Sheet,#80 Ultima Base BP-AA SBS-TA, W-18. plywood at max. more layers,any attach Sheet Stratavent Eliminator Nailable See Note 2 12-inch o.c.in two,equally spaced, SBS-AA SBS-CA, -45.0 2 ft spans combination Venting Base Sheet,Ruberoid 20 staggered center rows APP_TA GAFGLAS#75 Base Sheet,Tri-Ply SBS-AA, Min. 19/32-fnch Min. 1-inch,one or 12-inch o.c.at min.2-inch laps and Prelim #75 Base Sheet,#80 Ultfma Base BP-AA, SBS-TA, -60.0 W-19. plywood at max. more layers,any attach Sheet Stratavent Eliminator Nailable See Note 2 12-inch o.c.in three,equally spaced, SBS-AA SBS-CA, 2 ft spans combination Venting Base Sheet,Ruberoid 20 staggered center rows APP-TA GAFGLAS#75 Base Sheet,Tri-Ply SBS-AA, Min. 19/32-inch Min. 1-inch,one or 8-inch o.c.at min.2-inch laps and 8- Prelim #75 Base Sheet #80 Ultima Base BP-AA SBS-TA W-20. plywood at max. more layers,any attach Sheet Stratavent Eliminator Naflable See Note 2 inch o.c. fn three,equally spaced, SBS-AA SBS-CA '�5.0 2 ft spans combination Venting Base Sheet,Ruberoid 20 staggered center rows APP_TA' Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 61 � �'`;�' ^� _ �� y`'"��TRII�IITY�ERD � TABLE 1F-1: WOOD DECKS-NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE E: NON-INSULATED,PNECHAIdICALY FASTEDED BASE SHEET,BONDED ROOF COVER System Base Sheet Roof Cover MDP No. Deck(See Note 1) Type Faster Attachment Ply Cap (psf) CONVENTIONAL SYSTEMS7 Min. 19/32-inch 32 ga., 1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9- (Optional) W-21. plywood at max.2 ft GAFGLAS#80 Ultima Base Sheet; Ruberoid 20 caps with 12 ga.annular inch o.c.at two,equally spaced, BP-AA, SBS-AA -45.0 spans ring shank nails staggered center rows SBS-AA GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet, SBS-AA, Min. 19/32-inch 32 ga., 1-5/8-inch dia,tin 9-inch o.c.at min.4-inch laps and 12- #80 Ultima Base Sheet,Ply 4,FlexPly 6 or Stretavent BP-AA SBS-TA W-22. plywood at max.2 ft caps with 11 ga.annular inch o.c. in two,equally spaced, ' ' -45.0 spans Eliminator Nailable Venting Base Sheet,Ruberoid 20, ring shank nails staggered center rows SBS-AA SBS-CA, Ruberoid SBS Heat Weld Smooth or SBS Heat Weld 25 APP-TA GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet, SBS-AA, Min. 19/32-inch #80 Ultima Base Sheet,Ply 4,FlexPly 6 or Stretavent 32 ga., 1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9- BP_� SBS-TA, W-23. plywood at max.2 ft caps with 11 ga.annular inch o.c.in two,equally spaced, -52.5 spans. Eliminator Nailable Venting Base Sheet,Ruberoid 20, ring shank nails staggered center rows SBS-AA SBS-CA, Ruberoid SBS Heat Weld Smooth or SBS Heat Weld 25 APP-TA Min. 19/32-inch 32 ga., 1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9- GAFGLAS#80 Ultima Base Sheet,Ruberoid 20, (Optional) APP-TA -60.0 W-24. plywood at max.2 ft caps with 11 ga.annular inch o.c.in two,equally spaced, spans Ruberoid MOP Smooth,Ruberoid MOP Smooth 1.5 ring shank nails staggered center rows APP-TA Min. 19/32-inch 32 ga.,1-5/8-fnch dia.tin 8-inch o.c.at min.4-inch laps and 8- (Optional) W-25. plywood at max.2 ft GAFGLAS#80 Ultima Base Sheet; Ruberoid 20 caps with 12 ga.annular inch o.c.at three,equally spaced, BP-AA, SBS-AA -75.0 spans ring s an nai s s aggere cen er rows - Min. 19/32-inch 32 ga.,1-5/8-inch dia.tin 7-inch o.c.at min.4-inch laps and 7- SBS-AA, W-26. plywood at max.2 ft GAFGLAS#80 Ultima Base Sheet; Ruberoid ZO caps with 11 ga.annular inch o.c.in three,equally spaced, BP'AA, SBS-TA, _82 5 spans ring shank nails staggered center rows SBS-AA SBS-CA, APP-TA SELF-ADHERING SYSTEMSC � Min. 19/32-inch 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9- SBS-SA, W-27. plywood at max.2 ft Liberty MA Mechanically Attached Base Sheet � caps with 11 ga.annular fnch o.c.in two,equally spaced, (�Ptional) SBS-TA _37.5 spans ring shank nails staggered center rows SBS-SA or APP- TA Min. 15/32-inch 32 ga., 1-5/8-inch dia.tin 8-inch o.c.at min.3-inch laps and 8- SBS-SA, W-28. plywood-at max.2 ft Liberty MA Mechanically Attached Base Sheet caps with 11 ga.annular inch o.c. in three,equally spaced, ��Ptional) SBS-TA -45.0 spans ring shank nails staggered center rows SBS-SA or APP- TA I Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 � Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 61 r�`��,.�� _ - �`��..? TRINIIY�E�D � TABLE 1F-2: WOOD DECKS-NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTEM TYPE E: NON-INSULATED,MECHANICALY FASTEDED BASE SHEET,BONDED ROOF COVER Base Sheet Roof Cover MDP System Deck(See Note 1) No• Type Faster Attachment Ply Cap �ps� . CONVENTIONALSYSTEMS7 GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,#80 Min. 19/32-inch Ultima Base Sheet,Ply 4,FlexPly 6 or Stretavent Eliminator 12-inch o.c.at 2-inch laps and 12- BP_� SBS- SBS-AA,SBS- W-29. plywood at max.2 ft Nailable Venting Base Sheet,Ruberoid 20,Ruberoid SBS See Note 2 inch o.c,in two,equally spaced, � TA,SBS-CA, -45.0 spans Heat Weld Smooth or SBS Heat Weld 25 staggered center rows APP-TA GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,#80 Min. 19/32-inch Ultima Base Sheet,Ply 4, FlexPly 6 or Stretavent Eliminator 12-inch o.c.at 2-inch laps and 12- BP_� SBS- SBS-AA,SBS- W-30. plywood at max.2 ft Nailable Venting Base Sheet,Ruberoid 20,Ruberoid SBS See Note 2 fnch o.c.in three,equally spaced, � TA,SBS-CA, -60.0 spans Heat Weld Smooth or SBS Heat Weld 25 staggered center rows APP-TA Min. 19/32-fnch 9-inch o.c,at 4-inch laps and 9- �Optional) SBS-TA W-31. plywood at max.2 ft GAFGLAS#80 Ultima Base Sheet Base,Ruberoid 20, See Note 2 inch o.c.in two,equally spaced, -60.0 spans Rubero(d MOP Smooth,Ruberoid MOP Smooth 1.5 staggered center rows SBS-TA (polyester only) GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,#80 Min. 19/32-inch Ultima Base Sheet,Ply 4,FlexPiy 6 or Stratavent Eliminator 8-fnch o.c,at 2-inch laps and 8- BP_� SBS_ SBS-AA,SBS- W-32. plywood at max.2 ft Nailable Ventfng Base Sheet,Ruberoid 20,Ruberoid SBS See Note 2 inch o.c.1n three,equally spaced, AA TA,SBS-CA, -75.0 spans Heat Weld Smooth or SBS Heat Weld 25 staggered center rows APP-TA FGLAS#75 Base Sheet Tri-PI #75 Base Sheet #80 � ' Ultima Base Sheet,Ply 4,FlexPly 6 or Stratavent Eliminator W-33. plywood at max.2 ft Nailable Venting Base Sheet,Ruberoid 20,Ruberoid SBS See Note 2 inch o.c. in three,equally spaced, AA ' TA,SBS-CA, -105.0 spans Heat Weld Smooth or SBS Heat Weld 25 staggered center rows APP-TA SELF-ADHERING SYSTEMSC SBS-SA Min. 19/32-inch 9-inch o.c.at 4-inch laps and 9- Note:Seams W-34. plywood at max.2 ft StormSafe Anchor Sheet See Note 2 inch o.c.in three,equally spaced, (Optional) sealed with -60.0 spans (AccuTrec only) staggered center rows SBS-SA TOPCOAT58900 or Flexseal Min. 15/32-inch 8-inch o.c.at 3-inch laps and 8- W-35. plywood at max.2 ft Liberty MA Mechanically Attached Base Sheet See Note 2(HD �nch o.c,in two,equally spaced, �Optional) SBS-SA,SBS- _60.0 spans Fasteners only) staggered center rows SBS-SA TA or APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 61 �` �.} d!'r�'1, � �� - 4�T d� y�'`�--_j�TI�II\II�!ERD i TABLE 2A-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tenrt-OFF)ort RECOVER ' SYSTEM TYPE B-1: MECHAfVICALLY ATTACHED BASE INSULATIOW,BOf�7DED TOP INSULATIOPI,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Fasten Attath Type Attach Base Ply Cap �Psf� CONVENTIONAL SYSTEMS7 Min.22 ga.,type B, Min. 1.5-inch Min.0.75-inch EnergyGuard Perlite Roof (Optional) SC-1 Grade 33 steel or EnergyGuard POLYISO See Note 1 per 4 Insulation(homogeneous)or min.0.5-inch HA BP-AA, One or more SBS-AA -37.5* structural concrete INSULATION, 2 ft2 Structodek High Density Fiberboard Roof SBS-AA BP-AA,SBS- EnergyGuard Ultra Insulation AA Min.2�ga.,type B, Min.0.625-inch See Note 1 per 4 Min. 1.5-inch EneryGuard followed by min. (Optional) * SC-2 Grade 33 steel or 0.25-inch DensDeck Prime or SECUROCK HA APP-TA APP-TA -45.0 structurel concrete DensDeck Prime 2 ft2 Gypsum-Fiber Roof Board APP-TA Min.2Z ga.,type B, Min.0.5-inch See Note 1 per Min. 1.5-inch EneryGuard followed by min. (Optional) * SC-3 Grade 33 steel or 0.25-inch DensDeck Prime or SECUROCK HA APP-TA APP-TA -45.0 structural concrete DensDeck Prime 2 2.67 ft2 Gypsum-Fiber Roof Board APP-TA Min.22 ga.,type B, Min. 1.5-inch Min.0.75-inch EnergyGuard Perlite Roof (Optional) SC-4 Grede 33 steel or EnergyGuard POLYISO See Note 1 per Insulation(homogeneous)or min.0.5-inch HA BP-AA, One or more SBS-AA -45.0* structural concrete INSULATION, 2 2.67 ft2 Structodek High Density Fiberboard Roof SBS-AA BP-AA,SBS- EnergyGuard Ultra Insulation AA Min.22 ga.,type B, Min.2-inch Min. 0.75-inch EnergyGuard Perlite Roof (Optional) Ener Guard POLYISO See Note 1 er 4 Insulation homogeneous)or min.0.5-inch BP-AA, One or more structural concrete INSULATION, 2 ft2 Structodek High Density Fiberboard Roof SBS-AA BP-AA,SBS- ' EnergyGuard Ultre Insulation AA Min.22 ga.,type B, Min. 1.5-inch Min.0.5-inch EnergyGuard Perlite Recover (Optional) EnergyGuard POLYISO See Note 1 per 4 Board or min.0.25-fnch DensDeck, BP-AA, One or more * SC-6 Grade 33 steel or INSULATION, 2 ft2 DensDeck Prime or SECUROCK Gypsum HA SBS-AA BP-AA,S8S- SBS-AA -45.0 structurel concrete EnergyGuard Ultre Fiber Roof Board AA Min.2-inch Min.0.5-inch EnergyGuard Perlite Recover (Optional) Min.22 ga.,type B, Board or min.0.75-inch EnergyGuard SC-7 Grade 33 steel or EnergyGuard RA, See Note 1 per perlite Roof Insulation(homogeneous)or HA gP"AA, One or more SBS-AA -45.0* structural concrete EnergyGuard RH, 2 4.0 ft2 Structodek High Density Fiberboard Roof SBS-AA BP-AA,SBS- EnergyGuard RN Insulation AA Min. 1.5-inch Min.0.5-inch EnergyGuard Perlite Recover (Optional) Min.22 ga.,type B, Board or min.0.75-inch EnergyGuard SC-8 Grade 33 steel or EnergyGuard RA, See Note 1 per perlite Roof Insulation(homogeneous)or HA BP-�`� One or more SBS-AA -45.0* structural concrete EnergyGuard RH, Z Z•�ft2 Structodek High Density Fiberboard Roof SBS-AA BP-AA,SBS- EnergyGuard RN Insulation AA Min. 1.5-inch Min. 1.5-inch EnergyGuard RA, (Optional) Min.22 ga.,type B, EnergyGuard RA, See Note 1 per EnergyGuard RH,EnergyGuard RN BP-AA, One or more SC-9 Grade 33 steel or HA SBS-AA -45.0* structurel concrete EnergyGuard RH, 2 4.0 ft2 followed by min. 0.75-inch EnergyGuard SBS-AA BP-AA,SBS- EnergyGuard RN Perlite Roof Insulation(homogeneous) AA Min.22 ga.,type B, Min.2.2-inch (Optional) SC-10 Grede 33 steel or EnergyGuard RA, See Note 1 per Min.0.5-inch Structodek High Density HA BP-AA, One or more SBS-AA -45.0* structural concrete EnergyGuard RH, 2 4.0 ft2 Fiberboard Roof Insulation SBS-AA BP-AA,SBS- EnergyGuard RN � Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 10 of 61 �I � - �.�r� � �`S_��a$�NIN 1 ERD � TABLE 2A-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTENI TYPE B-1: NIECHANICALLY ATTACHED BASE INSULATIOIV,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP Na• (See Note 1) Type Fasten Attach Type Attach Base Ply Cap �PS� Min.22 ga.,type B, Min.2-inch SBS-AA SC-li Grade 33 steel or EnergyGuard RA, See Note 1 per Min. 1.0-inch EnergyGuard Perlite Roof HA BP-AA, (Optional)BP- or SBS- -60.0 structural concrete EnergyGuard RH, 2 1.45 ft2 Insulation(homogeneous) SBS-AA AA,SBS-AA TA EnergyGuard RN Min.2-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per Min.0.5-inch Structodek High Density BP-AA, (Optional)BP- SBS-AA SC-12 Grede 33 steel or EnergyGuard RH, 2 1.45 ft2 Fiberboard Roof Insulation HA SBS-AA AA,SBS-AA or SBS- -67.5 structural concrete EnergyGuard RN TA (Optional) Min. 1.5-inch Optional additional layers of base HA,GAF BP-AA, SBS-AA, Min.22 ga.,type B, One or more EnergyGuard RA, See Note 1 per 2 insulation; Min.0.25-inch DensDeck, 2-Part, SBS-AA, SBS-TA * SC-13 Grade 33 steel or BP-AA,SBS- -45.0 EnergyGuard RH, 2 ft2 DensDeck Prime or SECUROCK Gypsum- CR-20, SBS-TA or or APP- structural concrete EnergyGuard RN Fiber Roof Board OB500 APP-TA AA,SBS-TA or TA APP-TA (Optional) Min.2-inch Optional additional layers of base HA,GAF BP-AA, SBS-AA, Min.22 ga.,type B, One or more SC-14 Grede 33 steel or EnergyGuard RA, See Note 1 per insulation; Min.0.25-inch DensDeck, 2-Part, SBS-AA, SBS-TA * BP-AA,SBS- -45.0 EnergyGuard RH, 2 4.0 ft2 DensDeck Prime or SECUROCK Gypsum- CR-20, SBS-TA or or APP- structurel concrete EnergyGuard RN Fiber Roof Board OB500 APP-TA AA,SBS-TA or TA APP-TA Min. 1.5-inch HA,GAF Min.22 ga.,type B, EnergyGuard RA, See Note 1 per 2 Min. 0.5-inch EnergyGuard High Density 2-Part, BP-AA, * SC-15 Grade 33 steel or EnergyGuard RH, z ft2 Roof Fiberboard CR-20 or SBS-AA None SBS-CA -45.0 structural concrete EnergyGuard RN or OB500 EnergyGuard Ultra (Optional) Min.22 ga.,type B, Min.2-inch HA,GAF BP-AA, SBS-AA, EnergyGuard RA, See Note 1 per 2 Min.0.375-inch SECUROCK Gypsum-Fiber 2-Part, SBS-AA, One or more SBS-TA SC-16 Grade 33 steel or BP-AA,SBS- -60.0 EnergyGuard RH, 2 ft2 Roof Board CR-20, SBS-TA or or APP- structural concrete EnergyGuard RN OBS00 APP-TA ��SBS-TA or TA APP-TA (Optfonal) Min.2-inch HA' BP-AA, SBS-AA, Min.22 ga.,type B, 0B500 or One or more SBS-TA EnergyGuard RA, See Note 1 per Min.0.25-inch SECUROCK Gypsum-Fiber SBS-AA, SC-17 Grade 33 steel or GAF 2- BP-AA,SBS- -60.0 structurel concrete EnergyGuard RH, 2 1.6 ft2 Roof Board Part,CR- SBS-TA or qA,SBS-TA or or APP- EnergyGuard RN Z� APP-TA APP_TA TA SELF-ADHERING SYSTEMS7 Min.22 ga.,Type Min.0.5-inch EnergyGuard RH HD Polyiso OB500, SBS-SA or (Optional) B,Grede 33 steel Min. 1.5-EnergyGuard See Note 1 per 2 Insulation,EnergyGuard HD Polyiso SBS-TA, * SC-18 or structurel RH 2 ftZ Insulation,EnergyGuard HD Plus Polyiso LRF-M,M- Weather- SBS-TA,APP- APP-TA -37.5 concrete Insulation OSFA Watch XT TA Min.22 ga.,Type Min.0.5-inch EnergyGuard RH HD Polyiso pg500, SBS-SA or (Optional) B,Grade 33 steel Min.2-EnergyGuard See Note 1 per Insulation,EnergyGuard HD Polyiso SBS-TA, * SC-19 or structurel RH 2 2.9 ftZ Insulation,EnergyGuard HD Plus Polyiso LRF-M,M- Weather- SBS-TA,APP- APP-TA '37.5 concrete Insulation OSFA Watch XT TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 61 r� ��r� �� 1,,, 1 . � 3' I�I�INITY j ERD TABLE 2A-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTEM TYPE B-1: MECHARIICALLY ATTACHED BASE YNSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Fasten Attach Type Attach Base Ply Cap �PS� Min. 1.5-inch Min.22 ga.,type B, EnergyGuard POLYISO See Note 1 per 2 Additional layer(s),min. 0.5-inch thick base 06500, SBS-SA or (Optional) SBS-TA, SC-20 Grade 33 steel or LRF-M,M- Weather- SBS-TA,APP- -45.0* structural concrete INSULATION, 2 ft2 insulation OSFA Watch XT TA APP-TA EnergyGuard Ultre Min.2-inch Min.22 ga.,type B, EnergyGuard POLYISO See Note 1 per Additional layer(s), min.0.5-inch thick base 0B500, SBS-SA or (Optional) SBS-TA, * SC-21 Grade 33 steel or LRF-M,M- Weather- SBS-TA,APP- -45,0 structural concrete INSULATION, 2 2.9 ft2 insulation OSFA Watch XT TA APP-TA EnergyGuard Ultra Min.2-inch Min.22 ga.,type B, EnergyGuard POLYISO See Note 1 per 4 Additional layer(s),min. 1.5-inch thick base 06500, SBS-SA or (Optional) SBS-TA, SC-22 Grede 33 steel or LRF-M,M- Weather- SBS-TA,APP- -45.0* structural concrete INSULATION, 2 ft2 insulation OSFA Watch XT TA APP-TA EnergyGuard Ultra Min.22 ga.,type B, Min. 1.5-inch Optional additional layers of base (Optfonal) EnergyGuard RA, See Note 1 per 2 Weather- SBS-TA, * SC-23 Grade 33 steel or EnergyGuard RH, 2 ft2 insulatfon; Min.0.25-inch Dens Deck Prime OB500 yyatch XT SBS-TA,APP- APP-TA -45.0 structural concrete EnergyGuard RN or SECUROCK Gypsum-Fiber Roof Board TA Min. 1.5-inch Optional additfonal layers,min. 0.5-inch g _ 0B500, (Optional) SBS-TA SC-24 Grade 33 steel or INSULATION, 2 ft2 Deck DuraGuard or SECUROCK Gypsum- ' APP-TA ' structural concrete EnergyGuard Ultre Fiber Roof Board OSFA� TA Min. 1.5-inch Optional additlonal layers,min. 1-nich thick Min.22 ga.,type B, EnergyGuard POLYISO See Note 1 per 2 base insulation; Min.0.25-inch Dens Deck OB500, yyeather- �Optional) SBS-TA, SC-25 Grade 33 steel or INSULATION, 2 ft2 DuraGuard,Dens Deck Prime or SECUROCK LRF-M,M- Watch XT SBS-TA,APP- APP-TA -45.0* structurel concrete EnergyGuard Ultre Gypsum-Fiber Roof Board OSFA TA Min.2-inch Optional additional layers,min.0.5-inch Min.22 ga.,type B, EnergyGuard POLYISO See Note 1 per base insulation; Min.0.25-inch Dens Deck OB500, (Optional) SBS-TA, SC-26 Grade 33 steel or LRF-M,M- SBS-SA SBS-TA,APP- -45.0* structural concrete INSULATION, 2 2.9 ft2 DuraGuard or SECUROCK Gypsum-Fiber OSFA TA APP-TA EnergyGuard Ultra Roof Board Min.22 ga.,type B, Min.2-inch Optional additional layers, min. 0.5-inch OB500, (Optional) SC-27 Grede 33 steel or EnergyGuard POLYISO See Note 1 per base insulation; Min.0.25-inch Dens Deck Weather- SBS-TA LRF-M,M- SBS-TA,APP- ' -45.0* structurel concrete INSUTATION, 2 2.9 ft2 DuraGuard,Dens Deck Prime or SECUROCK �SFA Watch XT TA APP-TA EnergyGuard Ultre Gypsum-Fiber Roof Board Min.22 ga.,type B, Min.2-inch EnergyGuard RA, See Note 1 per 4 Min.0.25-inch SECUROCK Gypsum-Fiber (Optional) * SC-28 Grade 33 steel or EnergyGuard RH, 2 ft2 Roof Board OB500 SBS-SA SBS-SA SBS-SA -45.0 structural concrete EnergyGuard RN Min.2-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per 4 Optional additional layers of base Weather- �Optional) SBS-TA, * SC-29 Grade 33 steel or EnergyGuard RH, 2 ft2 insulation; Min.0.25-inch Dens Deck Prime 06500 N/atch XT SBS-TA,APP- APP_TA -45.0 structural concrete EnergyGuard RN or SECUROCK Gypsum-Fiber Roof Board TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 12 of 61 7'�-� ~�� 1� Z', t " l �t`��/J �' --1 TRINITY ERD 1 TABLE 2A-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TenR-OFF)oR RECOVER SYSTEM TYPE B-1: MECHANIC�ILLY A7"iACFtED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note i) Type Fasten Attach Type Attach Base Ply Cap �PS� Min.2-inch Optional additional layers,min. 1.5-inch Min.22 ga.,type B, EnergyGuard POLYISO See Note 1 per 4 base insulation; Min.0.25-inch Dens Deck 0B500, (Optional) SBS-TA, * SC-30 Grade 33 steel or LRF-M M- SBS-SA SBS-TA APP- -45.0 structural concrete INSULATION, 2 ft2 DureGuard or SECUROCK Gypsum-Fiber OSFA� TA � APP-TA EnergyGuard Ultra Roof Board Min.2-inch Optional additional layers,min. 1.5-inch Min.22 ga.,type B, OBS00, (Optional) EnergyGuard POLYISO See Note 1 per 4 base insulation; Min.0.25-inch Dens Deck Weather- SBS-TA, * SC-31 Grade 33 steel or INSULATION 2 ft2 DureGuard,Dens Deck Prime or SECUROCK LRF-M,M- y�atch XT SBS-TA,APP- APP_TA -45.0 structural concrete EnergyGuard Ultre Gypsum-Fiber Roof Board OSFA TA Min.2-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per 2 Min. 0.375-inch SECUROCK Gypsum-Fiber Weather- �Optional) SBS-TA, SC-32 Grade 33 steel or EnergyGuard RH, 2 ft2 Roof Board OB500 N/atch XT SBS-TA,APP- APP_TA -60.0 structural concrete EnergyGuard RN TA Min.2-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per Min.0.25-inch SECUROCK Gypsum-Fiber Weather- (Opt(onal) SBS-TA, SC-33 Grede 33 steel or EnergyGuard RH, 2 1.6 ft2 Roof Board OB500 yyatch XT SBS-TA,APP- APP-TA -60.0 structural concrete EnergyGuard RN TA Min.22 ga.,type B, Min.2-inch HA,GAF SC-34 Grade 33 steel or EnergyGuard RH, 2 ft2 Roof Board - a ' SBS-SA ' structural concrete EnergyGuard RN CR-20 Min. 1.5-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per 2 Optfonal additional layers of base HA,GAF yyeather- �Optional) SBS-TA, * SC-35 Grede 33 steel or EnergyGuard RH, Z �Z insulation; Min.0.25-inch DensDeck Prime 2-Part, yyatch XT SBS-TA,APP- APP-TA -45.0 structurel concrete EnergyGuard RN or SECUROCK Gypsum-Fiber Roof Board CR-20 TA Min.22 a.,type B, Min.2-inch SC-36 Grade 33 steel or See Note 1 er 4 �sullation;dMiinf�0 25 inch DensDeck Prime 2 PartAF Weather- SBS'TAaIAPP- SBS-TA -45.0 EnergyGuard RA, p , * structural concrete EnergyGuard RH, 2 ft2 or SECUROCK Gypsum-Fiber Roof Board CR-20 Watch XT TA APP-TA EnergyGuard RN Min.2-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per 2 Min.0.375-inch SECUROCK Gypsum-Fiber HA,GAF y�/eather- �Optional) SBS-TA, SC-37 Grade 33 steel or 2-Part, SBS-TA APP- -60.0 structurel concrete EnergyGuard RH, 2 ft2 Roof Board CR-20 Watch XT TA ' APP-TA EnergyGuard RN Min.22 ga.,type B, Min.2-inch HA,GAF (Optional) EnergyGuard RA, See Note 1 per Min. 0.25-inch SECUROCK Gypsum-Fiber Weather- SBS-TA, SC-38 Grade 33 steel or EnergyGuard RH, 2 1.6 ft2 Roof Board Z-Part' Watch XT SBS-TA,APP- APP-TA -60.0 structural concrete EnergyGuard RN CR-20 TA VENTING SYSTEMSC Min.22 ga.,type B, Min. 1.5-inch (Optional) i EnergyGuard POLYISO See Note 1 per 4 Hot One or more * i SC-39 Grade 33 steel or INSULATION, 2 ft2 Additional layer of base insulation asphalt B-LL BP_AA SBS_ SBS-AA -45.0 structural concrete EnergyGuard Ultra AA I Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 13 of 61 �- - .--. ,.--� � �� _ `��TRINI� ERD � TABLE 2A-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TenR-OFF)oR RECOVER SYSTEM TYPE B-1: MECHANICALLY ATTACHED BASE INSULATIOM,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Fasten Attach Type Attach Base Ply Cap �PS� COLD-APPLIED SYSTEMSC Min.22 ga.,Type Min.0.5-inch EnergyGuard RH HD Polyiso OB500 SBS-CA B,Grade 33 steel Min. 1.5-EnergyGuard See Note 1 per 2 Insulation,EnergyGuard HD Polyiso ' SBS-CA or * SC-40 or structurel RH 2 ftZ Insulation,EnergyGuard HD Plus Polyiso LRF-M,M- SBS-CA-1 None or SBS- -37.5 concrete Insulation OSFA CA-1 Min.22 ga.,Type Min. 0.5-inch EnergyGuard RH HD Polyiso OB500, SBS-CA B,Grade 33 steel Min.2-EnergyGuard See Note 1 per Insulation,EnergyGuard HD Polyiso SBS-CA or * SC-41 or structural RH 2 2.9 ftZ Insulation,EnergyGuard HD Plus Polyiso LRF-M,M- SBS-CA-1 None or SBS- -37.5 concrete Insulation OSFA CA-1 Min.22 ga.,type B, Min. 1.5-inch EnergyGuard RA, See Note 1 per 2 Min.0.25-inch DensDeck Prime or SBS-CA- SC-42 Grade 33 steel or EnergyGuard RH, 2 ft2 SECUROCK Gypsum-Fiber Roof Board OBS00 SBS-CA-1 None 1 -45.0* structural concrete EnergyGuard RN Min.22 ga.,type B, Min.2-(nch EnergyGuard RA, See Note 1 per 4 Min.0.25-inch DensDeck Prime or SBS-CA- * SC-43 Grade 33 steel or EnergyGuard RH, 2 ft2 SECUROCK Gypsum-Fiber Roof Board OB500 SBS-CA-1 None 1 -45.0 structural concrete EnergyGuard RN HYBRID HOT�COLD-APPLIED SYSTEMS: Min.22 ga.,type B, Min.0.25-fnch DensDeck,DensDeck Prime, SC-44 Grade 33 steel or M(n.2-inch See Note 1 per DensDeck DureGuard or SECUROCK HA None Two BP-AA SBS-CA- _45.0* structural concrete EnergyGuard RA 2 5.34 ft2 Gypsum-Fiber Roof Board 1 Min.22 ga.,type B, Min.two layers,min. Min.0.25-inch DensDeck,DensDeck Prime, SC-45 Grede 33 steel or 1.5-inch EnergyGuard See Note 1 per 4 DensDeck DureGuard or SECUROCK HA None Two BP-AA SBS-CA- -45.0* . structural concrete RA,RM or RN Z �2 Gypsum-Fiber Roof Board 1 Min.2-inch Min.22 ga.,type B, EnergyGuard RA, See Note 1 per 4 Min.0.25-inch DensDeck,DensDeck Prime, SBS-CA- SC-46 Grade 33 steel or EnergyGuard RH 2 ft2 DensDeck DureGuard or SECUROCK HA None Two BP-AA 1 -45.0* structural concrete EnergyGuard RN� Gypsum-Fiber Roof Board Min.22 ga.,type B, Min. 1.5-inch Min.0.25-inch DensDeck,DensDeck Prime, SC-47 Grade 33 steel or EnergyGuard RA,RM See Note 1 per 2 DensDeck DuraGuard or SECUROCK HA None Two BP-AA SBS-CA- -45.0* structurel concrete or RN 2 ft2 Gypsum-Fiber Roof Board 1 , Min.22 ga.,type B, Min. 1.5-inch , EnergyGuard RA, See Note 1 per 2 Min.0.25-inch DensDeck Prime or SBS-CA- * SC-48 Grade 33 steel or EnergyGuard RH, 2 ft2 SECUROCK Gypsum-Fiber Roof Board �B500 None Two BP-AA 1 -45.0 structural concrete EnergyGuard RN Min.22 ga.,type B, Min.2-inch EnergyGuard RA, See Note 1 per 4 Min.0.25-inch DensDeck Prime or SBS-CA- * SC-49 Grade 33 steel or EnergyGuard RH, 2 ft2 SECUROCK Gypsum-Fiber Roof Board OB500 None Two BP-AA 1 -45.0 structural concrete EnergyGuard RN Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 61 - r' � .�' �� ti.�`! - � �''��,;� TRIf�11�Y�ERD TABLE 2A-2: STEEL DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF) I SYSTEM TYPE B-2: iNECHANICALLY ATTACHED THERMAL BARRIER,BONDED TEMP ROOF,BONDED TOP INSULATION,BONDED ROOF COVE62 System Deck Thermal Barrier Insulation Layer(s) Roof Cover MDP Temp Roof �psf� No. (See Note 1) Type Fastener Attach Type Attach Base Ply Cap SELF-ADHERING SYSTEMS: Min.22 ga., Min.0.625-inch See Note 2 Type B,Grede DensDeck DuraGuard �Drill-Tec31n. UnderRoof 2 SC-50 33 steel or or min.0.5-inch Ribbed Galvalume 1 per or HT,self- Min.1.5-inch EnergyGuard RA, OB500 SBS-SA None SBS-SA -45.0* structural SECUROCK Gypsum Plate(Flat)may Z'�� adhered EnergyGuard RH,EnergyGuard RN concrete Fiber Roof Board be used) Min.22 ga., Min.0.625-inch See Note 2 Type B,Grade DensDeck DuraGuard Orill-Tec 31n. UnderRoof 2 SBS-SA or (Optional) � 1 per Min. 1.5-inch EnergyGuard RA, SBS-TA, * SC-51 33 steel or or min.0.5-inch Rlbbed Galvalume 2�ftz or HT,self- EnergyGuard RH,EnergyGuard RN OB500 WeatherWatch SBS-TA, APP_.rA -45.0 structurel SECUROCK Gypsum Plate(Flat)may adhered XT APP-TA concrete Fiber Roof Board be used) Min.22 ga., Min.0.625-inch See Note 2 Min. 1.5-inch EnergyGuard RA, Type B,Grade DensDeck DureGuard (Drlll-Tec3ln. UnderRoof 2 EnergyGuard RH,EnergyGuard RN SC-52 33 steel or or min.0.5-inch Rlbbed Galvalume Z�ft: or HT,self- followed by min.0,25-inch DensDeck OB500 SBS-SA None SBS-SA -45.0* structural SECUROCK Gypsum Plate(Flat)may adhered DuraGuard or SECUROCK Gypsum-Fiber concrete Fiber Roof Board be used) Roof Board Min.22 ga., Min.0.625-inch See Note 2 Min. 1.5-inch EnergyGuard RA, Type B,Grade DensDeck DuraGuard Drill-Tec 31n. UnderRoof 2 EnergyGuard RH,EnergyGuard RN (Optional) � 1 per DensDeck OB500 SBS-SA SBS-TA SBS-TA, -45.0* structurel SECUROCK Gypsum plate(Flat)may ' adhered DuraGuard or SECUROCK Gypsum-Fiber APP-TA concrete Fiber Roof Board be used) Roof Board Min.22 ga., Min.0.625-inch See Note 2 Min. 1.5-inch EnergyGuard RA, Type B,Grade DensDeck DuraGuard (Drlll-Tec 31n. 1 er UnderRoof 2 EnergyGuard RH,EnergyGuard RN (Optional) WeatherWatch SBS-TA, SC-54 33 steel or or min.0.5-inch Rlbbed Galvalume 2�ftz or HT,self- followed by min.0.25-inch DensDeck OB500 � SBS-TA, APP_.J.A -45.0* structural SECUROCK Gypsum P/ate(Flat)may adhered Prime or SECUROCK Gypsum-Fiber Roof APP-TA concrete Fiber Roof Board be used) Board Min.22 ga., Min.0.625-inch Dens See Note 2 Min. 1.5-inch EnergyGuard RH followed Type B,Grade Deck DuraGuard or (Orlll-Tec3ln. 1 per UnderRoof 2 by Min.0.5-inch EnergyGuard RH HD SBS-SA or (Optional) SBS-TA, * SC-55 33 steel or min.0.5-inch Ribbed Galvalume Z��z or HT,self- Polyiso Insulation,EnergyGuard HD OB500 WeatherWatch SBS-TA, APP_TA -45.0 structural SECUROCK Gypsum Plate(Flat)may adhered Polyiso Insulation,EnergyGuard HD Plus XT APP-TA concrete Fiber Roof Board be used) Polyiso Insulation COLD-APPLIED SYSTEMS: Min.22 ga., Min.0.625-inch Dens See Note 2 Min.1.5-inch EnergyGuard RH followed Type B,Grade Deck DureGuard or (or!lI-Tec31n. 1 per UnderRoof 2 by Min.0.5-inch EnergyGuard RH HD SBS-CA or SBS-CA * SC-56 33 steel or min.0.5-inch Rlbbed Galvalume z�ftz or HT,self- Polyiso Insulation,EnergyGuard HD OB500 SBS-CA-1 None or SBS- -45.0 structurel SECUROCK Gypsum Plate(Flat)may adhered Polyiso Insulation,EnergyGuard HD Plus CA-1 concrete Fiber Roof Board be used) Polyiso Insulation Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 15 of 61 �� '!,� � , ��,-�.1�TRI6�11TY�ERD TABLE 2B-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. (See Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Cap (psf) CONVENTIONALSYSTEMS: Min.22 ga.,type B, (Optional)One or more 1 per 4.0 SBS-TA or �Optional) SBS-TA SC-57 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck Prime See Note 2 SBS-TA or or APP- -30.0* structural concrete laid ft2 APP-TA APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 3.2 SBS-TA or �Optional) SBS-TA SC-58 Grede 33 steel or layers,any combination, loose Mfn.0.25-inch DensDeck Prime See Note 2 �Z APP_TA SBS-TA or or APP- -37.5* structurel concrete laid APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 4.0 SBS-TA or �Optional) SBS-TA * SC-59 Grede 33 steel or layers,any combination,loose Min.0.625-fnch DensDeck Prime See Note 2 �2 APP_TA SBS-TA or or APP- -45.0 structurel concrete laid APP-TA TA Min.22 ga.,type B, (Optional)One or more (Optional) SBS-TA SC-60 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck Prime See Note 2 1 per 2.13 SBS-TA or SBS-TA or or APP- -45.0* structural concrete laid Rz APP-TA APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 3.2 SBS-TA or �oPtfonal) SBS-TA SC-61 Grade 33 steel or layers,any combination,loose Min.0.5-inch DensDeck Prime See Note 2 R2 APP-TA SBS-TA or or APP- -45.0* structurel concrete laid APP-TA TA Min.22 ga.,type B, (Optiona One or more 1 per 4.0 BP-AA,SBS- (Optional)BP- * SC-62 Grede 33 steel or layers,any combination,loose Min.0.25-inch DensDeck,DensDeck Prime See Note 2 ft2 AA AA,SBS-AA SBS-TA, -45.0 structurel concrete laid APP-TA Min.22 ga.,type B, (Optional)One or more Mfn.0.5-inch Fiber Base HDS or Fiber Base 1 per 2.9 (Optional) SBS-AA, SC-63 Grade 33 steel or layers,any combination,loose HD6 See Note 2 ftZ SBS-AA SBS-AA SBS-TA -45.0* structural concrete laid Min.22 ga.,type B, (Optional)One or more Min.0.5-inch Structodek High Density 1 per 2.0 (Optional) SBS-AA, SC-64 Grade 33 steei or layers,any combination,loose Fiberboard Roof Insulation or EnergyGuard See Note 2 ftZ SBS-AA SBS-AA SBS-TA -45.0* structuralconcrete laid High Density Roof Fiberboard Min.22 ga.,type B, (Optional)One or more BP-AA,SBS- ��Ptional)BP- SBS-AA, SC-65 Grade 33 steel or layers,any combination,loose Min. 0.25-inch SECUROCK Gypsum-Fiber See Note 2 1 per 2.0 AA,SBS-TA or ��SBS-AA, SBS-TA -45.0* structurel concrete laid Roof Board it2 APP_TA SBS-TA or or APP- APP-TA TA SC-66 Grade 33 steelpor8� layetrs,�any�COmbi ation,loose Min.0.25-inch SECUROCK Gypsum-Fiber See Note 2 1 per 1.6 SBS-AA,SBS- SBSIAA,ISBS- SBS-TA, -52.5 structural concrete laid Roof Board R2 TA,APP-TA TA,APP-TA APP-TA SC-67 Grade 33 steelPorB� layers,�an)y combfnation,loose Min.0.25-inch DensDeck Prime See Note 2 1 per 1.45 SBS-AA,SBS- SBSiAA,ISBS- SBS-A, -52.5 structural concrete laid ft2 TA,APP-TA TA,APP-TA APP-TA SC-68 Grade 33 steelPorg� la�yerls,�any�ombi ation,loose Min.0.5-inch SECUROCK Gypsum-Fiber See Note 2 1 per 1.78 SBS-TA,APP- SBStITAaIAPP_ SBS-TA, _52.5 structural concrete laid Roof Board it2 TA TA APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 16 of 61 - � �a,_J~�} • ��'� _i TRIIOIITY�ERD TABLE 26-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TenR-OFF)oR RECOVER SYSTEM TYPE C: MECHr4NICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. See Note i Base Insulation Layer ( ) Type Fasteners Attach Base Ply Cap �PS� Min.22 ga.,type B, (Optional)One or more (Optional)BP- SBS-AA, SC-69 Grade 33 steel or layers,any combination,loose Min.0.5-inch SECUROCK Gypsum-Fiber See Note 2 1 per 1.78 BP-AA,SBS- AA,SBS-AA, SBS-TA -60.0 structural concrete laid Roof Board (#14 only) ft2 AA SBS-TA or or APP- APP-TA TA SC-70 G ade 33 steelPorB� la�etrs,�any�ombi ation,loose Min.0.25-inch DensDeck Prime or See Note 2 1 per 1.33 SBS-TA,APP- S8S'TAaIAPP- SBS-TA, -60.0 structural concrete laid SECUROCK Gypsum-Fiber Roof Board it2 TA TA APP-TA Min.22 ga.,type B, (Optional)One or more Min.0.5-inch Structodek High Density 1 per 1.0 (Optional) SBS-AA, SC-71 Grade 33 steel or layers,any combinatfon,loose Fiberboard Roof Insulation See Note 2 �Z SBS-AA SBS-AA or SBS-TA -67.5 structurel concrete laid SBS-TA Min.22 ga.,Type g, One or more layers,any Min.0.375-inch SECUROCK Gypsum-Fiber 1 per 1.33 SBS-TA,APP- �Optional) SBS-TA, SC-72 Grade 33 steel or combination,loose laid Roof Board See Note 2 �Z TA SBS-TA,APP- APP-TA -67.5 structural concrete TA SC-73 Grade 33 steelPorB� la�yers,�an,y�COmbi ation,loose Min.0.25-inch DensDeck Prime or See Note 2 1 per 1.0 SBS-TA,APP- SBStf.°rAaIAPP_ SBS-TA, _97 5 structural concrete laid SECUROCK Gypsum-Fiber Roof Board ft2 TA TA APP-TA (Optional) SC-74 Grade 33 steel or layers,any combination,loose Min.0.5-(nch DensDeck Prime (#14 only) ft2 TA ' APP-TA ' structurei concrete laid TA Min.22 ga.,type B, (Optional)One or more Min.0.5-inch SECUROCK Gypsum-Fiber See Note 2 1 per 1.0 (Optional) SC-75 Grade 33 steel or layers,any combination,loose Roof Board (#14 only) ft2 APP-TA APP_TA APP-TA -105.0 I structurel concrete laid Min.22 ga.,type B, (Optional)One or more Min.0.5-inch SECUROCK Gypsum-Fiber See Note 2 1 per 1.0 (Optional) SC-76 Grede 33 steel or layers,any combination,loose Roof Board (#14 only) ftz SBS-TA SBS-TA SBS-TA -120.0 structurel concrete laid SELF-ADHERING SYSTEMS7 Min.22 ga.,type B, (Optional)One or more Min.0.25-inch SECUROCK Gypsum-Fiber 1 per 3.2 (Optional) SBS-SA, SC-77 Grade 33 steel or layers,any combination,loose Roof Board See Note 2 ftZ SBS-SA SBS-SA,SBS- SBS-TA, -30.0* structurel concrete laid TA,APP-TA APP-TA Min.22 ga.,type B, (Optional)One or more Min.0.25-inch SECUROCK Gypsum-Fiber 1 per 3.2 WeatherWatch �Optional) SBS-TA, SC-78 Grade 33 steel or layers,any combination,loose Roof Board See Note 2 �Z � SBS-TA,APP- APP-TA -30.0* structurel concrete laid TA Min.22 ga.,type B, (Optional)One or more 1 per 4.0 WeatherWatch �Optional) SBS-TA SC-79 Grede 33 steel or layers,any combination,loose Min.0.25-inch DensDeck Prime See Note 2 ft2 XT SBS-TA or or APP- -30.0* structural concrete laid APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 4.0 (Optional) SBS-SA, SC-80 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck DuraGuard See Note 2 ft2 SBS-SA SBS-SA,SBS- SBS-TA, -30.0* structurel concrete laid TA,APP-TA APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix i,Page 17 of 61 �'-� � t.. ) , �� 4 � ��`�-�f �f f�l(�ITI��ERD TABLE 2B-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Teart-OFF)ott RECOVER SYSTEM TYPE C: FNECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No• See Note i Base Insulation Layer S � ) Type Fasteners Attach Base Ply Cap �P � SC-81 Grade 33 steelPorB� la�etrs,�an�y ombi ation,loose Min.0.25-inch DensDeck DuraGuard See Note 2 1 per 4.0 WeatherWatch SBStITAaIAPP_ SBS-TA, _30.0* structural concrete laid it2 XT TA APP-TA Min.22 ga.,type B, (Optional)One or more 1 per 3.2 WeatherWatch �Optional) SBS-TA * SC-82 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck Prime See Note 2 ft2 �. SBS-TA or or APP- -37.5 structural concrete laid APP-TA TA Min.22 ga.,type B, (Optional)One or more Min.2.0-inch EnergyGuard RA, 1 per 4.0 (OPtional) SBS-SA, SC-83 Grade 33 steel or layers,any combination,loose EnergyGuard RH,EnergyGuard RN or See Note 2 ftZ SBS-SA SBS-SA,SBS- SBS-TA, -37.5* structural concrete laid EnergyGuard Ultra TA,APP-TA APP-TA Min.2-inch EnergyGuard POLYISO Min.22 ga.,type B, (Optional)One or more INSULATION,EnergyGuard Ultra, 1 per 4.0 SBS-SA or (Optional) SBS-TA, * SC-84 Grade 33 steel or layers,any combination,loose EnergyGuard RA,EnergyGuard RH, See Note 2 �Z WeatherWatch SBS-TA,APP- APP-TA '37.5 structural concrete laid XT TA EnergyGuard RN M(n.22 ga.,type B, (Optional)One or more Min.0.375-inch SECUROCK Gypsum-Fiber 1 per 2.7 (�Ptional) SBS-SA, SC-85 Grade 33 steel or layers,any combination,loose Roof Board See Note 2 �2 SBS-SA SBS-SA,SBS- SBS-TA, -45.0* structural concrete laid TA,APP-TA APP-TA (Optional) SBS-TA SC-86 Grade 33 steel or layers,any combination,loose ' ' See Note 2 ' SBS-TA or or - - . structural concrete laid Roof Board ftz XT APP-TA TA SC-87 Grade 33 stet IPorB� la�yerls,�an�y ombi ation,loose Min.0.375-inch SECUROCK Gypsum-Fiber See Note 2 1 per 2.7 WeatherWatch SBSt�TAaIAPP- SBS-TA, -45.0* structural concrete laid Roof Board R2 XT TA APP-TA Min.22 ga.,type B, (Optional)One or more 1 per 2.13 WeatherWatch �Optional) SBS-TA * SC-88 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck Prime See Note 2 ft2 XT SBS-TA or or APP- -45.0 structural concrete laid APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 3.2 WeatherWatch �Optional) SBS-TA * SC-89 Grade 33 steel or layers,any combination,loose Min.0.5-inch DensDeck Prime See Note 2 SBS-TA or or APP- -45.0 structural concrete laid RZ � APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 4.0 WeatherWatch �Optional) SBS-TA * SC-90 Grade 33 steel or layers,any combination,loose Min.0.625-inch DensDeck Prime See Note 2 �2 �. SBS-TA or or APP- -45.0 structural concrete laid APP-TA TA Min.22 ga.,type B, (Optional)One or more 1 per 2.7 (Optional) SBS-TA, * SC-91 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck DureGuard See Note 2 �Z SBS-SA SBS-TA,APP- APP-TA -45.0 structural concrete laid TA SC-92 Grede 33 steel or B� la�etrs,�any�ombi ation,loose Min.0.25-inch DensDeck DureGuard See Note 2 1 per 2.7 WeatherWatch SBS'TAaIAPP- SBS-TA, -45.0* structurel concrete laid ft2 XT TA APP-TA Min.22 ga.,type B, (Optional)One or more 1 per 2.0 (Optional) SC-93 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck DuraGuard See Note 2 ft2 SBS-SA SBS-SA SBS-SA -45.0* structural concrete laid Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 18 of 61 I �-,. -- t �,, _;, . ��.� �f RI�IITY�ERD TABLE 2B-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEaR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. See Note i Base Insulation Layer S � ) Type Fasteners Attach Base Ply Cap �P � SC-94 G ade 33 stet I orB� layetrs,�an)y ombi ation,loose Min.0.25-inch DensDeck DureGuard See Note 2 1 per 2.0 WeatherWatch SBSt'TAaIAPP- SBS-TA, -45.0* structurel concrete laid it2 XT TA APP-TA Min.0.5-inch EnergyGuard RH HD Polyiso Min.22 ga.,Type B, SBS-SA or (Optional) One or more layers,any Insulation,EnergyGuard HD Polyiso Z SBS-TA, * SC-95 Grade 33 steel or combination,min. 1.5-inch Insulation,EnergyGuard HD Plus Polyiso See Note 2 1 per 2 ft WeatherWatch SBS-TA,APP- APP-TA -45.0 structural concrete Insulation XT TA Mfn.0.625-inch Dens Deck Prime,Dens Deck DureGuard or Min. 1.5-inch EnergyGuard RH,loose laid, Min.22 ga.,Type B, min.0.5-inch SECUROCK followed by min.0.5-inch EnergyGuard RH SBS-SA or (Optional) SC-96 Grade 33 steel or Gypsum-Fiber Roof Board, HD Polyiso Insulation,EnergyGuard HD See Note 2 1 per 2 ftZ WeatherWatch SBS-TA,APP- ApP TA' -45.0* structurel concrete loose-laid,covered with Polyiso Insulation,EnergyGuard HD Plus XT TA Weather-Watch XT,UnderRoof 2 polyiso Insulation or UnderRoof HT,self-adhered Min.22 ga.,type B, (Optional)One or more Min. 1.5-inch EnergyGuard RA, 1 per 2.0 (Optional) SBS-SA, SC-97 Grede 33 steel or layers,any combination,loose EnergyGuard RH,EnergyGuard RN or See Note 2 ft2 SBS-SA SBS-SA,SBS- SBS-TA, -45.0* structurel concrete laid EnergyGuard Ultra TA,APP-TA APP-TA Min. ga., pe , p iona ne or more ' L ISO SC-98 Grede 33 steel or layers,any combination,loose INSULATION,EnergyGuard Ultra, See Note 2 1 per 2.0 yyeatherWatch SBS-TA,APP- ' -45.0* structural concrete laid EnergyGuard RA,EnergyGuard RH, ft2 XT TA APP-TA EnergyGuard RN Min.2.0-inch EnergyGuard POLYISO Min.22 ga.,type B, (Optfonal)One or more INSULATION,EnergyGuard Ultra, 1 per 3.2 (Optfonal) SBS-TA, SC-99 Grade 33 steel or layers,any combination,loose EnergyGuard RA,EnergyGuard RH, See Note 2 �Z SBS-SA SBS-TA,APP- APP-TA -45.0* structural concrete laid EnergyGuard RN or EnergyGuard Ultra TA Min. 2-inch EnergyGuard POLYISO SC-100 Grede 33 steelporB� la�yetrs,�an�y ombination,loose INSULATION,EnergyGuard Ultra, See Note 2 1 per 3.2 WeatherWatch SBSt�.°�AaAPP_ SBS-TA, -45.0* structurel concrete laid EnergyGuard RA,EnergyGuard RH, R2 XT TA APP-TA EnergyGuard RN Min.22 ga.,type B, (Optional)One or more Min.2.0-inch EnergyGuard RA, 1 per 2.0 (Optional) * SC-101 Grede 33 steel or layers,any combination,loose EnergyGuard RH,EnergyGuard RN or See Note 2 ftZ SBS-SA S8S-SA SBS-SA -45.0 structurel concrete laid EnergyGuard Ultra SC-102 Grede 33 steelporg� laoyers,�an)y�COmbi ation,loose Min.0.25-inch DensDeck Prfine See Note 2 1 per 1.45 WeatherWatch SBS ITA or oBA PA -52.5 structurel concrete lafd ft2 XT qpp-TA TA Min.22 ga.,type B, (Optional)One or more Min.0.25-inch SECUROCK Gypsum-Fiber 1 per 1.6 WeatherWatch �Optional) SBS-TA SC-103 Grade 33 steel or layers,any combination,loose See Note 2 SBS-TA or or APP- -52.5 structural concrete laid Roof Board ft2 XT APP-TA TA SC-104 Grade 33 steelPorg� la�ers,�an)y ombf ation,loose Min.0.5-inch SECUROCK Gypsum-Fiber See Note 2 1 per 1.78 WeatherWatch SBS ITAaor ogA PA -52.5 structurel concrete laid Roof Board ft2 � APP-TA TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 19 of 61 �� `\f' +� . �:, , � �TRINITY�ERD ��.! TABLE 2B-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tenrt-OFF)oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATIOfd,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover pqpp No. (See Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Cap �ps� Min.22 ga.,type B, (Optional)One or more Min. 1.5-inch EnergyGuard RA, 1 per 1.33 (Optional) SBS-TA, SC-105 Grede 33 steel or layers,any combination,loose EnergyGuard RH,EnergyGuard RN or See Note 2 SBS-SA SBS-TA,APP- -60.0 structurel concrete laid EnergyGuard Ultre �Z TA APP-TA SC-106 G ade 33 steelporg� layetrs,�any�COmbi ation,loose Min. 1.5-inch EnergyGuard RA, See Note 2 1 per 1.33 WeatherWatch SBS'TAaIAPP- SBS-TA, _60.0 structural concrete laid EnergyGuard RH,EnergyGuard RN _ ft2 XT TA APP-TA Min.22 ga.,type B, (Optional)One or more Min.2.0-inch EnergyGuard RA, 1 per 1.45 (Optional) SBS-TA, SC-107 Grade 33 steel or layers,any combinat(on,loose EnergyGuard RH,EnergyGuard RN or See Note 2 �Z SBS-SA SBS-TA,APP- APP-TA -60.0 structural concrete laid EnergyGuard Ultra TA SC-108 Grade 33 steel org� layers,�an�y�ombi ation,loose Min.2-inch EnergyGuard RA,EnergyGuard See Note 2 1 per 1.45 WeatherWatch SBS ITAaIAPP_ SBS-TA, _60.0 structurel concrete laid RH,EnergyGuard RN ft2 XT TA APP-TA Min.22 ga.,type B, (Optional)One or more Min.2-inch EnergyGuard POLYISO 1 per 1.78 SBS-SA or (Optional) SBS-TA, SG109 Grede 33 steel or layers,any combfnation,loose INSULATION,EnergyGuard Ultra See Note 2 �Z �atherWatch TAS-TA,APP- APP-TA -60.0 I structural concrete laid Min.22 ga.,type B, (Optional)One or more Min.0.25-inch DensDeck Prime or See Note 2 1 per 133 WeatherWatch SBS ITA or oBA PA -60.0 structural concrete laid Yp APP' Min.22 ga.,type B, (Optional)One or more Min. 0.5-fnch SECUROCK Gypsum-Fiber See Note 2 1 per 1.78 WeatherWatch �Optional) SBS-TA SC-111 Grede 33 steel or layers,any combination,loose Roof Board (#14 only) ft2 XT SBS-TA or or APP- -60.0 , structurel concrete laid APP-TA TA Min.22 ga.,Type B, (Optional)One or more Min. 1.5-inch EnergyGuard POLYISO 1 per 1 33 SBS-SA or (Optional) SBS-TA, SC-112 Grade 33 steel or layers,any combinatfon,loose INSULATION,EnergyGuard Ultra See Note 2 ftZ' WeatherWatch SBS-TA,APP- APP_TA -67.5 structural concrete laid XT TA Min.22 ga.,Type B, One or more layers,any Min.0.375-inch SECUROCK Gypsum-Fiber 1 per 1.33 SBS-SA or (Optional) SBS-TA, SC-113 Grede 33 steel or combfnation,loose laid Roof Board See Note 2 �Z �atherWatch TAS-TA,APP- APP-TA -67.5 structural concrete SC-114 Grede 33 stet IPorg� la�yetrs,�an)y combi ati n,loose Min.0.25-inch DensDeck Prime or See Note 2 1 per 1.0 WeatherWatch SBS ITA or oBA PA -97.5 structural concrete laid SECUROCK Gypsum-Fiber Roof Board it2 XT APP-TA TA Min.22 ga.,type B, (Optional)One or more Min.0.5-inch DensDeck Prime or See Note 2 1 per 1.0 WeatherWatch �Optional) SBS-TA SC-115 Grade 33 steel or layers,any combination,loose SECUROCK Gypsum-Fiber Roof Board (#14 only) ft2 XT SBS-TA or or APP- -105.0 structural concrete lafd APP-TA TA VENTING SYSTEMS: Min.22 ga.,type B, (Optional)One or more (Optional) SC-116 Grade 33 steel or layers,any combination,loose Min.2-inch EnergyGuard POLYISO See Note 2 1 per 4 ft2 B-LL One or more SBS-AA -37.5* structural concrete laid INSULATION,EnergyGuard Ultra BP-AA,SBS- AA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 20 of 61 /"•.. r ,, �• ��-j , ' ��.� TRII�ITY!ERD � TABLE 26-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATIOIV,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP Base Insulation Layer No. (See Note 1) Type Fasteners Attach Base Ply Cap �PS� Min.22 ga.,type B, (Optional)One or more (Optional) SC-117 Grede 33 steel or layers,any combination,loose Min. 1.5-inch EnergyGuard POLYISO See Note 2 1 per 2.0 B_�� One or more SBS-AA -45.0* structural concrete laid INSULATION ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-118 Grade 33 steel or layers,any combination,loose Min. 1.5-inch EnergyGuard RA, See Note 2 1 per 2.0 B_�� One or more SBS-AA -45.0* structural concrete laid EnergyGuard RH,EnergyGuard RN ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-119 Grade 33 steel or layers,any combination,loose Min.�.0-inch EnergyGuard RH See Note 2 1 per 2.9 B-LL One or more SBS-AA -45.0* structurel concrete laid ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-120 Grade 33 steel or layers,any combination,loose Min. 1.5-inch EnergyGuard Ultre See Note 2 1 per 3.2 B_�� One or more SBS-AA -45.0* structural concrete laid ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more 1 per 4.0 BP-AA,SBS- * - ra , , . . - - - structural concrete laid Min.22 ga.,type B, (Optional)One or more (Optional) SC-122 Grade 33 steel or layers,any combination,loose Min.3-inch EnergyGuard RH,EnergyGuard See Note 2 1 per 3.2 B_�� One or more SBS-AA -45.0* structurel concrete laid RN ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-123 Grade 33 steel or layers,any combination,loose Min. 3-inch EnergyGuard POLYISO See Note 2 1 per 3.2 B-LL One or more SBS-AA -45.0* structural concrete laid INSUTATION ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more Min.3-inch EnergyGuard POLYISO One or more -45.0* SC-124 Grede 33 steel or layers,any combination,loose INSULATION See Note 2 1 per 4 ft2 B-LL BP-AA,SBS- SBS-AA 04960 structurel concrete laid AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-125 Grade 33 steel or layers,any combfnation,loose Min. 1.5-inch EnergyGuard POLYISO See Note 2 1 per 2 ft2 B-LL One or more SBS-AA -52.5 structurel concrete laid INSULATION BP-AA,SBS- 04960 AA Min.22 ga.,type e, (Optional)One or more (Optional) -5�.5 SC-126 Grade 33 steel or la ers an combination loose Min.2-inch Ener Guard RH See Note 2 1 er 2 ft2 B-LL One or more SBS-AA Y , Y , 9Y P BP-AA SBS- a36-oz structurel concrete laid AA � �� Min.22 ga.,type B, (Optional)One or more (Optional) SC-127 Grade 33 steel or layers,any combinatfon,loose Min.2.0-inch EnergyGuard Ultre See Note 2 1 per 2.0 B-LL One or more SBS-AA -60.0 structural concrete laid �Z BP-AA,SBS- AA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 21 of 61 I 4 ` y��r�� . ��``�-,.1 TRII�IIT( ERD TABLE 26-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. (See Note i) Base Insulation Layer Type Fasteners Attach Base Ply Cap �PS� Min.22 ga.,type B, (Optional)One or more (Optional) -60.0 Min.2-inch EnergyGuard POLYISO One or more s6-o2 SC-128 Grade 33 steel or layers,any combination,loose INSULATION See Note 2 1 per 2 ft2 B-LL BP_� SBS_ SBS-AA � structural concrete laid p3 and. - AA ,P_4 Min.22 ga.,type B, (Optional)One or more (Optional) SC-129 Grade 33 steel or layers,any combination,loose Min.2-inch EnergyGuard RA,EnergyGuard See Note 2 1 per 1.45 B_�� One or more SBS-AA -67.5 structural concrete laid RH,EnergyGuard RN ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-130 Grade 33 steel or layers,any combination,loose Min.3-inch EnergyGuard RH,EnergyGuard See Note 2 1 per 1.6 B_�� One or more SBS-AA -67.5 structural concrete laid RN ft2 BP-AA,SBS- AA (Optional) I Min.22 9a.,type B, (Optional)One or more -75.0 SC-131 Grade 33 steel or layers,any combination,loose Min.2-inch EnergyGuard POLYISO See Note 2 1 per 1.45 B_�� One or more SBS_AA g36=o2 structurel concrete laid INSULATION ft2 B�P-AA,SBS- � ore (Optional) SC-132 Grede 33 steel or layers,any combination,loose Min.2.0-inch EnergyGuard Ultra See Note 2 �z B- gp-qq�SBS- ' structural concrete laid � SBS-AA Min.22 ga.,type B, (Optional)One or more (Optional) A�M -82.5 Min.2-inch EnergyGuard POLYISO 1 per 1.45 One or more � 3 p� SC-133 Grede 33 steel or layers,any combination,loose INSULATION or EnergyGuard RH See Note 2 �z B-LL BP_� SBS_ D6164, � structurel concrete laid � polyester A�� only) Min.22 ga.,type B, (Optional)One or more (Optional) SC-134 Grade 33 steel or layers,any combination,loose Mfn.3-inch EnergyGuard POLYISO See Note 2 1 per 1.6 B_�� One or more SBS-AA -82.5 structurel concrete laid INSULATION ft2 BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-135 Grede 33 steei or layers,any combination,loose Min.0.25-inch DensDeck See Note 2 1 per 1.0 B_�� One or more SBS-AA -82.5 structural concrete laid �Z BP-AA,SBS- AA Min.22 ga.,type B, (Optional)One or more (Optional) SC-136 Grede 33 steel or layers,any combination,loose Min.0.25-inch DensDeck Prime or See Note 2 1 per 1.0 B_�� One or more SBS-AA -97.5 structural concrete laid SECUROCK Gypsum-Fiber Roof Board it2 BP-AA,SBS- AA COLD-APPLIED SYSTEMS: � Min.22 ga.,type B, (Optional)One or more Min.0.5-inch EnergyGuard High Density 1 per 2.0 * SC-137 Grade 33 steel or layers,any combination,loose Roof Fiberboard See Note 2 ftz BP-CA None SBS-CA -45.0 structural concrete laid Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 , Certificate of Authorization #9503 Revision 12: 04/25/2014 I Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 22 of 61 rJ ~ ,-"• � � - ��.1 `'�_.i TRII�IIN�ERD TABLE 26-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TeAR-OFF)oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSUUATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. (See Note i) Base Insulation Layer Type Fasteners Attach Base Piy Cap �PS� Min.22 ga.,type B, (Optional)One or more Min. 0.25-inch SECUROCK Gypsum-Fiber 1 per 4.0 SC-138 Grede 33 steel or layers,any combination,loose Roof Board See Note 2 ftZ SBS-CA None SBS-CA -45.0* structurel concrete laid Min.22 ga.,type B, (Optional)One or more Min. 1.5-inch EnergyGuard RH or 1 per 2.0 SBS-CA- SC-139 Grade 33 steel or layers,any combination,loose EnergyGuard RN See Note 2 �z SBS-CA-1 None 1 -45.0* structural concrete laid Min.22 ga.,type B, (Optional)One or more Min.2-inch EnergyGuard RH or 1 per 2.9 SBS-CA- * SC-140 Grede 33 steel or layers,any combination,loose EnergyGuard RN See Note 2 �2 SBS-CA-1 None 1 -45.0 structural concrete laid Min.22 ga.,type B, (Optional)One or more Min.0.25-inch DensDeck Prime or 1 per 2.0 SBS-CA- SC-141 Grede 33 steel or layers,any combination,loose SECUROCK Gypsum-Fiber Roof Board See Note 2 �2 SBS-CA-1 None 1 -45.0* structurel concrete laid - Min.22 ga.,Type B, Min.0.5-inch EnergyGuard RH HD Polyiso SBS-CA One or more layers,any Insulation,EnergyGuard HD Polyiso Z SBS-CA or * SC-142 Grade 33 steel or combination,min. 1.5-inch Insulation,EnergyGuard HD Plus Polyiso See Note 2 1 per 2 ft SBS-CA-1 None or SBS- -45.0 structurel concrete Insulation CA-1 in.0.625-inch Dens Deck Prime,Dens Deck DuraGuard or in. . -inc rle�gy ua� Min.22 ga.,Type B, min.0.5-inch SECUROCK followed by min.0.5-inch EnergyGuard RH SBS-CA SC-143 Grede 33 steel or Gypsum-Fiber Roof Board, HD Polyiso Insulation, EnergyGuard HD See Note 2 1 per 2 ftZ SBS-CA or None or SBS- -45.0* structurel concrete loose-laid,covered with Polyiso Insulation,EnergyGuard HD Plus SBS-CA-1 CA-1 Weather-Watch XT,UnderRoof 2 Polyiso Insulat(on or UnderRoof HT,self-adhered Min.22 ga.,Type B, See Note 2 SC-144 Grade 33 steel or One or more layers,any Min.0.25-inch SECUROCK Gypsum-Fiber (AccuTrac 1 perZ.33 SBS-CA-1 None SBS-CA- _52.5 structural concrete �ombination, loose laid Roof Board Flat Plates ft 1 only) Min.22 ga.,Type B, (Optional)One or more Min. 1.5-inch EnergyGuard RA, SC-145 Grade 33 steel or layers,any combination,loose EnergyGuard RH,EnergyGuard RN, See Note 2 1 per2.33 SBS-CA-1 None SBS-CA- _67.5 structural concrete laid EnergyGuard POLYISO INSULATION, ft 1 EnergyGuard Ultre Min.22 ga.,Type B, (Optional)One or more Min.2-inch EnergyGuard POLYISO 1 per 1.78 SBS-CA- SC-146 Grade 33 steel or layers,any combination,loose INSULATION,EnergyGuard Ultra See Note 2 ftZ SBS-CA-1 None 1 -67.5 structural concrete laid Min.22 ga.,Type B, One or more layers,any Min.0.375-inch SECUROCK Gypsum-Fiber 1 per 1.33 SBS-CA- SC-147 Grade 33 steel or �ombination,loose laid Roof Board See Note 2 ftZ SBS-CA-1 None 1 -67.5 structural concrete HYBRID HOT/COLD-APPLIED SYSTEMS: Min.22 ga.,type B, One or more layers,any Min.0.25-inch DensDeck,DensDeck Prime 1 per 4.0 SBS-CA- * SC-148 Grade 33 steel or combinatlon, loose laid or SECUROCK Gypsum-Fiber Roof Board See Note 2 ftZ None Two BP-AA 1 -45.0 structurel concrete Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 23 of 61 _ �- i�i�.� , _ �'��_��TRII�IITY I ERD � TABLE 2B-1: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATIOf�,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. Base Insulation Layer (See Note i) Type Fasteners Attach Base Ply Cap �ps� Mfn.22 ga.,type B, (Optional)One or more 1 per 2.67 SBS-CA- * SC-149 Grade 33 steel or layers,any combination,loose Min.0.25-inch DensDeck DureGuard See Note 2 ftZ None Two BP-AA 1 -45.0 structural concrete laid See Note 2 Min.22 ga.,Type B, pne or more la ers,an Min.0.25-inch SECUROCK G sum-Fiber y y Yp (AccuTrac 1 per 133 SBS-CA- SC-150 Grade 33 steel or combination,loose laid Roof Board Flat Plates ftz None Two BP-AA 1 -52.5 structurel concrete only) Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 24 of 61 /�`�•,f'�1 � .,�,.._.� . �`'�,�-fRINITY ERD i TABLE 26-2: STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAtt-OFF)ort RECOVER SYSTEM TYPE C-1: BONDED AND MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover MDP No. See Note i Base Insulation Layer 5 � ) Type Adhesive&Fasteners Attach Base Ply Cap �P � CONVENTIONAL SYSTEMS7 Min.22 ga.,type B, Min.2.0-inch EnergyGuard Min.0.25-inch Adhesive: 06500 Adhesive: 12-inch o.c. (Optional) SBS-TA SC-151 Grade 33 steel or ��EnergyGuard RH, DensDeck Fasteners: Drill-Tec XHD& Fasteners: 1 per 1.33 SBS-TA or SBS-TA or or APP- -97.5 structural concrete EnergyGuard RN or prime Drill-Tec Plates ft2 APP TA APP-TA TA EnergyGuard Ultra,Loose-Laid SELF-ADNERING SYSTEMS: Min.22 ga.,type B, Min.2.0-inch EnergyGuard Min.0.25-inch Adhesive: OB500 Adhesive: 12-fnch o.c. SBS-SA or (Optional) SBS-TA SC-152 Grede 33 steel or ��EnergyGuard RH, DensDeck Fasteners: Drill-Tec XHD& Fasteners: 1 per 1.33 Weather- SBS-TA or or APP- -97.5 structural concrete EnergyGuard RN or prime Drill-Tec Plates ft2 Watch XT APP-TA TA EnergyGuard Ultre, Loose-Laid TABLE 2C: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap �PS� CONVENTIONAL SYSTEMS: Min.22 ga.,type GAFGLAS#75 Base Sheet,Tri-Ply#75 B,Grede 33 steel One or more Loose- Base Sheet,GAFGLAS#80 Ultfma 24-inch o.c.at min.2-inch laps BP_� SC-153 or min.2,500 psi layers,any laid Base Sheet or GAFGLAS Stratavent See Note 2 and 24-fnch o.c.in two,equally SBS_� SBS-AA -30.0* structrual concrete combination Ellminator Nailable Venting Base Sheet spaced,staggered center rows Min.22 ga.,type GAFGLAS#75 Base Sheet,Tri-Ply#75 B,Grede 33 steel One or more Loose- Base Sheet,GAFGLAS#80 Ultima 18-inch o.c.at min.2-inch laps BP_� SC-154 or min.2,500 psi �ayers,any laid Base Sheet or GAFGLAS Stratavent See Note 2 and 18-inch o.c.in two,equally SBS_� SBS-AA -37.5* structrual concrete �ombination Eliminator Nailable Venting Base Sheet spaced,staggered center rows Min.22 ga.,type GAFGLAS#75 Base Sheet,Tri-Ply#75 18-inch o.c.at min.2-inch laps One or more B,Grede 33 steel Loose- Base Sheet GAFGLAS#80 Ultima and 18-inch o.c.in three, BP-AA, SC-155 or min.2,500 psi layers,any �aid Base Sheet or GAFGLAS Stratavent See Note 2 equally spaced,staggered SBS-AA SBS-AA -45.0* structrual concrete combination Eliminator Nailable Venting Base Sheet center rows Min.22 ga.,type GAFGLAS#75 Base Sheet,Tri-Ply#75 12-inch o.c.at min.2-inch laps One or more B,Grade 33 steel Loose- Base Sheet,GAFGLAS#80 Ultima and 18-inch o.c.in three, SBS-TA, SBS-TA, SC-156 or min.2,500 psl �ayers,any laid Base Sheet or GAFGIAS Stratavent See Note 2 equally spaced,staggered APP-TA APP-TA -45.0* structrual concrete �ombfnation Elfminator Nailable Venting ease Sheet center rows Min.22 ga.,type GAFGLAS#75 Base Sheet,Tri-Ply#75 12-inch o.c.at min.3.5-inch One or more B,Grede 33 steel Loose- Base Sheet,GAFGLAS#80 Ultima laps and 12-inch o.c.in three SBS-AA, SC-157 or min.2,500 si �ayers,any laid Base Sheet or GAFGLAS Stratavent See Note 2 equally spaced,staggered � SBS-AA SBS-TA -45.0* P combination structrual concrete Eliminator Nailable Venting Base Sheet center rows Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 25 of 61 I (^~'�,`y�} , *`'��RINITY ERD TABLE 2C: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(Teart-OFF)ort RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BOIVDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap �PS� Min.22 ga.,type One or more SC-158 B�Grede 33 steel layers,any Loose- Ruberoid Dual Smooth,Ruberoid MOP See Note 2 18-inch o.c.at min.3.5-inch (Opt(onal) SBS-TA -45.0* or min.2,500 psi combination laid Smooth,Ruberoid MOP Smooth 1.5 laps SBS-TA structrual concrete Min.22 ga.,type One or more SC-159 B�Grade 33 steel layers,any Loose- Ruberoid MOP Smooth 1.5 See Note 2 18-inch o.c.at min.3.5-inch BP-�, SBS-AA -45.0* or min.2,500 psi combination laid laps SBS-AA structrual concrete Min. 22 ga.,type Drill-Tec 2 in.Barbed Off-centered in the lap by 0.5- One or more inch towards the sheet-edge SC-160 B�Grade 33 steel layers,any Loose- Ruberoid MOP Smooth 1.5 Plates with Drill-Tec and spaced 18-inch o.c.within �Optional) SBS-TA -45.0* or min.2,500 psi combination laid #12(steel only)or the min.4-inch wide,heat- SBS-TA structrual concrete #14 welded laps Min.22 ga.,type One or more Drill-Tec Batten Bar SC-161 B�Grade 33 steel layers,any Loose- Ruberoid MOP Smooth 1.5 with Drill-Tec#12 18-fnch o.c.within min.4-inch (Optional) SBS-TA -45.0* or min.2,500 psi combination laid (steel only)or#14 Wide,heat-welded laps SBS-TA structrual concrete ° One or more B,Grede 33 steel Loose- Plates with Drfll-Tec 12-fnch o.c.within min.4-inch (Optional) SC-162 or min.2,500 psi layers,any laid Ruberold SBS Heat-Weld Smooth #12(steel only)or wide,heat-welded laps SBS-TA SBS-TA -45.0* structrual concrete combination #14 Min.22 ga.,type One or more SC-163 B�Grade 33 steel layers,any Loose- Ruberofd Dual Smooth,Ruberoid MOP See Note 2 12-inch o.c.at min.3.5-inch (Optional) SBS-TA -52.5 or min.2,500 psi combination �aid Smooth,Ruberofd MOP Smooth 1.5 laps SBS-TA structrual concrete Min.22 ga.,type Drill-Tec 2 in.Barbed Off-centered in the lap by 0.5- One or more inch towards the sheet-edge i SG164 B�Grade 33 steel layers,any Loose- Ruberoid MOP Smooth 1.5 Plates with Drill-Tec and spaced 12-inch o.c.within �Optional) SBS-TA -52.5 or min.2,500 psi combination laid #12(steel only)or the min.4-inch wide,heat- SBS-TA structrual concrete #14 welded laps ' Drill-Tec 2-3/8 in. Off-centered in the lap by 0.25- One or more Barbed XHD Plates or inch towards the sheet-edge SC-165 Min.22 ga.,type �ayers,any Loose- Ruberoid MOP Smooth 1.5 Drill-Tec Eyehook and spaced 12-inch o.c.within (Optional) SBS-TA -67.5 B,Grade 33 steel combination laid AccuSeam Plates with the min. 5-inch wide,heat- SBS-TA Drill-Tec XHD welded laps One or more (Optional) SC-166 g�G ade 33 steel layers,any i oo�se- Ruberoid MOP Smooth 1.5 W th De II Tec XHD r de�,heat weldeid laps 4-inch SBS-TA SBS-TA -67.5 combination Min.22 ga.,type 6-inch o.c.at min.3.5-inch laps One or more GAFGLAS#80 Ultima Base Sheet or SBS-AA, B,Grede 33 steel Loose- and 12-inch o.c.in three, SC-167 or min.2,500 psi layers,any �aid GAFGLAS Stratavent Eliminator See Note 2 equally spaced,staggered SBS-'�' SBS-TA -8z'S structrual concrete combination Nailable Venting Base Sheet center rows Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 26 of 61 il i �� • ,�; Y� `� t �`�..s T�ININ�ERD � ' TABLE 2C: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER , SYSTEM TYPE D: IiVSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note i) Type Attach Base Fasteners Attach Ply Cap �PS� One or more Min.22 ga.,type 6-inch o.c,at min.3.5-inch laps layers,min. SBS-TA, B,Grade 33 steel Loose- and 12-inch o.c. in three, SBS-TA, SC-168 or min.2 500 si 1.5-inch,min. �aid GAFGLAS#80 Ultima Base Sheet See Note 2 equally spaced,staggered APP-TA APP-TA -8z'S ' P 16 pcf,any ' structrual concrete combination center rows One or more See Note 2�o.m-re�s^ 6-inch o.c.at min.3.5-inch la s Min.22 ga.,type P layers,Rllf1. Standard 5[eel Plate;Orlll-Tec B,Grade 33 steel LOOSO- ASAP35(steel)orDAll-Tec and 12-inch o.c. in three, SBS-TA, SBS-TA, _82 5 SC-169 or min.2,500 psi 1.5-inch,min. laid GAFGLAS#75 HeavyDUtyASAPRoof/ng equally spaced,staggered APP-TA APP-TA structrual concrete 16 pcf,any FastenerAssemb/ed wlth a 3" combination Metal Pla[e only) center rows Min.22 ga.,type One or more 18-inch o.c.at min.3.25-inch layers,min. SC-170 B�Grede 33 steel 1.5-inch,min. Loose- Ruberoid MOP Smooth 1.5 See Note 2 laps and 18-inch o.c.in two, BP-�, SBS-AA -105.0 or min.2,500 psi 16 pcf,any �aid equally spaced,staggered SBS-AA structrual concrete combination center rows Min.22 ga.,type One or more SC-171 or mina 2 500tpsi �ayers,any la�dSe S oothtl Rube oid MOP S oothl 5OP See Note 2 6-inch o.c.at min.3.5-inch laps SBS!TAai) SBS-TA -112.5 structrua concrete Min.22 ga.,type One or more layers,min. 6-inch o.c.at min.3.5-inch laps SC-172 B�Grade 33 steel 1.5-inch,min. Loose- GAFGLAS#80 Ultima Base Sheet See Note 2 and 6-fnch o.c. in three,equally �Optional) SBS-TA -150.0 or min.2,500 psi 16 pcf,any laid spaced,staggered center rows SBS-TA structrual concrete combination Min.22 ga.,type One or more Drill-Tec#14 Fasteners layers,min.2- with Drill-Tec 2 3/8 in. 6-inch o.c.at min.3.25-inch B Grade 33 steel Loose- laps and 6-inch o.c. in three SC-173 or min.2,500 psi �nch, min. 16 laid Ruberoid Mop Smooth 1.5 Barbed XHD Plates or equally spaced,staggered � SBS-TA SBS-TA -150.0 structrual concrete Pcf,any Drill-Tec Eyehook combination AccuSeam Plates center rows Min.22 ga.,type One or more See Note 2�om�-recs^ (Optional) layers,Rllfl. Standard5[eel Pla[e;Orlll-Tec 6-inch o.c.at min.3.5-inch laps ttuberoid B,Grade 33 steel LOOSf'- qSAP35(steel)o�ONll-Tec SC-174 or min.2,500 psi 1.5-inch,min. laid GAFGLAS#75 HeavyDUtyASAPRooFlng and 6-inch o.c. in three,equally sss Heat- SBS-TA -150.0 structrual concrete 16 pcf,any FastenerAssembfed wlfh a 3^ spaced,staggered center rows weld combination Mefal Pla[e only) Sff100th SELF-ADXERING SYSTEMS: Min.22 ga.,type 12-inch o.c.at min.3.5-inch (Optional) SBS-SA, One or more B,Grade 33 steel Loose- Liberty MA Mechanically Attached Base laps and 18-inch o.c.in two, SBS-SA, SBS-TA * SC-175 or min.2,500 psi layers,any laid Sheet See Note 2 equally spaced,staggered SBS-TA or or APP- -30.0 structrual concrete �ombination center rows APP-TA TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 27 of 61 �' `-.w��'r l ��---+tf I �'`�..�I�RINIIY�ERD TABLE 2C: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(Tentt-OFF)oR RECOVER SYSTEM TYPE D: INSULATED,MECHA�IICALLY ATTACHED BASE SHEET,BOfdDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note i) Type Attach Base Fasteners . Attach Piy Cap �PS� Min.22 ga.,type Min. 1.5-inch, 9-inch o.c.at min.4-inch laps SC-176 g�Grede 33 steel One or more Loose- Liberty MA Mechanically Attached ease See Note 2 and 9-inch o.c. in two,e uall �Optional) SBS-SA -37.5 or min.2,500 psi layers,any laid Sheet q Y SBS-SA structrual concrete combination spaced,staggered center rows Min.22 ga.,type One or more 12-inch o.c.at min.3.5-inch SC-177 B�Grade 33 steel layers,any Loose- Liberty SBS Self-Adhering Base/Ply See Note 2 laps and 18-inch o.c. in one (Optional) SBS-SA -45.0* or min.2,500 psi combination laid Sheet center row SBS-SA structrualconcrete COLD-APPLIED SYSTEMS: Min.22 ga.,type One or more SBS-CA SC-178 B�Grede 33 steei layers,any Loose- Ruberoid MOP Smooth 1.5 See Note 2 18-inch o.c.at min.3-inch laps None or SBS- -30.0* or min.2,500 psi combination �a�d CA-1 structrual concrete Min.22 ga.,type One or more 12-inch o.c.at min.3-inch laps S8S-CA SC-179 B�Grade 33 steel layers,any Loose- Ruberofd 20 See Note 2 and 12-inch o.c.in two,equally None or SBS- -45.0* or min.2,500 psi �ombination laid spaced,staggered center rows CA-1 structrualconcrete Min.22 ga.,type 12-inc o.c.at min. -inc aps One or more SC-180 B�Grede 33 steel layers,any Loose- GAFGLAS#75 Base Sheet,Tri-Ply#75 See Note 2 and 12-inch o.c.in three, None SBS-CA -45.0* or min.2,500 psi combination laid Base Sheet equally spaced,staggered structrual concrete center rows Min.22 ga.,type One or more 24-inch o.c.at min.3-inch laps SBS-CA B,Grade 33 steel Loose- SC-181 or min.2,500 psi layers,any laid Ruberoid MOP Smooth 1.5 See Note 2 and 24-inch o.c. in two,equally None or SBS- -45.0 structrual concrete combination spaced,staggered center rows CA-1 Min.22 ga.,type 6-inch o.c.at min.3.5-inch laps One or more GAFGLAS#80 Ultima Base Sheet or SBS-CA B,Grade 33 steel Loose- and 12-inch o.c. in three, SBS-CA at SC-182 or min.2,500 psi layers,any laid GAFGLAS Stretavent Eliminator See Note 2 equally spaced,staggered 2.0 gal/sq. at 2.0 -82.5 structrual concrete combination Nailable Venting Base Sheet center rows gal/sq. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 28 of 61 -,,, j^ . r' i � `E� .f . ,� �''`��.'�TRII�IIT1��ERD TABLE 3A-1: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEaR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER�BASE INSULATION LAYER ONLY� System Deck Base Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Base Ply Cap �PS� CONVENTIONAL SYSTEMS WITH BASE INSULATION LAYER ONLY C-1. Primed concrete Min.0.75-inch EnergyGuard Perlite Roof HA BP-AA SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS-TA or _140.0 Insulation (homogeneous) ' SBS-AA,SBS-TA or APP-TA APP-TA C-2. Primed concrete Min.0.5-inch EnergyGuard Perlite Recover HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS-TA or _165.0 Board SBS-AA,SBS-TA or APP-TA APP-TA C-3. Primed concrete Min.0.5-inch EnergyGuard High Density Roof HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS-TA or _165.0 Fiberboard SBS-AA,SBS-TA or APP-TA APP-TA C-4. Primed concrete Min. 1.5-inch EnergyGuard Composite HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS-TA or _2�0.0 SBS-AA APP-TA Min.0.5-inch EnergyGuard High Density Roof (Optional)One or more BP-AA, SBS-AA,SBS-TA or C-5. Concrete Fiberboard OB500 BP-AA,SBS-AA SBS-AA,SBS-TA or APP-TA APP-TA -165.0 C-6. Concrete Min.0.25-inch DensDeck Prime OB500 SBS-TA (Optional)One or more SBS-TA SBS-TA -300.0 Min.0.5-inch EnergyGuard High Density Roof GAF 2-Part, (Optional)One or more BP-AA, SBS-AA,SBS-TA or C-7. Concrete Ffberboard CR-20 BP-AA,SBS-AA SBS-AA,SBS-TA or APP-TA APP-TA -165.0 GAF 2-Part, SBS-TA O tional One or more SBS-TA SBS-TA -245.0 SELF-ADHERING SYSTEMS WITH BASE INSULATION LAYER ONLY C-9. Primed concrete Min. 1.5-inch EnergyGuard Ultra HA SBS-SA (Optional)SBS-SA,SBS-TA,APP-TA SBS-SA,SBS-TA, _g0.0 APP-TA C-10. Primed concrete Min.0.25-inch DensDeck DuraGuard HA SBS-SA (Optional)SBS-SA,SBS-TA,APP-TA SBS-SA,SBS-TA, _127.5 APP-TA C-11. Primed concrete Min. 0.25-inch DensDeck DuraGuard HA WeatherWatch XT (Optional)SBS-TA,APP-TA SBS-TA,APP-TA -127.5 C-12. Primed concrete M(n. 1.5-inch EnergyGuard RN HA SBS-SA (Optional)SBS-SA,SBS-TA,APP-TA SBS-TA,APP-TA -210.0 C-13. Primed concrete Min. 1.5-inch EnergyGuard RN HA WeatherWatch XT (Optional)SBS-TA,APP-TA SBS-TA,APP-TA -210.0 C-14. Primed concrete Min. 1.5-inch EnergyGuard RA HA SBS-SA (Optional)SBS-SA,SBS-TA,APP-TA SBS-TA,APP-TA -217.5 C-15. Primed concrete Min. 1.5-inch EnergyGuard RA HA WeatherWatch XT (Optional)SBS-TA,APP-TA SBS-TA,APP-TA -217.5 C-16. Concrete Min 0.5-inch Structodek High Density OB500,6-inch SBS-SA (Optional)SBS-SA SBS-SA -110.0 Fiberboard Roof Insulation o.c. C-17. Concrete Min.0.25-inch DensDeck DuraGuard OB500 SBS-SA (Optional)SBS-SA SBS-SA -120.0 C-18. Concrete Min. 1.5-fnch EnergyGuard RA,EnergyGuard OB500 SBS-SA (Optional)SBS-SA SBS-SA -120.0 RH,EnergyGuard RN C-19. Concrete Min.0.25-inch DensDeck 0B500 SBS-SA (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -122.5 C-20. Concrete Min.0.25-inch SECUROCK Gypsum-Fiber Roof OB500 SBS-SA or (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -137.5 Board WeatherWatch XT Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 29 of 61 � ��``�"'� � ��-:�TI�II�I1Y!ERD � TABLE 3A-1: CONCRETE DECKS-NEW COIdSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER(BASE INSULATION LAYER ONLY� System Deck Base Insulation Layer Roof Cover MDP No. (See Note i) Type Attach Base Ply Cap �ps� C-21. Concrete Min. 1-inch EnergyGuard RN OB 500 SBS-SA or (Optional SBS-TA or APP-TA SBS-TA or APP-TA -162.5 WeatherWatch XT � C-22. Concrete Min.0.25-inch DensDeck primed with ASTM OB500 SBS-SA (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -167.5 D41 primer C-23. Concrete Min.0.5-inch EnergyGuard POLYISO 06500 SBS-SA or (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -232.5 INSULATION,EnergyGuard Ultre WeatherWatch XT C-24. Concrete Min.0.25-inch SECUROCK Gypsum-Fiber Roof OB500 SBS-SA or �pptional)SBS-TA or APP-TA SBS-TA or APP-TA -285.0 Board primed with ASTM D41 primer WeatherWatch XT C-25. Concrete Min.0.25-inch DensDeck Prime OB500 WeatherWatch XT (Optional)SBS-TA SBS-TA -300.0 C-26. Concrete Min.0.5-inch EnergyGuard POLYISO LRF-M SBS-SA or (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -232.5 INSULATION, EnergyGuard Ultra WeatherWatch XT C-27. Concrete Min. 1.5-Inch EnergyGuard RN GAF 2-Part, SBS-SA (Optional)SBS-SA,SBS-TA,APP-TA SBS-TA,APP-TA -210.0 CR-20 C-28. Concrete Min. 1.5-inch EnergyGuard RN GAF 2-Part, y�eatherWatch XT (Optional)SBS-TA,APP-TA SBS-TA,APP-TA -210.0 CR-20 C-29. Concrete Min. 1.5-fnch EnergyGuard RA CR-20 ' ' ' � C-30. Concrete Min. 1.5-inch EnergyGuard RA GAF 2-Part, WeatherWatch XT (Optional)SBS-TA,APP-TA SBS-TA,APP-TA -217.5 CR-20 C-31. Concrete Min. 0.25-fnch DensDeck Prime GAF 2-Part, WeatherWatch XT (Optional)SBS-TA SBS-TA -245.0 CR-20 VENTING SYSTEMS WITN BASE INSULATION LAYER ONLY C-32. Primed concrete Min. 1.5-inch EnergyGuard RA,EnergyGuard HA B-LL (Optional)One or more BP-AA, SBS-AA -150.0 RH,EnergyGuard RN SBS-AA C-33. Primed concrete Min. 1.5-fnch EnergyGuard RA,EnergyGuard HA B-LL One or more BP-AA,SBS-AA SBS-TA or APP-TA -150.0 RH,EnergyGuard RN C-34. Primed concrete Min.0.5-inch EnergyGuard POLYISO HA B-LL (Optional)BP-AA,SBS-AA SBS-AA -150.0 INSULATION, EnergyGuard Ultra C-35. Primed concrete Min.0.5-inch EnergyGuard RN HA B-LL SBS-AA SBS-AA -172.5 C-36. Primed concrete Min. 1.5-inch EnergyGuard Ultra HA B-LL (�Ptfonal)One or more BP-AA, SBS-AA -172.5 SBS-AA C-37. Primed concrete Min. 1.5-inch EnergyGuard Ultre HA B-LL One or more BP-AA,SBS-AA SBS-TA or APP-TA -172.5 C-38. Primed concrete Min. 1-inch EnergyGuard RN HA B-LL One or more BP-AA,SBS-AA SBS-AA -292.5 COLD-APPLIED SYSTEMS WITH BASE IfdSULATION LAVER ONLY C-39. Concrete Min. 1.5-inch EnergyGuard RA, EnergyGuard OB500 SBS-CA-1 None SBS-CA-1 -60.0 RH or EnergyGuard RN Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 30 of 61 t 1(`�°-�',r . ��`�--_� TRIfe1ITY�ER� TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION orz REROOF(TeaR-OFF) ' SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER�BASE AND TOP INSULATION LAYERS� S stem Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP y (See No. Note i) TYPe Attach Type Attach Base Ply Cap (Psf) CONVENTIONAL SYSTEMS WITH POLYISOCYANURATE BASE INSULATION LAYERC Primed Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck SBS-AA or C-40. concrete EnergyGuard RH,EnergyGuard RN HA Prime or SECUROCK Gypsum-Fiber HA BP-AA (Optional)BP-AA -112.5 Roof Board SBS-TA Primed Min. 1.5-inch EnergyGuard RA, C-41. concrete EnergyGuard RH,EnergyGuard RN or HA Min.0.25-inch DensDeck Prime HA APP-TA (Optional)APP-TA APP-TA -127.5 EnergyGuard Ultra Min. 0.5-(nch Structodek High Density Fiberboard Roof Insulation, EnergyGuard Perlite Recover Board, C-42. Primed Min.0.5-inch EnergyGuard POLYISO HA min.0.75-inch EnergyGuard Perlite HA BP-��SBS- (Optional)BP-AA, SBS-AA -150.0 concrete INSULATION,EnergyGuard Ultra Roof Insulation,min.0.25-inch AA SBS-AA DensDeck,DensDeck Prime, SECUROCK Gypsum Fiber Roof Board Primed Min. 1.5-inch EnergyGuard RA, Min.0.75-inch EnergyGuard Perlite BP-AA,SBS- �Optional)One or SBS-AA, C-43. �oncrete EnergyGuard RH,Energ Guard RN HA Roof Insulation homo eneous HA AA more BP-AA,SBS-AA, SBS-TA or -172.5 Primed Min. 1.5-inch EnergyGuard RA Min. 0.5-fnch EnergyGuard Perlite BP-AA SBS- �Optional)One or SBS-AA, C-44. concrete EnergyGuard RH,EnergyGuard RN HA Recover Board HA � ' more BP-AA,SBS-AA, SBS-TA or -187.5 SBS-TA orAPP-TA APP-TA Min. 1.5-inch EnergyGuard RA, (Optional)BP-AA, SBS-AA, Primed Min.0.25-inch SECUROCK Gypsum- BP-AA or SBS- C-45. concrete EnergyGuard RH,EnergyGuard RN or HA Fiber Roof Board HA � SBS-AA,SBS-TA or SBS-TA or -225.0 EnergyGuard Ultra APP-TA APP-TA Primed Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or C-46. concrete EnergyGuard RH,EnergyGuard RN or HA SECUROCK Gypsum-Fiber Roof Board HA SBS-TA (Optional)S8S-TA SBS-TA -232.5 EnergyGuard Ultra C-47. Primed Min. 1.5-inch EnergyGuard RA, HA Min. 0.25-inch SECUROCK Gypsum- HA APP-TA (Optional)APP-TA APP-TA -240.0 concrete EnergyGuard RH,EnergyGuard RN Fiber Roof Board Primed Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck or BP-AA,SBS- �Optional)One or SBS-AA, C-48. �oncrete EnergyGuard RH,EnergyGuard RN HA DensDeck Prfine HA � more BP-AA,SBS-AA, SBS-TA or -240.0 SBS-TA orAPP-TA APP-TA Primed Min. 1.5-inch EnergyGuard RA, Min. 1.5-inch EnergyGuard BP-AA,SBS- (Optional)One or SBS-AA, C-49. concrete EnergyGuard RH,EnergyGuard RN HA Composite HA AA more BP-AA,SBS-AA SBS-TA or -270.0 APP-TA Primed Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High BP-AA SBS- �Optional)One or SBS-AA, C-50. �oncrete EnergyGuard RH,EnergyGuard RN HA Density Roof Fiberboard HA AA ' more BP-AA,SBS-AA, SBS-TA or -307.5 SBS-TA orAPP-TA APP-TA Min. 1.5-inch EnergyGuard RA, Min. 0.25-inch DensDeck or BP-AA,SBS- (Optional)One or SBS-AA, C-51. Concrete EnergyGuard RH,EnergyGuard RN 06500 DensDeck Prime OB500 AA,SBS-TA or more BP-AA,SBS-AA, SBS-TA or -150.0 APP-TA SBS-TA orAPP-TA APP-TA I Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 31 of 61 f'" f^� t ��...� - `'��= TRiieliTY ERD TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEAR-OFF) - SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER(BASE AND TOP INSULATION LAYERS� Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP System �See No. Note i) Type Attach Type Attach Base Ply Cap �PS� Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High BP-AA,SBS- �Opt(onal)One or SBS-AA, C-52. Concrete EnergyGuard RH,EnergyGuard RN �8500 Density Roof Fiberboard 06500 � more BP-AA,SBS-AA, SBS-TA or -165.0 SBS-TA orAPP-TA APP-TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- BP-AA or SBS- �Optional)BP-AA, SBS-AA, C-53. Concrete EnergyGuard RH,EnergyGuard RN or OB500 0B500 SBS-AA,SBS-TA or SBS-TA or -187.5 EnergyGuard Ultra Fiber Roof Board '�` APP-TA APP-TA Min.0.25-inch SECUROCK Gypsum- C-54. Concrete Min. 1-inch EnergyGuard RH OB500 Fiber Roof Board,primed with OB500 SBS-TA (Optional)SBS-TA SBS-TA -210.0 Matrix•"'307 Premium Asphalt Primer Min.2.0-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- BP-AA or SBS- �Optional)BP-AA, SBS-AA, C-55. Concrete EnergyGuard RH,EnergyGuard RN or OB500 OB500 SBS-AA,SBS-TA or SBS-TA or -225.0 EnergyGuard Ultra Fiber Roof Board � APP-TA APP-TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or SBS-TA,APP- (Optional)SBS-TA, SBS-TA, C-56. Concrete EnergyGuard RH,EnergyGuard RN or OB500 SECUROCK Gypsum-Fiber Roof Board OB500 TA APP-TA APP-TA -240.0 EnergyGuard Ultra Min. 1.5-inch EnergyGuard RA, C-57. Concrete EnergyGuar RH,Energy uar or in. . -inc ens e r - . EnergyGuard Ultra Min. 1.5-inch EnergyGuard RA, GAF 2- Min.0.5-inch EnergyGuard High GAF 2- BP-AA,SBS- ��Ptional)One or SBS-AA, C-58. Concrete EnergyGuard RH,EnergyGuard RN Part,CR- Density Roof Fiberboard Part,CR- � more BP-AA,SBS-AA, SBS-TA or -180.0 20 20 SBS-TA orAPP-TA APP-TA Min.2.0-inch EnergyGuard RA, GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- gp_AA or SBS- �Optional)BP-AA, SBS-AA, C-59. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Part,CR- SBS-AA,SBS-TA or SBS-TA or -225.0 EnergyGuard Ultra 2� Fiber Roof Board ZO AA APP-TA APP-TA Min.2.0-inch EnergyGuard RA, GAF 2- Min. 0.25-inch SECUROCK Gypsum- GAF 2- SBS-TA or �Optional)BP-AA, SBS-AA, C-60. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Part,CR- SBS-AA,SBS-TA or SBS-TA or -232.5 EnergyGuard Ultre 20 Fiber Roof Board Z� APP-TA APP-TA APP-TA Min. 1.5-inch EnergyGuard RA, GAF 2- GAF 2- BP-AA,SBS- (Optional)One or SBS-AA, C-61. Concrete Part,CR- Min.0.25-inch DensDeck or part,CR- AA,SBS-TA or more BP-AA,SBS-AA, SBS-TA or -240.0 EnergyGuard RH,EnergyGuard RN Z� DensDeck Prime 20 APP-TA SBS-TA or APP-TA APP-TA SELF-ADHERING SYSTEMS WITH POLYISOCYANURATE BASE INSULATION LAYER C-62. Primed Min. 1.5-inch EnergyGuard Ultre HA Mfn.0.25-inch DensDeck DureGuard HA SBS-SA (Optional)SBS-SA SBS-TA or _g0.0 concrete APP'TA Primed WeatherWatch (Optional)SBS-TA, SBS-TA or C-63. concrete Min. 1.5-inch EnergyGuard Ultre HA Min.O.ZS-inch DensDeck DureGuard HA � APP-TA APP-TA -90.0 C-64. Primed Min. 1.5-inch EnergyGuard RA, HA Min.0.25-inch DensDeck DuraGuard HA SBS-SA (Opt(onal)SBS-SA SBS-TA or _127.5 concrete EnergyGuard RH,EnergyGuard RN APP-TA C-65. Primed Min. 1.5-inch EnergyGuard RA, HA Min.0.25-inch DensDeck DuraGuard HA WeatherWatch (Optional)SBS-TA, SBS-TA or _127.5 concrete EnergyGuard RH,EnergyGuard RN XT APP-TA APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 32 of 61 / ' _, ' � �,,_�" � �'��I TRINITY� ERD TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TeaR-OFF) SYSTEM TYPE A-1:BONDED YNSULATIOiV,BONDED ROOF COVER(BASe AN�ToP INSU�ATION LaYERS) Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP System �See �� Note 1) Type Attach Type Attach Base Ply Cap �PS� Min. 1.5-inch EnergyGuard RA, Primed Min.0.25-inch DensDeck Prime or WeatherWatch C-66, concrete EnergyGuard RH,EnergyGuard RN or HA SECUROCK Gypsum-Fiber Roof Board HA � (Optional)SBS-TA SBS-TA -232.5 EnergyGuard Ultre C-67. Primed Min. 1.5-inch EnergyGuard RA, HA Min.0.25-inch SECUROCK Gypsum- HA WeatherWatch �Optional)APP-TA APP-TA -240.0 concrete EnergyGuard RH,EnergyGuard RN Fiber Roof Board XT C-68. Concrete Min. 1.5-inch EnergyGuard Ultra OB500 Min.0.25-inch DensDeck DureGuard OB500 SBS-SA (Optional)SBS-SA SBS-TA or _90� APP-TA WeatherWatch (Optfonal)SBS-TA, SBS-TA or C-69. Concrete Min. 1.5-inch EnergyGuard Ultre OB500 Min.0.25-inch DensDeck DuraGuard OB500 � APP-TA APP-TA -90.0 Mfn.0.5-inch EnergyGuard RH HD SBS-SA or Polyiso Insulation,EnergyGuard HD (Optional)SBS-TA or SBS-TA or C-70. Concrete Min. 1.5-inch EnergyGuard RH OB500 po�yiso Insulation,EnergyGuard HD OB500 Weather- APP-TA APP-TA -97'S Plus Polyiso Insuiation �✓atch XT C-71. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min. 0.25-inch DensDeck DuraGuard OB500 SBS-SA (Optional)SBS-SA SBS-TA or _120.0 EnergyGuard RH,EnergyGuard RN APP-TA C-72. oncrete , , _ WeatherWatch O tional)SBS-TA, SBS-TA or EnergyGuard RH,EnergyGuard RN XT APP-TA APP-TA Min.0.25-inch SECUROCK Gypsum- SBS-SA or �pPtional)SBS-TA, SBS-TA, C-73. Concrete Min. 1-inch EnergyGuard RN OB500 Fiber Roof Board 06500 'W�eatherWatch APP-TA qpp_Tq -120.0 C-74. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min.0.25-inch DensDeck 0B500 SBS-SA �Optional)SBS-TA, SBS-TA, _12Z.5 EnergyGuard RH,EnergyGuard RN APP-TA APP-TA Min.0.5-inch EnergyGuard POLYISO SBS-SA or �pptional)SBS-TA, SBS-TA, C-75. Concrete INSULATION,EnergyGuard Ultra OB500 Min.0.25-inch DensDeck DureGuard 06500 �atherWatch APP-TA APP-TA '127.5 Min.0.5-inch EnergyGuard POLYISO WeatherWatch (Optional)SBS-TA, SBS-TA, C-76. Concrete INSULATION,EnergyGuard Ultra OB500 Min.0.25-inch DensDeck Prime OB500 X-�- APP-TA APP-TA -127.5 Min. 1.5-inch EnergyGuard RA, WeatherWatch (Optional)SBS-TA, SBS-TA, C-77. Concrete EnergyGuard RH,EnergyGuard RN �8500 Min.0.25-fnch DensDeck Prime OB500 � qpp-TA APP-TA -150.0 C-78. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min.0.25-inch DensDeck Prime OB500 SBS-SA (Optional)SBS-SA SBS-SA -152.5 EnergyGuard RH,EnergyGuard RN Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck; surface (Optional)SBS-TA, SBS-TA, C-79. Concrete EnergyGuard RH,EnergyGuard RN OB500 shall be primed with ASTM D41 OB500 SBS-SA APP-TA APP-TA -167.5 primer Min.0.5-inch EnergyGuard POLYISO Min.0.25-inch SECUROCK Gypsum- SBS-SA or �Optional)SBS-TA, SBS-TA, C-80. Concrete INSULATION,EnergyGuard Ultre OB500 F(ber Roof Board 08500 �atherWatch APP-TA APP-TA -Z32.5 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 33 of 61 d`� fi�,v`) � - ��=-' I�RII�ITY�ERD TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEaR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER(BASE AND TOP INSULATION LAYERS) Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP System �See No. Note 1) TYPe Attach Type Attach Base Ply Cap �PS� SBS-SA or C-81. Concrete Min.0.5-inch EnergyGuard POLYISO OB500 �Optional)Additional layer(s)base 06500 WeatherWatch ��Ptional)SBS-TA, SBS-TA, _Z32.5 INSULATION,EnergyGuard Ultra insulation � APP-TA APP-TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS-TA, SBS-TA, C-82. Concrete EnergyGuard RH,EnergyGuard RN or OB500 SECUROCK Gypsum-Fiber Roof Board 0B500 � APP-TA APP-TA -z40.0 EnergyGuard Ultra C-83. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min.0.25-inch SECUROCK Gypsum- OB500 SBS-SA �Optional)SBS-TA, SBS-TA, _270.0 EnergyGuard RH,EnergyGuard RN Fiber Roof Board APP-TA APP-TA Min.0.25-inch SECUROCK Gypsum- Min. 1.5-inch EnergyGuard RA, (Optional)SBS-TA, SBS-TA, C-84. Concrete EnergyGuard RH,EnergyGuard RN OB500 Fiber Roof Board; surface shall be OB500 SBS-SA APP-TA APP-TA -285'o primed with ASTM D41 primer Min.0.5-inch EnergyGuard RH HD SBS-SA or Polyiso Insulation,EnergyGuard HD LRF-M,M- (Optional)SBS-TA or SBS-TA or C-85. Concrete Min. 1.5-inch EnergyGuard RH LRF-M polyiso Insulation,EnergyGuard HD OSFA Weather- APP-TA APP-TA -97'S Plus Polyiso Insulation Watch XT SBS-SA or O tional SBS-TA SBS-TA, C-86. Concrete INSULATION,EnergyGuard Ultre LRF-M in. . -inc ens ec ur - � APP-TA APP-TA ' Min.0.5-inch EnergyGuard POLYISO WeatherWatch (Optional)SBS-TA, SBS-TA, C-87. Concrete INSULATION,EnergyGuard Ultre LRF-M Min.0.25-inch DensDeck Prime LRF-M � APP-TA APP-TA '127.5 SBS-SA or C-88. Concrete Min.0.5-inch EnergyGuard POLYISO LRF-M Min.0.25-fnch SECUROCK Gypsum- LRF-M WeatherWatch �Optional)SBS-TA, SBS-TA, _Z32.5 INSULATION,EnergyGuard Ultra Fiber Roof Board x.i. APP-TA APP-TA Min.0.5-inch EnergyGuard POLYISO (Optional)Additional layer(s) base SBS-SA or �Optional) SBS-TA, SBS-TA, C-89. Concrete INSULATION,EnergyGuard Ultra LRF-M insulation LRF-M W�e,atherWatch APP-TA APP-TA 'z32.5 Min.2.0-inch EnergyGuard RA, GAF 2- Min. 0.25-inch SECUROCK Gypsum- �AF z WeatherWatch (Optional)SBS-TA or SBS-TA or C-90. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Part,CR- -225.0 EnergyGuard Ultra 2� Fiber Roof Board ZD XT APP-TA APP-TA Min.2.0-inch EnergyGuard RA, GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- yyeatherWatch (Optional)SBS-TA or SBS-TA or C-91. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Part,CR- -232.5 EnergyGuard Ultra 20 Fiber Roof Board 20 XT APP-TA APP-TA Mfn. 1.5-inch EnergyGuard RA, GAF 2- GAF 2- WeatherWatch (Optional)SBS-TA or SBS-TA or C-92. Concrete EnergyGuard RH,EnergyGuard RN Part,CR- Min.0.25-inch DensDeck Prime Part,CR- � APP-TA APP-TA -z40.0 20 20 VENTING SYSTEMS WITH POLYISOCYANURATE BASE INSULATION LAYER: Primed Min. 1.5-inch EnergyGuard RA, Min. 0.75-inch EnergyGuard Perlite (Optional)One or C-93. concrete EnergyGuard RH,EnergyGuard RN or HA Roof Insulation(homogeneous) HA B-LL more BP-AA,SBS-AA SBS-AA -90.0 EnergyGuard Ultra Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 34 of 61 � �• 4� _ _'� 15 • � ` � . t i`�-...-%` ��,.,�TRIi�11TY ERD TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TenR-OFF) SYSTEM TYPE A-1: BONDED IfdSULATION,BONDED ROOF COVER(BASE AND TOP INSULATION LAYERS� Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP System �See No. Note i) Type Attach Type Attach Base Ply Cap �PS� Min. 1.5-inch EnergyGuard RA, Primed Min.0.75-inch EnergyGuard Perlite One or more BP-AA, SBS-TA or C-94. concrete EnergyGuard RH,EnergyGuard RN or HA Roof Insulation(homogeneous) HA B-LL SBS-AA qpp_Tq -90.0 EnergyGuard Ultra Min. 1.5-inch EnergyGuard RA, Primed Min.0.5-inch EnergyGuard High (Optional)One or C-95. �oncrete EnergyGuard RH,EnergyGuard RN or HA Density Roof Fiberboard HA B-LL more BP-AA,SBS-AA SBS-AA -90.0 EnergyGuard Ultra Min. 1.5-inch EnergyGuard RA, Primed Min. 0.5-inch EnergyGuard High One or more BP-AA, SBS-TA or C-96. �oncrete EnergyGuard RH,EnergyGuard RN or HA Density Roof Fiberboard HA B-LL SBS-AA APP-TA -90.0 EnergyGuard Ultra Primed Min. 1.5-inch EnergyGuard RA, (Optional)EnergyGuard RA, (Optional)One or C-97' concrete EnergyGuard RH,EnergyGuard RN HA EnergyGuard RH,EnergyGuard RN HA B-LL more BP-AA,SBS-AA SBS-AA -150.0 C_98 Primed Min. 1.5-inch EnergyGuard RA, HA (Optional)EnergyGuard RA, HA B-LL One or more BP-AA, SBS-TA or _150.0 concrete EnergyGuard RH,EnergyGuard RN EnergyGuard RH,EnergyGuard RN SBS-AA APP-TA Primed Min.0.5-inch EnergyGuard POLYISO (Optional)EnergyGuard POLYISO (Optional)BP-AA, C-99' concrete INSULATION,EnergyGuard Ultra HA INSULATION,EnergyGuard Ultra HA B-LL SBS-AA SBS-AA -150.0 C-100. Min. 1.5-inch EnergyGuard Ultre HA p iona nergy O tional)One or _ concrete more BP-AA,SBS-AA C-SOl. Primed Min. 1.5-inch EnergyGuard Ultra HA (Optional)EnergyGuard Ultre HA B-LL One or more BP-AA, SBS-TA or _172.5 concrete SBS-AA APP-TA Primed Min. 1.5-inch EnergyGuard RA, Min. 0.25-inch DensDeck or (Optfonal)One or C-102. �oncrete EnergyGuard RH,EnergyGuard RN or HA DensDeck Prime HA B-LL more BP-AA,SBS-AA SBS-AA -240.0 EnergyGuard Ultre Primed Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck or One or more BP-AA, SBS-TA or C-103. �oncrete EnergyGuard RH, EnergyGuard RN or HA DensDeck Prime HA B-LL SBS-AA qpp_Tq -240.0 EnergyGuard Ultre Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High (Optional)One or C-104. Concrete EnergyGuard RH,EnergyGuard RN or OB500 Density Roof Fiberboard OB500 B-LL more BP-AA,SBS-AA SBS-AA -90.0 EnergyGuard Ultra Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High One or more BP-AA, SBS-TA or C-105. Concrete EnergyGuard RH,EnergyGuard RN or OB500 Density Roof Fiberboard OB500 B-LL SBS-AA APP-TA -90.0 EnergyGuard Ultra (Optional)One or C-106. Concrete Min. 1.5-inch EnergyGuard Ultra OB500 (Optional)EnergyGuard Ultra OB500 B-LL more BP-AA,SBS-AA SBS-AA -150.0 C-107. Concrete Min. 1.5-inch EnergyGuard Ultra OB500 (Optional)EnergyGuard Ultra 06500 B-LL One or more BP-AA, SBS-TA or _150.0 SBS-AA APP-TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck or (Optional)One or C-108. Concrete EnergyGuard RH,EnergyGuard RN or OB500 DensDeck Prime �8500 B-LL more BP-AA,SBS-AA SBS-AA -150.0 EnergyGuard Ultre Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 35 of 61 r��, ,�-`. l` �lt�,_� fa . r � ` �''�µf -f RI(�9I�YY�ERD TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TenR-OFF) SYSTEM TYPE A-1: BOfVDED IfdSULATION,BONDED ROOF COVER(BASE AND TOP INSULATION LAYERS� Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP System �See No. Note 1) TyPe Attach Type Attach Base Piy Cap �PS� Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck or One or more BP-AA, SBS-TA or C-109. Concrete EnergyGuard RH,EnergyGuard RN or OB500 DensDeck Prime OB500 B-LL SBS-AA APP-TA -150.0 EnergyGuard Ultre Min. 1.5-inch EnergyGuard RA, (Optional)EnergyGuard RA, (Optional)One or C-110. Concrete EnergyGuard RH,EnergyGuard RN OB500 EnergyGuard RH,EnergyGuard RN OB500 B-LL more BP-AA,SBS-AA SBS-AA -150.0 C-111. Concrete Min. 1.5-inch EnergyGuard RA, OB500 �Optional)EnergyGuard RA, OB500 B-LL One or more BP-AA, SBS-TA or _150.0 EnergyGuard RH,EnergyGuard RN EnergyGuard RH,EnergyGuard RN SBS-AA APP-TA Min. 1.5-inch EnergyGuard RA, GAF 2- Min.0.5-inch EnergyGuard High GAF 2- (Optional)One or C-112. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Part,CR- B-LL SBS-AA -90.0 EnergyGuard Ultre ZD Density Roof Fiberboard ZO more BP-AA,SBS-AA Min. 1.5-inch EnergyGuard RA, GAF 2- Min.0.5-inch EnergyGuard High GAF z One or more BP-AA, SBS-TA or C-113. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Density Roof Fiberboard Part,CR- B-LL SBS-AA APP-TA -90.0 ' EnergyGuard Ultra 20 20 Min. 1.5-inch EnergyGuard RA, GAF 2- �Optional)EnergyGuard RA, GAF 2- (pptional)One or C-114. Concrete EnergyGuard RH,EnergyGuard RN Part,CR- EnergyGuard RH,EnergyGuard RN Part,CR- B-LL more BP-AA,SBS-AA SBS-AA -150.0 20 20 C-115. Concrete Min. 1.5-inch EnergyGuard RA, p rt,CR- �Optional)EnergyGuard RA, part,CR- B-LL One or more BP-AA, SBS-TA or _150.0 EnergyGuard RH,EnergyGuard RN 20 EnergyGuard RH,EnergyGuard RN 20 SBS-AA APP-TA GAF 2- GAF 2- (Optional)One or C-116. Concrete Min. 1.5-inch EnergyGuard Ultra Part,CR- (Optional)EnergyGuard Ultra Part,CR- B-LL more BP-AA,SBS-AA SBS-AA -172.5 20 20 GAF 2- GAF 2- One or more BP-AA, SBS-TA or C-117. Concrete Min. 1.5-inch EnergyGuard Ultra Part,CR- (Optional)EnergyGuard Ultra Part,CR- B-LL SBS-AA APP-TA '172.5 20 20 Min. 1.5-inch EnergyGuard RA, GAF 2- Min.0.25-inch DensDeck or GAF 2- (Optional)One or C-118. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- DensDeck Prime Part,CR- B-LL more BP-AA,SBS-AA SBS-AA -240.0 EnergyGuard Ultre 20 20 Min. 1.5-inch EnergyGuard RA, GAF 2- Min.0.25-inch DensDeck or GAF z One or more BP-AA, SBS-TA or C-119. Concrete EnergyGuard RH,EnergyGuard RN or Part,CR- Part,CR- B-LL -240.0 EnergyGuard Ultra ZD DensDeck Prime Z� SBS-AA APP-TA COLD-APPLIED SYSTEMS WITH POLYISOCYANURATE BASE INSULATION LAYER: C-120. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min.0.5-inch EnergyGuard High OB500 SBS-CA None SBS-CA -45.0 EnergyGuard RH,EnergyGuard RN Density Roof Fiberboard Min.0.5-inch EnergyGuard RH HD OB500, OB500, Polyiso Insulation,EnergyGuard HD SBS-CA or SBS-CA or C-121. Concrete Min. 1.5-inch EnergyGuard RH LRF-M, LRF-M,M- None -97.5 M-OSFA Polyiso Insulation,EnergyGuard HD OSFA SBS-CA-1 SBS-CA-1 Plus Polyiso Insulation Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 36 of 61 �� '___Jc� - l�- -,��RINOT� ERD � TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEAR-OPF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER(BASE AND TOP INSULATION LAYERS� System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Type Attach Type Attach Base Ply Cap �PS� Note 1) C-122. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min. 0.25-inch DensDeck Prime 0B500 SBS-CA-1 None SBS-CA-1 -127.5 EnergyGuard RH,EnergyGuard RN C-123. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min.0.25-inch SECUROCK Gypsum- OB500 SBS-CA-1 None SBS-CA-1 -172.5 EnergyGuard RH,EnergyGuard RN Fiber Roof Board HYBRID COLD�HOT-APPLIED SYSTEMS WITF1 POLYISOCYANURATE BASE INSULATION LAYER7 Primed Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime, C-124. �oncrete EnergyGuard RH,EnergyGuard RN HA DensDeck DuraGuard or SECUROCK HA None Two BP-AA SBS-CA-1 -232.5 Gypsum-Fiber Roof Board C-125. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min. 0.25-inch DensDeck Prime or OB500 None Two BP-AA SBS-CA-1 -127.5 EnergyGuard RH,EnergyGuard RN DensDeck DuraGuard C-126. Concrete Min. 1.5-inch EnergyGuard RA, OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 None Two BP-AA SBS-CA-1 -172.5 EnergyGuard RH,EnergyGuard RN Fiber Roof Board CONVENTIONAL SYSTEMS WITH POLYSTYRENE BASE INSULATION LAYER7 _ Min. 1.0-inch Foamular 250 or 2.0- 0B500 Min.0.25-inch DensDeck Prime or OB500 SBS-TA,APP- (Optional)SBS-TA, SBS-TA, _240.0 APP-TA Min.0.25-inch DensDeck or BP-AA,SBS- (Optional)BP-AA, SBS-AA, C-128. Concrete Min. 1.0-inch Foamular 250 OB500 DensDeck Prime OB500 AA,SBS-TA or SBS-AA,SBS-TA or SBS-TA or -277.5 APP-TA APP-TA APP-TA Min. 1.5-inch,min. 1.25 pcf ASTM GAF 2- Min. 0.5-inch EnergyGuard High GAF 2- BP_� SBS_ (Optional)BP-AA, SBS-AA, C-129. Concrete Part,CR- Part,CR- SBS-AA,SBS-TA or SBS-TA or -87.5 C578 expanded polystyrene Z� Density Roof Fiberboard 20 AA APP-TA APP-TA Min. 1.5-inch,min. 1.25 pcf ASTM GAF 2- Min.0.25-inch DensDeck,DensDeck GAF 2- BP-AA,SBS- (Optional)BP-AA, SBS-AA, C-130. Concrete Part,CR- Prime or SECUROCK Gypsum-Fiber Part,CR- AA,SBS-TA or SBS-AA,SBS-TA or SBS-TA or -87.5 C578 expanded polystyrene z0 Roof Board 20 APP-TA APP-TA APP-TA Min. 1.5-inch,min. 1.5 pcf ASTM GAF 2- Min.0.5-inch EnergyGuard High GAF 2- BP_� SBS_ (Optional)BP-AA, SBS-AA, C-131. Concrete Part,CR- Part,CR- SBS-AA,SBS-TA or SBS-TA or -180.0 C578 expanded polystyrene 20 Density Roof Fiberboard 20 � APP-TA APP-TA Min. 1.5-inch, min. 1.5 pcf ASTM GAF 2- Min.0.25-inch DensDeck,DensDeck GAF 2- BP-AA,SBS- (Optional)BP-AA, SBS-AA, C-132. Concrete Part,CR- Prime or SECUROCK Gypsum-Fiber Part,CR- AA,SBS-TA or SBS-AA,SBS-TA or SBS-TA or -180.0 C578 expanded polystyrene 20 Roof Board 20 APP-TA APP-TA APP-TA GAF 2- GAF 2- (Optfonal)BP-AA, SBS-AA, Min. 1.5-inch,min.2.0 pcf ASTM Min.0.5-inch EnergyGuard High BP-AA,SBS- C-133. Concrete Part,CR- Part,CR- SBS-AA,SBS-TA or SBS-TA or -240.0 C578 expanded polystyrene 20 Density Roof Fiberboard z0 AA APP-TA APP-TA Min. 1.5-inch,min.2.0 pcf ASTM GAF 2- Min.0.25-inch DensDeck, DensDeck GAF 2- BP-AA,SBS- (Optional)BP-AA, SBS-AA, C-134. Concrete Part,CR- Prime or SECUROCK Gypsum-Fiber Part,CR- AA,SBS-TA or SBS-AA,SBS-TA or SBS-TA or -240.0 C578 expanded polystyrene ZO Roof Board 20 APP-TA APP-TA APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 37 of 61 r-�-, ;_ ` �°.�---� � °�� ERD � TRINITY, ' TABLE 3A-2: CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TenR-OFF) SYSTEM TYPE A-1:BONDED IIVSULATION,BONDED ROOF COVER(BASE AND TOP INSULATION LAYERS� Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP System �See No. Note 1) Type Attach Type Attach Base Ply Cap �PS� SELF-ADHERING SYSTEMS WITH POLYSTYRENE BASE INSULATION LAYER7 C-135. Concrete Min. 1.0-inch Foamular 250 08500 Min.0.25-inch DensDeck Prime 0B500 SBS-SA (Optional)SBS-SA SBS-SA -152.5 Min. 1.5-inch,min. 1.25 pcf ASTM GAF 2- GAF 2- C-136. Concrete C578 expanded polystyrene Part,CR- Min.0.25-inch DensDeck Prime Part,CR- SBS-SA (Optional)SBS-SA SBS-SA -87,5 20 20 Min. 1.5-inch,min. 1.25 pcf ASTM GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- C-137. Concrete Part,CR- Fiber Roof Board primed with D41 Part,CR- SBS-SA (Optional)SBS-SA SBS-SA -87.5 C578 expanded polystyrene 20 primer 20 Min. 1.5-inch,min. 1.5 pcf ASTM GAF 2- GAF 2- C-138. Concrete Part,CR- Min.0.25-inch DensDeck Prime Part,CR- SBS-SA (Optional)SBS-SA SBS-SA -152.5 C578 expanded polystyrene ZD 20 Min. 1.5-inch,min. 1.5 pcf ASTM GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- C-139. Concrete Part,CR- Fiber Roof Board primed with D41 Part,CR- SBS-SA (Optional)SBS-SA SBS-SA -180.0 C578 expanded polystyrene ZO rimer 20 P Min. 1.5-inch,min.2.0 pcf ASTM GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- G140. Concrete Part,CR- Fiber Roof Board prfined with D41 Part,CR- SBS-SA (Optfonal)SBS-SA SBS-SA -240.0 , C578 expanded polystyrene ZO primer 20 A. The following are options for installation of a vapor barrier/temporery roof on the concrete deck prior to insulation placement. If asphaltic vapor barrier/temp roof(s installed, concrete deck shall be primed with Matrix'" 307 Premium Asphalt Primer or ASTM D41 primer prlor to its installation. Unless othenvise noted, system Maximum Design Pressure (MDP) fs unaffected. If noted, maximum design pressure(MDP)shall be the lesser of that for the system in Table 3A,and that for the vapor barrier/insulation adhesive noted below: 1. For use with asohalt-aoolied insulation: One or two plies BP-AA One BP-AA base or ply sheet with SBS-AA,SBS-TA or APP-TA base or cap membrene One or two plies SBS-AA,SBS-TA or APP-TA base and/or cap membrane 2. For use with OB500 aoolied insulation: One or two plies BP-AA: MDP-352.5 psf Ruberoid 20 in Matrix'"' 102 SBS Membrane Adhesive in full coverage: MDP-202.5 psf One ply Ruberoid TORCH Smooth,Tri-Piy TP-4,Ruberoid SBS Heat Weld 25 or Ruberoid SBS Heat Weld SMOOTH: MDP-165.0 psf Deck primed with ASTM D41 primer followed by Liberty SBS Self-Adhering Base/Ply Sheet. The installed sheet is then heated with a torch to burn-off any poly-film on the top surface MDP-240.0 psf UnderRoof HT,self-adhered: MDP-37.5 psf UnderRoof 2,self-adhered: MDP-127.5 psf 3. For use with GAF 2-Part,CR-20 ao�lied insulation: One or two plies BP-AA: MDP-262.5 psf Optional BP-AA or SBS-AA with SBS-AA cap membrane: MDP-270.0 psf , Optional BP-AA or SBS-AA,SBS-TA or APP-TA base membrane with SBS-TA or APP-TA cap membrane: MDP-169.0 psf Optional SBS-SA base membrane with SBS-SA cap membrane: MDP-250.0 psf Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 38 of 61 r � ,•-•=��/� ' �''`.�TRIf�IIIY±ERD TABLE 3A-3: CONCRETE DECKS-NEW CONSTRUCTIOIV oR REROOF(TEAR-OFP) SYSTEM TYPE A-1A: BONDED TEMP ROOF,BONDED INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP �se i�ote Temp Roof No. Type Attach Type Attach Base Ply Cap (Psf) CONVENTIONAL SYSTEMS: One or two plies of GAFGLAS Min.1.5-inch EnergyGuard RA, C-141. Primed p�Y 4,Tri-Ply Ply 4 or EnergyGuard RH,EnergyGuard HA Min. 1.4-inch EnergyGuard HA BP-AA or BP-AA or SBS-AA -202.5 conc. GAFGLAS FlexPly 6 in hot RN Composite SBS-AA SBS-AA One or two plies of GAFGLAS Min.1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck (Optional) C-142. Primed p�Y 4,Tri-Piy Ply 4 or EnergyGuard RH,EnergyGuard HA Prime or SECUROCK Gypsum-Fiber HA SBS-TA, SBS-TA SBS-TA, _232.5 conc. GAFGLAS FlexPly 6 fn hot RN or EnergyGuard Ultre Roof Board APP-TA APP-TA� APP'TA Min.1.5-inch EnergyGuard RA, (Optional) Primed SBS-CA,SBS-AA,SBS-TA or Min.0.25-inch DensDeck Prime or SBS-TA or SBS-TA or C-143. �onc. APP-TA base ply EnergyGuard RH,EnergyGuard OB500 SECUROCK Gypsum-Fiber Roof Board OB500 APP-TA SBS-TA or APP-TA -165.0 RN or EnergyGuard Ultra APP-TA Liberty SA Self-Adhering Min. 1.5-inch EnergyGuard RA, (Optional) Primed Min.0.25-inch DensDeck Prime or SBS-TA or SBS-TA or C-144. conc. Base/Ply Sheet;poly-film EnergyGuard RH,EnergyGuard OB500 SECUROCK Gypsum-Fiber Roof Board OB500 APP-TA SBS-TA or APP-TA -Z40.0 burned off RN or EnergyGuard Ultra APP-TA SELF-ADHERING SYSTEMS: Primed One or two plies of GAFGLAS Min.1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or Weather- (Optional) SBS-TA, C-145. Ply 4,Tri-Ply Ply 4 or EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA Watch XT SBS-TA, APP-TA 'Z32.5 ex y - C-146. Primed UnderRoof HT,self-adhered Min.1-inch EnergyGuard RA, OB500 �Optlonal)Additional layers base OB500 SBS-SA None SBS-SA -37.5 conc. RH,RM,RN insulation Primed Min.1-inch EnergyGuard RA, (Optional)Additional layers base SBS-SA or (Optional) SBS-TA or C-147. conc. UnderRoof HT,self-adhered RH,RM,RN OB500 insulatfon OB500 Weather- SBS-TA or APP-TA -37.5 Watch XT APP-TA Primed Min. 1-inch EnergyGuard RA, Min.0.25-inch DensDeck DureGuard C-148. conc. UnderRoof HT,self-adhered RH,RM,RN OB500 or SECUROCK Gypsum-Fiber Roof OB500 SBS-SA None S85-SA -37.5 Board Primed Min. 1-inch EnergyGuard RA, Min.0.25-fnch DensDeck DuraGuard (Optional) SBS-TA or C-149. �onc. UnderRoof HT,self-adhered RH,RM,RN OB500 or SECUROCK Gypsum-Fiber Roof OB500 SBS-SA SBS-TA or APP-TA -37'S Board APP-TA (Optional) C-150. Primed UnderRoof HT,self-adhered Min.1-inch EnergyGuard RA, OB500 Min.0.25-inch DensDeck Prime or OB500 Weather- SBS-TA or SBS-TA or _37.5 conc. RH,RM,RN SECUROCK Gypsum-Fiber Roof Board Watch XT APP-TA APP TA Min.0.5-inch EnergyGuard RH HD SBS-SA or (Optional) C-151. Primed UnderRoof HT,self-adhered Min.1.5-inch EnergyGuard RH OB500 Polyiso Insulation,EnergyGuard HD OB500 Weather- SBS-TA or SBS-TA or _3�5 conc. Polylso Insulation,EnergyGuard HD Watch XT APP-TA APP-TA Plus Polyiso Insulation C-152. Primed UnderRoof 2,self-adhered Min.1-inch EnergyGuard RA, pg500 �Optional)Additional layers base OB500 SBS-SA None SBS-SA -45.0 conc. RH,RM,RN insulation C-153. Primed UnderRoof 2,self-adhered Min. 1-inch EnergyGuard RA, OB500 Min.0.25-inch DensDeck DuraGuard OB500 SBS-SA None SBS-SA -45.0 conc. RH,RM,RN Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 39 of 61 �� r�� `�,� . �� TRIf�IITY I ERD TABLE 3A-3: CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1A:BONDED TEMP ROOF,BONDED INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP (se i�ote Temp Roof No. Type Attach Type Attach Base Ply Cap �ps� Primed Min.1-inch EnergyGuard RA, (Optional) SBS-TA or C-154. conc. UnderRoof 2,self-adhered RH,RM,RN OB500 Min.0.25-inch DensDeck DuraGuard OB500 SBS-SA SBS-TA or APP_TA -45.0 APP-TA Primed Min.1-inch EnergyGuard RA, Weather- �Optional) SBS-TA or C-155. conc. UnderRoof 2,self-adhered RH,RM,RN OB500 Min.0.25-inch DensDeck Prime OB500 y�/atch XT SBS-TA or APP_TA -45.0 APP-TA Mfn.0.5-inch EnergyGuard RH HD SBS-SA or (Optional) C-156. Primed UnderRoof 2,self-adhered Min.1.5-inch EnergyGuard RH OB500 Polyiso Insulation,EnergyGuard HD OB500 Weather- SBS-TA or SBS-TA or _9�5 conc. Polyiso Insulation,EnergyGuard HD Watch XT APP-TA APP-TA Plus Polyiso Insulation Primed Min.1-inch EnergyGuard RA, (Optional)Additional layers base SBS-SA or (Optional) SBS-TA or C-157. �a�� UnderRoof 2,self-adhered RH,RM,RN OB500 insulation OB500 Weather- SBS-TA or APP-TA -127.5 Watch XT APP-TA Primed Min.1-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- SBS-SA or (Optional) SBS-TA or C-158. �onc. UnderRoof 2,self-adhered RH,RM,RN OB500 Fiber Roof Board OB500 Weather- SBS-TA or APP-TA '127.5 Watch XT APP-TA Primed SBS-CA,SBS-AA,SBS-TA or Min.1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or Weather- �Optional) SBS-TA or - Ener Guard RH Ener Guard OB500 OB500 SBS-TA or -165.0 ' RN or EnergyGuard Ultra - Liberty SA Self-Adhering Min.1.5-inch EnergyGuard RA, (Optional) Primed Min.0.25-inch DensDeck Prime or Weather- SBS-TA or C-160. �o�� Base/Ply Sheet;poly-Fllm EnergyGuard RH,EnergyGuard OB500 SECUROCK Gypsum-Fiber Roof Board OB500 y�atch XT SBS-TA or APP-TA -240.0 burned off RN or EnergyGuard Ultra APP-TA COLD-APPLIED SYSTEMS: Min.0.5-inch EnergyGuard RH HD SBS-CA Primed Polyiso Insulation,EnergyGuard HD SBS-CA or C-161. conc. UnderRoof HT,self-adhered Min. 1.5-inch EnergyGuard RH OB500 polyiso Insulation,EnergyGuard HD OB500 or SBS- None SBS-CA-1 -37.5 Plus Polyiso Insulatlon CA-1 Conc. Ruberoid 20 applied in Min. 1.5-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- C-162. (optional Matrfx•"102 SBS Membrane EnergyGuard RH,EnergyGuard OB500 Fiber Roof Board OB500 SBS-CA None SBS-CA -45.0 primer) Adhesfve at 1.5-2.0 gal/sq. RN Min.0.5-inch EnergyGuard RH HD SBS-CA C-163. Primed UnderRoof 2,self-adhered Min. 1.5-inch EnergyGuard RH OB500 Polyiso Insulation,EnergyGuard HD OB500 or SBS- None SBS-CA or _97.5 conc. Polyiso Insulation,EnergyGuard HD CA-1 SBS-CA-1 Plus Polyiso Insulation HYBRID HOT�COLD-APPLIED SYSTEMS: Primed One or two plies of GAFGLAS Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime, C-164. conc. P�Y 4,Tri-Piy Ply 4 or EnergyGuard RH,EnergyGuard HA DensDeck DureGuard or SECUROCK HA None Two BP-AA SBS-CA-1 -232.5 GAFGLAS FlexPly 6 in hot RN Gypsum-Fiber Roof Board Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization #9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 40 of 61 �,� �� • ��T�II�JIIY�ERD TABlE 38: CpNCRETE DECKS-NEW CONSTRUCTIOIV OR REROOF(TFnR-OF�) SYSTEM TYPE F: NON-INSULA7ED,BONDED ROOF COVER System D�Gk Primer Roaf Cover �„�QP I No. (See Note i) gase ply Cap (psfl .. , C4NYE NTZ6NA1.'SYSTEMS. G16S. Concrete ASTM D41 APP-TA (Optional)APP-TA APP-TA -90.0 ' G166. Concrete ASTM D41 BP-AA,SSS-AA BP-AA,SBS-AA SBS-AA -442.S I C-167. Concrete (Optional)ASTM D41 SBS-TA (Optional)SBS-TA SBS-TA -465.0 SELF-AQHERZNG SYSTEM5C � C-ib8. Concrete ASTM D41 SSS-SA (Qptionai)SBS-SA SBS-SA -72.5 C-169. Concrete ASTM D41 SBS-SA (Optional)SBS-TA or APP-TA SBS-TA or APP-TA -140.0 VENTftYG SYSTEMS: - C-170. Concreke MatrixT"307 Premium B_L� Bp-qA,SBS-AA SBS-AA -185.0 Asphait Primer Exterior Research and Design,�LC.dlbja Trinity[ERD Evaluation Report 01506.11.04-R12 for FL5b80-R12 Certificate of Aukhorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nleminen,PE-54166 Appendix 1,Page 41 of 61 _.� ..__,` � �?`�--�J' . ��.� TRINI�i ERD TABLE 4A: LIGHTWEIGHT INSULATING CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TeaR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Deck(See Note 1) Base Insulation Layer Coverboard Roof Cover P7DP No• Struct. LWC Type Attach Type Attach Base Ply Cap �PS� CONVENTIONAL SYSTEMS: Mearicrete BP-AA,SBS- (Optional)BP-AA, SBS-AA, LWC-1. Concrete Min.0.5-inch Structodek TD OB500 None N/A AA,SBS-TA or SBS-AA,SBS-TA SBS-TA or -155.0 (min. 300 psi) APP-TA or APP-TA APP-TA (Optional)Min. 1.5-inch (Optional)One or SBS-AA, Elastizell(min. EnergyGuard RA,EnergyGuard Min.0.5-inch EnergyGuard High BP-AA,SBS- more BP-AA,SBS- LWC-2. Concrete z00 psi) RH,EnergyGuard RN or OB500 Density Roof Fiberboard OB500 AA AA,SBS-TA or SBS-TA or -225.0 EnergyGuard Ultra APP-TA APP-TA (Optional)Min. 1.5-inch Min.0.25-inch DensDeck, BP-AA,SBS- �Optional)One or SBS-AA, LWC-3. Concrete Elastizell(min. EnergyGuard RA,EnergyGuard OB500 DensDeck Prime or SECUROCK 06500 AA,SBS-TA or more BP-AA,SBS- SBS-TA or -225.0 200 psi) RH,EnergyGuard RN or Gypsum-Fiber Roof Board APP-TA ��SBS-TA or qpp_TA EnergyGuard Ultra APP-TA Elastizell(min. Min.2.0-inch,min. 1.0 pcf, Min.0.5-inch EnergyGuard High BP-AA,SBS- �Optional)BP-AA, SBS-AA, LWC-4. Concrete 200 psi) ASTM C578 expanded OB500 Density Roof Fiberboard OB500 � SBS-AA,SBS-TA SBS-TA or -120.0 polystyrene or APP-TA APP-TA Elastizell(min. Min.0.25-inch DensDeck or BP-AA,SBS- (Optional)BP-AA, SBS-AA, LWC-S. Concrete Min. 1.0-inch Foamular 250 OB500 DensDeck Prime or SECUROCK OB500 AA,SBS-TA or SBS-AA,SBS-TA SBS-TA or -225.0 200 psi) Gypsum-Fiber Roof Board APP-TA or APP-TA APP-TA LWC-6. Concrete Elastizeli(min. EnergyGuard RA,EnergyGuard Pa��R Min.0.5-inch EnergyGuard High Part 2 BP-AA,SBS- more BP-AA,SBS- SBS-TA�or -180.0 200 psi) RH,EnergyGuard RN or Z� Density Roof Fiberboard CR-20 AA AA,SBS-TA or qpp_TA EnergyGuard Ultra APP-TA (Optional)Min. 1.5-inch GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- �Optional)One or SBS-AA, LWC-7. Concrete Elastizell(min. EnergyGuard RA,EnergyGuard part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or more BP-AA,SBS- SBS-TA or -180.0 200 ps!) RH,EnergyGuard RN or 20 Gypsum-Fiber Roof Board CR-20 APP-TA ��SBS-TA or APP-TA EnergyGuard Ultra APP-TA (Optional)Min. 1.5-Inch GAF 2- GAF 2- (Optional)One or SBS-AA, LWC-8. Concrete Elastizell(min. EnergyGuard RA,EnergyGuard part,CR- Min.0.5-inch EnergyGuard High Part BP-AA,SBS- more BP-AA,SBS- SBS-TA or -222.5 200 psi) RH,EnergyGuard RN or ZD Density Roof Fiberboard CR-20 � �,SBS-TA or qpp_TA EnergyGuard Ultre APP-TA (Optional)Min. 1.5-inch (Optional)One or GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- SBS-AA, LWC-9. Concrete Elastizell(min. EnergyGuard RA,EnergyGuard part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or more BP-AA,SBS- SBS-TA or -222.5 200 psi) RH,EnergyGuard RN or ZO Gypsum-Fiber Roof Board CR-20 APP-TA AA,SBS-TA or APP-TA EnergyGuard Ultra APP-TA (Optional)Min. 1.5-inch (Optional)One or Min.200 psi EnergyGuard RA,EnergyGuard GAF 2- Min.0.5-inch EnergyGuard High GAF 2- BP_AA SBS- more BP-AA,SBS- SBS-AA, LWC-10. Concrete Mearlcrete RH,EnergyGuard RN or Part,CR- Density Roof Fiberboard Part' AA AA,SBS-TA or SBS-TA or -240.0 LWIC EnergyGuard Ultra 20 CR-20 APP-TA APP-TA (Optional)Min. 1.5-inch GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- �Optional)One or SBS-AA, LWC-11. Concrete Mearlcrete EnergyGuard RA,EnergyGuard part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or more BP-AA,SBS- SBS-TA or -240.0 (min.200 psi) RH,EnergyGuard RN or 20 Gypsum-Fiber Roof Board CR-20 APP-TA AA�SBS-TA or qpp_TA EnergyGuard Ultra APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 42 of 61 (� -1`__. t d,��1 �`�---:� TI�INI°fYIERD TABLE 4A: LIGHTWEIGHT INSULATING CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF� SYSTEM TYPE A-1: BONDED INSULATIORI,BONDED ROOF COVER System Deck(See Note i) Base Insulation Layer Coverboard Roof Cover MDP No. Struct. LWC Type Attach Type Attach Base Ply Cap (psf) Elastizell, Min. 1.5-inch,min. 1.25 pcf GAF 2- GAF 2- (Optional)BP-AA, SBS-AA, LWC-12. Concrete Celcore or ASTM C578 expanded Part,CR- Min.0.5-inch EnergyGuard High part, BP-�'SBS SBS-AA,SBS-TA SBS-TA or -87.5 Mearlcrete polystyrene Z� Density Roof Fiberboard CR-20 '� or APP-TA APP-TA (min.200 psi) Elastizell, Min. 1.5-inch,min. 1.25 pcf GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- (Optional)BP-AA, SBS-AA, LWC-13. Concrete Celcore or ASTM C578 expanded Part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or SBS-AA,SBS-TA SBS-TA or -87.5 Mearlcrete polystyrene 20 Gypsum-Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA (min.200 psi) Elastizell, Min. 1.5-inch,min. 1.5 pcf GAF 2- GAF 2- (Optional)BP-AA, SBS-AA, LWC-14. Concrete Celcore or ASTM C578 expanded Part,CR- Min.0.5-inch EnergyGuard High part, BP-�'SBS SBS-AA,SBS-TA SBS-TA or -180.0 Mearlcrete olystyrene Z� Density Roof Fiberboard CR-20 AA or APP-TA APP-TA (min.200 psi) P Elastizell, Min. 1.5-inch,min. 1.5 pcf GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- (Optlonal)BP-AA, SBS-AA, LWC-15. Concrete Celcore or ASTM C578 expanded Part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or SBS-AA,SBS-TA SBS-TA or -180.0 Mearlcrete polystyrene 20 Gypsum-Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA (min.200 psi) Celcore(min. Min. 1.5-inch,min.2.0 pcf GAF 2- Min.0.5-inch EnergyGuard High GAF 2- BP_� SBS_ (Optional)BP-AA, SBS-AA, LWC-16. Concrete z00 psi) ASTM C578 expanded Part,CR- Density Roof Fiberboard Part, � SBS-AA,SBS-TA SBS-TA or -222.5 ol s rene 20 CR-20 or APP-TA APP-TA Celcore(min. Min. 1.5-inch,min.2.0 pcf GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- (Optional)BP-AA, SBS-AA, LWC-17. Concrete ASTM C578 expanded Part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or SBS-AA,SBS-TA SBS-TA or -222.5 200 psi) polystyrene 20 Gypsum-Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA Mearlcrete Min. 1.5-inch,min.2.0 pcf GAF 2- Min.0.5-inch EnergyGuard High GAF 2- BP_� SBS_ (Optional)BP-AA, SBS-AA, LWC-18. Concrete ASTM C578 expanded Part,CR- Part, SBS-AA,SBS-TA SBS-TA or -240.0 (min. 200 psi) polystyrene 20 Density Roof Fiberboard CR-20 � or APP-TA APP-TA Mearicrete Min. 1.5-inch,min.2.0 pcf GAF 2- Min.0.25-inch DensDeck, GAF 2- BP-AA,SBS- (Optional)BP-AA, SBS-AA, LWC-19. Concrete ASTM C578 expanded Part,CR- DensDeck Prime or SECUROCK Part, AA,SBS-TA or SBS-AA,SBS-TA SBS-TA or -240.0 (min. 200 psi) Polystyrene 20 Gypsum-Fiber Roof Board CR-20 APP-TA or APP-TA APP-TA SELF-ADHERING SYSTEMS: LWC-20. Concrete Mearlcrete Min.0.5-inch Structodek TD 0B500 None N/A SBS-SA (Optional)SBS-SA SBS-SA -122.5 (min.300 psi) Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 43 of 61 /^- I � � e� y �`�,�, �f I�INITY�ERD ', , � TABLE 46: LIGHTNlEIGHT INSULATING CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TeaR-OFF) SYSTEM TYPE E: IVON-INSULATED,MECHANICALY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Roof Cover MDP No. Structural LWC Membrane Faster Attachment Ply Cap �pst7 CONVENTIONAL SYSTEMS: � Min.22 ga.type B,Grede 33 Mearlcrete(min.300 psi) 6-inch o.c.at min.4-inch (Optional)BP- SBS-AA, LWC-21. �ented steel attached to with min.1 pcf EPS board Ruberoid MOP Pius(granules Drill-Tec Locking side laps and 9-inch o.c.in AA,SBS-AA, SBS-TA or -45.0 supports at max.6 ft spans or and min.2-inch thick top down) Impact Nail two,equally spaced SBS-TA or APP- APP-TA structurolconcrete coat staggered centerrows. TA #14 HD Drill-Tec Min.22 ga,type B,Grade 33 Min 250-300 psi Approved Fasten throuah LWC to fasteners and 2" steel attached to supports at cellular LWC with min. 1 pcf structurai deck 6-inch o.c. (Optional)SBS- LWC-22. max.6'-6"spans or structural EPS board and min.2-inch Ruberoid MOP Smooth Drill-Tec Double- within 4-inch heat welded TA SBS-TA -52.5 concrete thick top coat Barbed Round Steel side laps Plates GAFGLAS#75 Base Sheet,Tri- Min.22 ga.type B,Grede 33 Mearlcrete(min.300 psi) 7.5-inch o.c.at min.4-inch (Optional)BP- Ply#75 Base Sheet,GAFGLAS SBS-AA, vented steel attached to with min. 1 pcf EPS board Driil-Tec Base Sheet laps and 12-inch o.c.in AA,SBS-AA, LWC-23. #80 Ultima Base Sheet, SBS-TA or -52.5 supports at max.6 ft spans or and min.2-inch thick top Fastener(1.2 in.) three,equally spaced, SBS-TA or APP- structural concrete coat GAFGLAS Stretavent Eliminator staggered center rows TA APP-TA Nailable Venting Base Sheet Mearlcrete(min.300 psi) GAFGLAS#75 Base Sheet,Tri- 4-inch o.c,at min.4-inch with optional min. 1 pcf p�y#75 Base Sheet,GAFGLAS Drill-Tec ease Sheet laps and 7-inch o.c.in two, LWC-24. Structural concrete Corrugated EPS Holey Board Stratavent Eliminator Nailable Fastener(1.7) equally spaced,staggered SBS-TA SBS-TA -52.5 coat Venting Base Sheet center rows . Min.22 ga.type B,Grede 33 7-inch o.c,at min.4-inch SBS-AA vented steel attached to Mearicrete(min.742 psi) Drill-Tec Base Sheet side laps and 7-inch o.c.in (Optional)BP- �Polyester LWC-25. supports at max.6 ft spans or min.2-inch thick top coat GAFGLAS FlexPly 6 Fastener(1.2) two,equally spaced AA,SBS-AA relnforced, -52.5 structurel concrete staggered center rows. D6164 on/y) Fasten throuah LWC to Min.22 ga.type B,Grade 33 Min 250-300 psi Approved structural deck 12-inch o.c. steel attached to supports at cellular LWC with min. 1 pcf at 4-inch side laps and 12- (Optional)BP- SBS-AA, LWC-26. max.6 ft spans or structurel EPS board and min.2-inch GAFGLAS FlexPly 6 See Note 2 inch o.c.in two,equally AA,SBS-AA SBS-TA -67.5 concrete thick top coat spaced staggered center rows. Min.22 ga.type B,Grede 33 Ceicore Cellular Concrete 7-inch o.c.at min.4-inch Ruberoid MOP Granule,Tri-Piy SBS-AA, vented steel attached to (min.200 psi)with min.1 Drill-Tec Locking side laps and 7-inch o.c.in BP-AA or SBS- LWC-27. SBS Modified Bitumen SBS-TA or -75.0 supports at max.5-ft spans or pcf EPS board and min.2- Membrane(granules down) Impact Nail hvo,equally spaced AA APP-TA structural concrete inch thick top coat staggered center rows. GAFGLAS#75 Base Sheet,Tri- Min.22 ga.type B,Grade 33 Celcore Cellular Concrete 7-inch o.c.at min.3-inch Ply#75 Base Sheet,GAFGLAS vented steel attached to (min.300 psi)with min.1 Drill-Tec Base Sheet side laps and 7-inch o.c.in Two plies BP- LWC-28. supports at max.S-ft spans or pcf EPS board and min.2- #80 Ultima Base Sheet, Fastener(1.7) two,equally spaced AA or SBS-AA SBS-AA -75.0 structural concrete inch thick top coat GAFGLAS Stretavent Eliminator staggered center rows. Nailable Venting Base Sheet Fasten throuah LWC to Min.22 ga.type B,Grede 33 Min 250 psi Approved structural deck 12-inch o.c. SBS-TA LWC-29. steel attached to supports at celiular LWC with optional Ruberoid SBS Heat-Weld at 4-inch side laps and 12- (Optional)SBS- (polyester, max.5-ft spans or structural min. 1 pcf EPS board and Granule(grenules down) See Note 2 inch o.c.in two,equally TA D6164 -97'S concrete min.2-inch thick top coat spaced staggered center only) rows. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 44 of 61 TRINIIY�ERD TABLE 46: LIGHTWEIGHT INSULATING,CONCRETE DECKS-NEW CONSTRUCTION ort REROOF(Tenrt-OFF) SYSTEM TYPE E: NOPeI-INSULATED,MECHANICALY ATTACHED BASE SFiEET,BONDED ROOF COVER System Deck(See Note i) Base Roof Cover MDP No. Structural LWC Membrane Faster Attachment Ply Cap �PS� Mearlcrete(min.300 psi) with no EPS board. Note:To Min.22 ga.type B,Grade 33 9ualify the Mearlcrete under 7-inch o.c.at min.4-inch SBS-AA this assemb/y,a Orill-Tec Drill-Tec Base Sheet la s and 7-inch o.c.in two, (Optional BP- ol ester LWC-30. steel attached to supports at gase Sheet Fastener(1.2 in.) GAFGLAS FlexPly 6 p � �p y ' -127.5 max.6-ft spans or structurel Fastener(1.2 in.) equally spaced,staggered AA,SBS-AA D6164 concrete shal/achieve an average centerrows only) withdrawal of 146/bf or greater when tested per TASZOS or ANSI/SPRI FX-1 SEIF-ADHERING SYSTEMS7 � ' Min.22 ga,type B,Grade 33 Mearlcrete(min.300 psi) 7.5-inch o.c.at min.4-inch LWC-31. �ented steel attached to with min. 1 pcf EPS board StormSafe Anchor Sheet Drill-Tec Base_Sheet laps and 12-inch o.c.in (Optional)SBS- SBS-SA -52.5 supports at max.6 ft spans or and min.2-inch thick top Fastener(1.2 in.) three,equally spaced, SA structurel concrete coat staggered centerrows - TABLE 4C: LIGHTWEIGHT INSULATING CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER System Deck(See Note 1) -Roo over MDP Primer S No. Structural LWC Base Ply Cap �p � SELF�ADHERING SYSTEMS: LWC-32. Concrete Min.•250-300 psi Celcore LWIC ASTM D41 SBS-SA None SBS-TA -52.5 LWC-33. Concrete Min.250-300 psi Celcore LWIC TOPCOAT PRECOTE SBS-SA None SBS-TA. -100.0 LWC-34. Concrete Min.250-300 psi Elastizell LWIC ASTM D41 SBS-SA None SBS-SA -137.5 Exterior Research and Design,LLC.d/b/a"I'rinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 45 of 61 �� . B�� '��TI�If�I� ERD � TABLE 5A: CEMENTITIOUS WOOD FIBER DECKS-NEW CONSTRUCTION oR REROOF(TeaR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Type Attach Base Ply Cap �PS� CONVENTIONAL SYSTEMS7 Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High BP-AA,SBS- �Optional)One or SBS-AA, CWF-1. Tectum EnergyGuard RH,EnergyGuard 06500 Density Roof Fiberboard OB500 � more BP-AA,SBS-AA, SBS-TA or -45.0 RN SBS-TA orAPP-TA APP-TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck BP-AA,SBS- (Optional)One or SBS-AA, CWF-2. Tectum EnergyGuard RH,EnergyGuard 06500 Prime or SECUROCK Gypsum-Fiber OB500 AA,SBS-TA or more BP-AA,SBS-AA, SBS-TA or -45.0 RN RoofBoard APP-TA SBS-TA orAPP-TA APP-TA Min. 1.5-inch EnergyGuard RA, GAF 2- (Optional)One or SBS-AA, GAF 2-Part, Min.0.5-inch EnergyGuard Hfgh BP-AA,SBS- CWF-3. Tectum EnergyGuard RH,EnergyGuard CR-20 Density Roof Fiberboard Part,CR- � more BP-AA,SBS-AA, SBS-TA or -52.5 RN 20 SBS-TA orAPP-TA APP-TA Min. 1.5-inch EnergyGuard RA, GAF 2-Part, Min.0.25-inch DensDeck,DensDeck GAF 2- BP-AA,SBS- (Optional)One or SBS-AA, CWF-4. Tectum EnergyGuard RH,EnergyGuard Prime or SECUROCK Gypsum-Fiber Part,CR- AA,SBS-TA or more BP-AA,SBS-AA, SBS-TA or -52.5 RN �R-Z� Roof Board 20 APP-TA SBS-TA orAPP-TA APP-TA SELF-ADHERING SYSTEMS7 Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck WeatherWatch (Optional)SBS-TA or SBS-TA or d 06500 Prime or SECUROCK G sum-Fiber OB500 -45.0 RN RoofBoard Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck GAF 2- GAF 2-Part, WeatherWatch (Optional)SBS-TA or SBS-TA or CWF-6. Tectum EnergyGuard RH,EnergyGuard Prime or SECUROCK Gypsum-Fiber Part,CR- -52.5 RN CR-20 RoofBOard Zp XT APP-TA APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 ', Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 46 of 61 ' � �`� `�.� TRINITY I ERD TABLE 56: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION oR REROOF(TeaR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP NO. (See No[e. e 1� Typ Fasteners Attach Type Attach Type Attach Base Ply Cap psf CONVENTIONAL SYSTEMS7 GAFGLAS#75 Base Sheet, , Tri-Ply#75 Base Sheet,#80 Min.0.25-inch 9-inch o.c.at the 3- (Optional) Ultima Base Sheet, Min.1.8-inch DensDeck, BP'�`� BP-AA, SBS- inch lap and 18-inch (Optional) Stratavent Eliminator Drill-Tec DenDeck Prime or SBS-AA CWF-7. Tectum o.c,in two,equally Min. 1-inch HA HA ' SBS-AA, TA, -82.5 Nailable Venting Base Sheet, Locking SECUROCK SBS-TA, Ruberoid 20,MOP Smooth, Impact Nail spaced,staggered EnergyGuard Gypsum-Fiber Roof APP-TA SBS-TA, APP-TA Heat Weld Smooth or Heat center rows Board APP-TA Weld 25 GAFGLAS#75 Base Sheet, Min.0.5-inch Tri-Ply#75 Base Sheet,#80 EnergyGuard High 9-inch o.c.at the 3- (Optional) Ultima Base Sheet, Min. 1.8-inch Density Roof gp_qq SBS- inch lap and 18-inch (Optional) Stratavent Eliminator Drill-Tec Fiberboard or min. BP-AA, CWF-8. Tectum o.c.in two,equally Min. 1-inch HA HA SBS-AA, TA, -82.5 Na(lable Venting Base Sheet, Locking 0.75-inch SBS-AA Ruberoid 20,MOP Smooth, Impact Nail spaced,staggered EnergyGuard EnergyGuard Perlite SBS-TA, APP-TA Heat Weld Smooth or Heat center rows Roof Insulation APP-TA Weld 25 (hamogeneous) SELF-ADNERING SYSTEMS7 GAFGLAS#75 Base Sheet, Tri-Ply#75 Base Sheet,#SO Min.0.25-inch 9-inch o.c.at the 3- Ultima Base Sheet, Min. 1.8-inch DensDeck, inch lap and 18-inch (Optional) (Optional) SBS- Strotavent Eliminator Drill-Tec DenDeck Prime or Weather- CWF-9. Tectum o.c.in two,equally Min.1-inch HA HA SBS-TA, TA, -82.5 Nailable Venting Base Sheet, Locking SECUROCK Watch XT Rubero(d 20,MOP Smooth, Impact Nail spaced,staggered EnergyGuard Gypsum-Fiber Roof APP-TA APP-TA Heat Weld Smooth or Heat center rows Board Weld 25 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12:04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 47 of 61 I (" ' ~�; � ��1 - �' �--.'�TRINITY�ERD TABLE 5C: CEMENTITIOUS WOOD FIBER DECKS—NEW CONSTRUCTION oR REROOF(TeaR-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP No. (See Note i) Type Faster Attachment Ply Cap �PS� CONVENTIONALSYSTEMS7 GAFGLAS Piy 4,Tri-Ply Ply 4,GAFGLAS FlexPly 6,GAFGLAS#80 Drill-Tec LD 9-inch o.c,at the 4-inch lap and (Optional)BP- SBS-AA or CWF-10. Tectum Ultima Base Sheet,GAFGLAS Stratavent Eliminator Nailable Fasteners and Drill- 12-inch o.c.in two,equally AA,SBS-AA or -30.0 Venting Base Sheet Tec LD Plates spaced,staggered center rows SBS-TA SBS-TA Drill-Tec LD 9-inch o.c.at the 4-inch lap and (Optional)BP- SBS-AA or CWF-il. Tectum Ruberoid 20 Fasteners and Drill- 12-inch o.c. in two,equally AA,SBS-AA or SBS-TA -60.0 Tec LD Plates spaced,staggered center rows SBS-TA Drill-Tec LD 9-fnch o.c.at the 4-inch lap and �Optional)SBS- CWF-12. Tectum Ruberoid SBS Heat-Weld 25 Fasteners and Drill- 12-inch o.c.in two,equally TA SBS-TA -60.0 Tec LD Plates spaced,staggered center rows GAFGLAS Ply 4,Tri-Ply Ply 4,GAFGLAS FlexPly 6,GAFGLAS#80 Drill-Tec LD 7-inch o.c,at the 4-inch lap and (Optional)BP- SBS-AA or CWF-13. Tectum Ultima Base Sheet,GAFGLAS Stratavent Eliminator Nailable Fasteners and Drill- 7-inch o.c,in two,equally AA,SBS-AA or -67.5 Venting Base Sheet or Ruberoid 20 Tec LD Plates spaced,staggered center rows SBS-TA SBS-TA Drill-Tec LD 7-inch o.c.at the 4-fnch lap and �Optional)SBS- CWF-14. Tectum Ruberoid SBS Heat-Weld 25 Fasteners and Drill- 7-inch o.c.in two,equally TA SBS-TA -67.5 Tec LD Plates spaced,staggered center rows GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet, #80 Ultima Min. 1.8-inc n - -inc o.c.a e -mc ap an - CWF-15. Tectum Base Sheet,Stretavent Eliminator Nailable Venting Base Sheet, Tec Locking Impact 18-inch o.c.in two,equally BP-AA,SBS-AA SBS-TA�or -82.5 Ruberoid 20,MOP Smooth,Heat Weld Smooth or Heat Weld 25 Nail spaced,staggered center rows APP-TA I Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 48 of 61 % � ,�'�`, ; '��,,� - ``��t �f�I�I�I ERD TABLE 6A; GYPSUM DECKS—REROOF(Teart-OFF) SYSTEM TYPE A-1:BOIVDED INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Type Attach Base Ply Cap (Psf) G-1. Existing sound gypsum Min. 1-inch EnergyGuard OB500 Min. 0.25-inch DensDeck 06500 SBS-SA (Optional)SBS- SBS-TA -45.0 or gypsum plank RH,RM or RN DuraGuard TA G_2 Existing sound gypsum Min. 1-inch EnergyGuard 0B500 �Optional)Additional layer(s)of pB500 SBS-SA None SBS-SA -87.5 or gypsum plank RH base insulation G-3. Existing sound gypsum Min. 1-inch EnergyGuard OB500 Min.0.25-inch SECUROCK Gypsum- 08500 585-SA or (Optional)SBS- SBS-TA, _105.0 or gypsum plank RN Fiber Roof Board WeatherWatch XT TA,APP-TA APP-TA Existfng sound gypsum Min. 1-inch EnergyGuard (Optional)Additional layer(s)of SBS-SA or (Optional)SBS- SBS-TA, G-4. or gypsum plank RN 08500 base insulation OB500 WeatherWatch XT TA,APP-TA APP-TA -147.5 Existing sound gypsum Min. 1-inch EnergyGuard Min. 0.25-fnch DensDeck Prime or (Optional)SBS- G-5. or gypsum plank RH OB500 SECUROCK Gypsum-Fiber Roof 0B500 SBS-TA TA SBS-TA -190.0 eoard TABLE 6B: GYPSUM DECKS—REROOF(TEnrt-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP • ee o e Type Fasteners ac ype ac ype ac ase y ap VENTING SYSTEMS: GAFGLAS#75 Base Min.0.5-inch Min. 1.8-Inch Sheet,Tri-Ply#75 Base 9-fnch o.c.at the 2- EnergyGuard Perlite Drill-Tec Locking Min. 1.5-inch Existing sound Sheet,GAFGLAS#80 fnch lap and 18-inch Recover Board or BP-AA SBS-AA Impact Nail or EnergyGuard RA, BP-AA, * G-6. gypsum or Ultima Base Sheet, o.c.in two,equally HA min.0.75-inch HA or or SBS- -45.0 Drill-Tec Base EnergyGuard RH, SBS-AA gypsum plank GAFGLAS Stratavent Sheet Fastener spaced,staggered EnergyGuard RN EnergyGuard Perlite SBS-AA TA Eliminator Nailable (1.2 in) center rows Roof Insulation Venting Base Sheet (homogeneous) 9-Inch o.c.at the 2- Min. 1.5-inch Existing sound GAFGLAS Stratavent Min. 1.8-inch inch lap and 18-Inch EnergyGuard RA, Two G-7. gypsum or Eliminator Nailable Drill-Tec Locking o.c.in two,equally HA None N/A B-LL plies SBS-AA -45.0* gypsum plank Venting Base Sheet Impact Nail spaced,staggered EnergyGuard RH, SBS-AA centerrows EnergyGuard RN TABLE 6C: GYPSUM DECKS-REROOF(TeAR-OFF) SYSTEM TYPE C: MECHANICALLY A7TACHED INSULATIOId,BONDED ROOF COVER System Deck Base Insulation Top Insulation Layer Roof Cover MDP No. (See Note i) Layer Type Fasteners Attach Base Ply Cap �ps� Existing sound gypsum �Optional)One or more Min.0.75-inch EnergyGuard Drill-Tec Polymer Gyptec Bp-AA or (Optional)BP- SBS-AA or G-8. layers,any Perlite Roof Insulation Fastener with Drill-Tec 1 per 1.3 ft2 AA SBS-AA or -62.5* or gypsum plank combination,loose laid (homogeneous) Gyptec Plate SBS-AA SBS-TA SBS-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 49 of 61 , �,�--..� l._.,� � �w,�,, � � `�� l-RI(�11�Y i ERD � TABLE 6D: GYPSUM DECKS-REROOF(TeaR-OFF) I SYSTEM TYPE E: NON-INSULATED,MECHANICALY ATTACHED BASE SHEET,BONDED ROOF COVER I System Deck Base Sheet Roof Cover Mpp � No. (See Note i) Type Faster Attachment Piy Cap �PS� CONVENTiONAL SYSTEMS: I� Existing sound gypsum GAFGLAS Ply 4,Tri-Ply Ply 4,GAFGLAS FlexPly 6, Drill-Tec LD Fasteners 9-inch o.c.at the 4-inch lap and 12- (Optional)BP- SBS-AA or G-9. or gypsum plank GAFGLAS#80 Ultima Base Sheet,GAFGLAS and Drill-Tec LD inch o.c.in two,equally spaced, AA,SBS-AA or SBS-TA -30.0 ! Stratavent Eliminator Nailable Venting Base Sheet Plates staggered center rows SBS-TA 9-inch o.c.at min.2-inch laps and 18- SBS-AA, Existing sound gypsum GAFGLAS Stratavent Eliminator Nailable Venting Drill-Tec Locking BP-AA SBS- G10. or gypsum plank Base Sheet Impact Nail inch o.c.in two,equally spaced, AA ' SBS-TA or -45.0* staggered center rows APP-TA Existing sound gypsum Drill-Tec Base Sheet 9-inch o.c.at min.2-inch laps and 18- * G-11. or gypsum plank GAFGLAS#75 Base Sheet,Tri-Piy#75 Base Sheet Fastener(1.2 in.) inch o.c.in two,equally spaced, SBS-TA SBS-TA -45.0 staggered center rows GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet, 9-inch o.c.at min.2-inch laps and 12- �Optional)BP- SBS-AA, G-12. Existing sound gypsum GAFGLAS#80 Ultima Base Sheet or GAFGLAS Drill-Tec Base Sheet inch o.c.in two,equally spaced, AA,SBS-AA, SBS-TA or -50.0* or gypsum plank Stretavent Eliminator Nailable Venting Base Sheet Fastener(1.2 in.) staggered center rows SBS-TA or APP-TA APP-TA Existing sound gypsum Drill-Tec LD Fasteners 9-inch o.c.at the 4-inch lap and 12- (Optional)BP- SBS-AA or G-13. or sum lank Ruberoid 20 and Drill-Tec LD inch o.c.in two,equally spaced, AA,SBS-AA or SBS-TA -60.0 Existing sound gypsum Drill-Tec LD Fasteners 9-inch o.c.at the 4-inch lap and 12- �Optional) G-14. or gypsum plank Ruberoid SBS Heat-Weld 25 and Drill-Tec LD inch o.c.in two,equally spaced, SBS-TA SBS-TA -60.0 Plates staggered center rows (Optional)BP- GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet, 9-inch o.c.at min.2-inch laps and 9- SBS-AA, G-15. Existing sound gypsum GAFGLAS#80 Ultima Base Sheet or GAFGLAS Drill-Tec Base Sheet inch o.c.in three,equally spaced, AA,SBS-AA, SBS-TA or -57.5* or gypsum plank Stretavent Eliminator Nailable Venting Base Sheet Fastener(1.2 in.) staggered center rows SBS-TA or APP-TA APP-TA GAFGLAS Ply 4,Tri-Piy Ply 4,GAFGLAS FlexPly 6, Drill-Tec LD Fasteners 7-inch o.c.at the 4-inch lap and 7- (Optional)BP- Existing sound gypsum GAFGLAS#80 Ultima Base Sheet,GAFGLAS SBS-AA or G-16, and Drill-Tec LD inch o.c.in two,equally spaced, AA,SBS-AA or -67.5 or gypsum plank Stratavent Eliminator Nailable Venting Base Sheet or plates staggered center rows SBS-TA SBS-TA Ruberoid 20 Existing sound gypsum Drill-Tec LD Fasteners 7-inch o.c.at the 4-inch lap and 7- �Optional) G-17. or gypsum plank Ruberoid SBS Heat-Weld 25 and Drill-Tec LD inch o.c. in two,equally spaced, SBS-TA SBS-TA -67.5 Plates staggered center rows Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 � Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 50 of 61 : y,�-- '� � �,�;�� . , `�� f Rlf�il��ERD TABLE 7A-1: RECOVER APPLICATIONS SYSTEM TYPE A-1:BONDED ITISUU4TION,BONDED E2OOF COVER�BASE INSULATION LAYER ONLY� System Substrate Base Insulation Layer Roof Cover MDP No. (See Notes 1&li) Type Attach Base Ply Cap �ps� CONVENTIONAL SYSTEMS WITH BASE INSULATION LAYER ONLV R-1. Existing asphaltic roof cover Min.0.75-inch EnergyGuard Perlite Roof HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS- -140.0 Insulation(homogeneous) SBS-AA,SBS-TA or APP-TA TA or APP-TA R-2. Existing asphaltic roof cover Min.0.5-inch EnergyGuard Perlite Recover HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS- -165.0 Board SBS-AA,SBS-TA or APP-TA TA or APP-TA R-3. Existing asphalt(c roof cover Min.0.5-inch EnergyGuard High Density HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS- -165.0 Roof Fiberboard SBS-AA,SBS-TA or APP-TA TA or APP-TA R-4. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Composite HA BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS- _240.0 SBS-AA TA or APP-TA R-5. Existing granule surface cap sheet Min.0.25-inch DensDeck Prime or HA SBS-TA,APP-TA (Optional)SBS-TA,APP-TA SBS-TA,APP- _240.0 SECUROCK Gypsum-Fiber Roof Board TA R-6. Existing asphaltic roof cover Min.0.5-inch EnergyGuard High Density OB500 BP-AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS- _120.0 Roof Fiberboard SBS-AA,SBS-TA or APP-TA TA or APP-TA R-7. Existing asphaltic roof cover Min. 0.25-inch DensDeck Prime OB500 SBS-TA TAPtional)One or more SBS- SBS-TA -120.0 R-8. Existing granule surface cap sheet Min.0.25-inch DensDeck Prime or OB500,6- SBS-TA,APP-TA (Optional)SBS-TA,APP-TA SBS-TA,APP- _z40.0 SECUROCK Gypsum-Fiber Roof Board inch o.c. TA R-9. Existing asphaltic roof cover Min. 0.5-inch EnergyGuard High Density GAF 2-Part, gp_AA,SBS-AA �Optional)One or more BP-AA, SBS-AA,SBS- -165.0 Roof Fiberboard CR-20 SBS-AA,SBS-TA or APP-TA TA or APP-TA R-10. Existing asphaltic roof cover Min.0.25-inch DensDeck Prime GAF 2-Part, SBS-TA (Optional)SBS-TA SBS-TA -245.0 CR-20 SELF-ADHERING SYSTEMS WITH BASE INSULATION LAYER ONLY R-11. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra HA SBS-SA �Optional)SBS-SA,SBS-TA, SBS-SA,SBS- _g0.0 APP-TA TA,APP-TA R-12. Existing asphaltic roof cover Min. 0.25-inch DensDeck DureGuard HA SBS-SA �Optional)SBS-SA,SBS-TA, SBS-SA,SBS- _127.5 APP-TA TA,APP-TA R-13. Existing asphaltic roof cover Min.0.25-inch DensDeck DuraGuard HA WeatherWatch �Optional)SBS-TA,APP-TA SBS-TA,APP- _127.5 XT TA R-14. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RN HA SBS-SA �Optional)SBS-SA,SBS-TA, SBS-TA,APP- _z10.0 APP-TA TA R-15. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RN HA �atherWatch �Optional)SBS-TA,APP-TA TAS-TA,APP- _Z10.0 R-16. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA HA SBS-SA (Optional)SBS-SA,SBS-TA, SBS-TA,APP- _217.5 APP-TA TA R-17. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA HA WeatherWatch �Optional)SBS-TA,APP-TA SBS-TA,APP- _Z17.5 XT TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page Sl of 61 � �.� ��m�� e I'°...-.�` " �'��.�l��1f�1111f'�ERD TABLE 7A-1. RECOVERAPPGICATIOi+IS SYSYEM TYPE A-1: BOfdpED IIdSUL�4TION,BONDED ROOF COVE6t(BA3E INSULATION LAYEIt ONLY� i System Sabstrate Base Insulation Layer Roof Cover �„�aP No. (See Notes 1&11) Type Att7Ch 621se Ply Cap �PS� � R-18. Existing granule surface Cap sheet ��•4.25-inCh DensDeck Prlme ar HA WeatherWatch {Qptianal)SBS-TA,APP-TA SBS-TA,APP- _Z4a.0 SECUROCK Gypsum-Fiber Roof Board XT Tp Min.0.5-inch EnergyGuard RH HD Pplyiso Existing smooth suefaced BUR f A�'p SBS-SA or R-19. modified bitumen or granule surface roof Insulatian,EnergyGuard ND Polyiso OBSffO WeatherWatch SBS-TA or AFP- Insufation,EnergyGuard HD Plus Polyiso {Optiona!)SBS-TA orAFP-TA TA -97.5 cover over structural concrete deck InsulaCion � R-20, Existing asphaltic roof cover Min 0.5-Inth Structodek High Density OB500,6- SBS-SA (Optional}SBS-SA SBS-SA -110.0 Fiberboard RoofInsulation inch o.c. R-21, Existing asphaltic roof cover Min.Q.25-inch DensDeck DuraGuard OB500 56S-SA {Optlonal)SBS-SA S8S-SA -120.0 R-22. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA, OB500 SBS-SA (Opkional)SBS-SA SBS-SA -120.0 EnergyGuard RH,EnergyGuard RN R-23. Existing asphaltie roof cover Min.0.25-inCh DensDeck 0650d SBS-SA (Opkional)SBS-TA or APP-TA �AS'TA or APP- _ZZQ� R-24. Existing asphaitic roaf cover Min.Q.25-inch Denspeck primed with Qg504 SBS-SA {Optionai)58S-TA or APP-TA SBS-TA or APP- _124.4 ASTNI D41 primer TA R-25. Existing asphaltic roof cover Min.0.25-inch SECUROCK Gypsum-Fiber OB500 WeatherWatch {Optiona!)SBS-TA or APP-TA TA °r -120.o Raaf Board � R-26. Existing asphaltic roof cover Min.0.25-inch SECUROCK Gypsum-Fiber OB500 SBS-SA {OpCional)SBS-TA or APP-TA SBS-TA or APP- _120.0 Roof Board prEmed with ASTM D41 primer TA R-27, Existing asphaltic roof cover Min.0.25-inch Denspeck Prime OB500 WeatherWatcfi �Optfonal)SBS-TA SBS-TA -120,0 � Existing smooth-or granu(e-surface BUR Min.0.5-lnch Ener Guard POLYISO S8S-SA or R-Z8• 9�' OB50Q WeatherWatch (OpCional)SBS-TA,APP-TA S�S-TA,APP- _Z25 o or modified bitumen over concrete deck INSULATION,EnergyGuard Ulkra X�. TA R-29. Existing granule surface cap sheet Min.0.25-inch DensDeck Prime or C7B500,6- WeatherWatch tpptional}SBS-TA,APP-TA SBS-TA,APP- -24d.0 SECUROCK Gypsum-Fiber Roof Board inch o.c. XT Tq Existing smoath-surEace BUR aver Min.0.5-inch EnergyGuard POLYISd I.RF-M,M- �BS-SA or S8S-TA,APP- R-30, concrete deck INSULATION,EnergyGuard Ultra OSFA X eatherWatth (Qptional)SBS-TA,APP-TR TA -75,0 Min.Q.5-i�ch EnergyGuard RH HD Polyisa SBS-SA or R-31. Existing smaoth surfaced BUR or granuie Insulation,EnergyGuard HD Palyiso LRF-M,M- yyeatherWatch (Optional)SBS-TA or APP-TA SBS-TA or APP- 75 Q surface roaf cover InsulaEion, EnergyGuard HD Plus Polyiso OSFA � Tq Insulation Existing granule-surface BUR or madified SBS-SA or R-32. bitumen or smooth-surface SBS modified Min.0.5-inch Energy�,uard POLYISq LRF-M,M- WeatherWatch (Optional)SBS-TA APP-TA SBS-TA,APP- _ZZ5.0 bitumen over concrete deck INSULATION,EnergyGuard Ulkra OSFA � � Tq R-33. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RN GAF 2-Part, ggS-SA tOpCional)SBS-SA,SBS-TA, SBS-TA,APP- _210.0 CR-20 APP-TA TA Exterior Research and Design,�LC.dlbja Trinity(ERD Evaluation Report 415d6.1I.04-R12 for Fl5b8d-Rl2 Certiflicate of Authorization#9503 Revision 12: p4/25/2014 Prepered by; Robert Nieminen,PE-59166 Appendix 1,Pege 52 of 61 ' . ,_--.,.�,�---_�ti � �� `4_��R��I�Y 4 EI�D � TABLE 7A-1: RECOVER APPLICATIONS SYSTEM TYPE A-1:BONDED ENSULATION,BOIVDED ROOF COVER(BASE INSULATION LAYER ONLY� System Substrate Base Insulation Layer Roof Cover p,�pp No. (see Notes i&ii) Type Attach Base Ply CaP �PS� GAF Z-Part, WeatherWatch SBS-TA,APP- R-34. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RN CR-20 � (Optional)SBS-TA,APP-TA TA -210.0 R-35. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA GAF 2-Part, SBS=SA (�Ptional)SBS-SA,SBS-TA, SBS-TA,APP- _Z17.5 CR-20 APP-TA TA R-36. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA GAF 2-Part, WeatherWatch �Optional)SBS-TA,APP-TA SBS-TA,APP- _217.5 CR-20 XT TA R-37. Existing asphaltic roof cover Min. 0.25-inch DensDeck Prime GAF 2-Part, WeatherWatch �Optfonal)SBS-TA SBS-TA -245.0 CR-20 XT VENTING SYSTEMS WITH BASE INSULATION LAYER ONLY R-38. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard RA, HA B-LL ��Ptional)One or more BP-AA, SBS-AA -150.0 EnergyGuard RH,EnergyGuard RN SBS-AA R-39. Exfsting asphaltic roof cover Min. 1.5-inch EnergyGuard RA, HA B-LL One or more BP-AA,SBS-AA TAS-TA or APP- _150.0 EnergyGuard RH,EnergyGuard RN Existing smooth-or granule-surface BUR, granule-surface modified bitumen or Min.0.5-inch EnergyGuard POLYISO HA B-LL (Optional)One or more BP-AA, SBS-AA -150.0 over concrete deck � R-41. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultre HA B-LL �Optional)One or more BP-AA, SBS-AA -172.5 SBS-AA R-42. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultre HA B-LL One or more BP-AA,SBS-AA TAS-TA or APP- _172.5 R-43. Existing smooth-or grenule-surface BUR Min.0.5-inch EnergyGuard POLYISO OB500 B-LL �Optional)One or more BP-AA, SBS-AA -225.0 or modified bitumen over concrete deck INSULATION, EnergyGuard Ultra SBS-AA R-44. Existing smooth-surface BUR over Min.0.5-inch EnergyGuard POLYISO LRF-M,M- B_�� (Optional)One or more BP-AA, SBS-AA -75.0 concrete deck INSULATION,EnergyGuard Ultre OSFA SBS-AA Existing granule-surface BUR or modified Min.0.5-inch EnergyGuard POLYISO LRF-M,M- (Optional)One or more BP-AA, R-45. bitumen or smooth-surface SBS modified INSULATION,EnergyGuard Ultre OSFA B-�� SBS-AA SBS-AA -225.0 bitumen over concrete deck COLD-APPLIED SYSTEMS WITH BASE INSULATION LAYER ONLY R-46. Existing minerel surface cap or asphalt Min.0.25-inch DensDeck Prime or HA SBS-CA-1 None SBS-CA-1 -127.5 BUR SECUROCK Gypsum-Fiber Roof Board R-47. Existing mineral surface cap Min.0.25-inch SECUROCK Gypsum-Fiber HA SBS-CA-1 None SBS-CA-1 -172.5 Roof Board � R 48 Existing smooth APP,mineral surface cap Min. 1.5-inch EnergyGuard RA, OB500 SBS-CA-1 None SBS-CA-1 -60.0 or asphaltic BUR EnergyGuard RH,EnergyGuard RN Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 53 of 61 a� �� '� ^'� �� '��..� TIZ�Io11TY j E�D � TABLE 7A-1: RECOVER APP[.ICATTONS SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER(BASE INSULATION LAYER QNLY� System Substrate Base Insatatiao Layer Roof Cover MDP No+ (see Notes 1&11) Type Attach Base Ply Cap (PS� �xisting smaoth surfaced BUR!APP �''��n.Q.5-inch EnergyGuard RN HD Polyisa Insulation,EnergyGuard ND Polyiso SBS-CA or SB5- SBS-CA or R-49. modified bitumen or granule surface roof Insulation,EnergyGuard HD Plus Polyiso OB50q CA-i None SBS-CA-1 -97'S cover over structuralconcrete deck Insulation R-50. Existing asphait BUR Min.0.25-inch DensDeck Prime or 0B50p SBS-CA-1 None SBS-CA-1 -120.0 SECUROCK Gypsum-Fiber Roof Board R-51. Cap ting smooth APP or mineral surface Min.0.25-inch Densdeck Prime OBSaO SBS-CA-1 None SBS-CA-I -127,5 R-52. Existing smoath APP Min.4.25-inch SECURQCK Gypsum-�iber pg500 SBS-CA-1 Nane SBS-CA-1 -165.4 Roof Board R-53. Existing mineral surface cap Min.0.25-inch SECUROCK Gypsum-Fiber pg500 SBS-CA-1 None SB5-CA-1 -172.5 Roof Board Min. 0.5-(nch EnergyGuard RH HD Polyiso R-54. Existing smooth surfaced BUR or granule Insulation, Ener9yGuard HD Poly(so LRF-M,M- SBS-CA or SBS- SBS-CA or surface raof cover Insulatian,EnergyGuard HD Pius Polyfsa QSFA CA-1 None SBS-CA-1 -�5.0 Insulation HYBRIp HOT/COLD-ApPLIED SYSTEMS WITH BASE INSULATIpN LAYER ONLY Existing mineral surtace cap or asphait Min.Q.25-inch DensDeck Prime,Densdeck R-55. guR DuraGuard ar SECUROCK Gypsum-Fiber HA None Twa BP-AA SBS-CA-1 -127.5 Roof Board R-56. Existing mineral surface cap Min.Q.25-inch SECURdCK Gypsum-Fiber HA None Twa SP-AA SBS-CA-1 -172.5 Roof Board Min.4.Z5-irrch DensDeck Prime,DensDeck R-57. Existing asphatt BUR DuraGuard ar SECUROCK Gypsum-Fiber 06500 Nane Two BP-AA SBS-CA-1 -120.d Roof Board �i R_�$ cainst3ng smooth APP or minerai surfece �q�n.0.25-inch DensDectc Prlme OB5Q0 None Two BP-AA SBS-CA-1 -127.5 ! R-54. Exisking smooth APF Min.0.25-inch SECUROCK Gypsum-Fiber OB540 None Two SP-AA SBS-CA-1 -165.p Roof Board R-60. Existing minerel surface cap Min.0.25-inch SECUROCK Gypsum-Fiber pg500 None Two BP-AA SBS-CA-1 -172.5 Roof Board Exterior Research and Design,�EC.dJbja TriniCy�ERD Eva(uation Report 41506.11.04-R12 for FIS680-R12 Certificate of Authorization#9503 Revision 12: p4/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 54 of 61 . � �- �j l' � �.,� J � `��i TRINI��ERD TABLE 7A-2: RECOVERAPPLICATIONS SYSTEM TYPE A-1: BONDED IRISULATION,BONDED ROOF COVER(BASE AND TOP LAYER INSULATION� System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Notes i&li) Type Attach Type Attach Base Ply Cap �PS� CONVENTIONAL SYSTEMS(BASE AND TOP LAYER INSULATION�: Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck (Optional)BP- SBS-AA R-61. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Prime or SECUROCK Gypsum-Fiber HA BP-AA or SBS- -112.5 RN Roof Board � TA ' Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or SBS-TA,APP- (Optional)SBS- SBS-TA, R-62. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA TA TA,APP-TA APP-TA '127.5 RN Exfsting smooth-or granule- Min. 0.5-inch Structodek High surface BUR,grenule- Density Fiberboard Roof Insulation, Min.0.5-inch EnergyGuard EnergyGuard Perlite Recover Board, R-63. surface modified bitumen or pOLYISO INSULATION, HA min.0.75-inch EnergyGuard Perlite HA BP'AA�SBS- (Optional)BP- SBS-AA -150.0 smooth-surface SBS AA AA,SBS-AA modifled bitumen over EnergyGuard Ultra Roof Insulation,min.0.25-inch concrete deck DensDeck,DensDeck Prime, SECUROCK Gypsum Fiber Roof Board Existing granule surface cap Mfn. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or SBS-TA,APP- (Optional)SBS- SBS-TA, R-64, sheet EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA TA TA,APP-TA APP-TA '172.5 Min. 1.5-inch EnergyGuard RA, (Optional)One SBS-AA, R-65. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Min.0.75-inch EnergyGuard Perlite HA BP-AA,SBS- or more BP-AA, SBS-TA _172.5 RN Roof Insulatfon(homogeneous) AA SBS-AA,SBS- ot'APP- TA or APP-TA TA Min. 1.5-inch EnergyGuard RA, Min.0.5-fnch EnergyGuard Perlite BP-AA SBS- �Optional)One R-66. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Recover Board HA AA ' or more BP-AA, SBS-AA -187.5 RN SBS-AA Min. 1.5-inch EnergyGuard RA, (Optional)BP- SBS-AA, Min. 0.25-inch SECUROCK Gypsum- BP-AA or SBS- AA SBS-AA SBS-TA R-67. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Fiber Roof Board HA AA SBS-TA or APP- or APP- -225.0 RN or EnergyGuard Ultra TA TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or (Optional)SBS- R-68. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA SBS-TA TA SBS-TA -232.5 RN or EnergyGuard Ultra Min. 1.5-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- (Optfonal)APP- R-69. Existing asphaltfc roof cover EnergyGuard RH,EnergyGuard HA Fiber Roof Board HA APP-TA TA APP-TA -240.0 RN Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High (Optional)One SBS-AA, R-70. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Density Roof Fiberboard or Min.1.5- HA BP-AA,SBS- or more BP-AA, SBS-TA _240.0 RN inch EnergyGuard Composite or min. AA SBS-AA,SBS- or APP- 0.25-inch DensDeck Prime TA or APP-TA TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 55 of 61 �- J � �� ' ��I�I�INI��ERD TABLE 7A-2: RECOVERAPPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER(BASE AND TOP LAYER INSULATION) System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Notes 1&ii) Type Attach Type Attach Base Ply Cap �Psfl Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck DensDeck BP-AA,SBS- �Optional)One SBS-AA, Existing asphalt BUR or ' or more BP-AA, SBS-TA R-71. EnergyGuard RH,EnergyGuard OB500 Prime or SECUROCK Gypsum-Fiber OB500 AA,SBS-TA or -120.0 minerel surface cap RN Roof Board _ APP-TA SBS-AA,SBS- or APP- TA or APP-TA TA Min. 1.5-inch EnergyGuard RA, (Optional)One SBS-AA, Existing asphalt BUR or Min.0.5-inch EnergyGuard High BP-AA,SBS- or more BP-AA, SBS-TA R-72. EnergyGuard RH,EnergyGuard 0B500 0B500 -120.0 minerel surface cap RN Density Roof Fiberboard AA SBS-AA,SBS- or APP- TA or APP-TA TA Min. 1.5-inch EnergyGuard RA, BP-AA,SBS- (Optional)One SBS-AA, R-73. Exfsting smooth APP EnergyGuard RH,EnergyGuard OB500 Min.0.25-inch DensDeck or 0B500 AA SBS-TA or or more BP-AA, SBS-TA -150.0 RN DensDeck Prime APP_TA SBS-AA,SBS- or APP- TA or APP-TA TA Min.0.5-inch Structodek High Existing smooth-or granule- Min.0.5-inch EnergyGuard Density Fiberboard Roof Insulation, gp-qA,SBS- (Optional)BP- R-74. surface BUR or modified POLYISO INSULATION, 0B500 min.0.25-inch DensDeck,DensDeck OB500 � qq,SBS-AA SBS-AA -150.0 bitumen over concrete deck EnergyGuard Ultra Prime,SECUROCK Gypsum Fiber Roof Board Min. 1.5-inch EnergyGuard RA, BP-AA,SBS- ' Min.0.25-inch DensDeck Prime or or more BP-AA, SBS-TA R-75. Existing smooth APP EnergyGuard RH,EnergyGuard 06500 SECUROCK Gypsum-Fiber Roof Board 0B500 AA,SBS-TA or SBS-AA,SBS- or APP- -165.0 RN APP-TA TA orAPP-TA TA Mfn. 1.5-inch EnergyGuard RA, (Optional)One SBS-AA, R-76. Existing smooth APP EnergyGuard RH,EnergyGuard OB500 Min.0.5-inch EnergyGuard High 0B500 BP-AA,SBS- or more BP-AA, SBS-TA -165.0 RN Density Roof Fiberboard AA SBS-AA,SBS- or APP- TA or APP-TA TA OB500, 0B500, BP-AA,SBS- ��Ptional)One SBS-AA, Min. 1.5-inch EnergyGuard RA or Min.0.25-inch DensDeck Prime or or more BP-AA, SBS-TA R-77. Existing mineral surface cap EnergyGuard RN 6-inch SECUROCK Gypsum-Fiber Roof Board 6-inch AA,SBS-TA or SBS-AA,SBS- or APP- 'Z40.0 o.c. o.c. APP-TA TA or APP-TA TA Min.0.5-inch Structodek High Min.0.5-inch EnergyGuard Density Fiberboard Roof Insulation, Existing smooth-surface BUR LRF-M, LRF-M, BP-AA,SBS- (Optional)BP- R-�$' over concrete deck POLYISO INSULATION, M-OSFA min.0.25-inch DensDeck,DensDeck M-OSFA AA AA,SBS-AA SBS-AA -75.0 EnergyGuard Ultra Prime,SECUROCK Gypsum F(ber Roof Board Existing granule-surface BUR Min.0.5-inch Structodek High or modified bitumen or Min.0.5-inch EnergyGuard Density Fiberboard Roof Insulation, LRF-M (Optional)BP- LRF-M, , BP-AA,SBS- R-79. smooth-surtace SBS POLYISO INSULATION, min.0.25-inch DensDeck,DensDeck SBS-AA -150.0 modified bitumen over EnergyGuard Ultra M-OSFA prime,SECUROCK Gypsum Fiber M-OSFA AA AA,SBS-AA concrete deck Roof Board Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 I Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 56 of 61 �- . (� l.rJ'~ j Z i s;��'-_��f RI�IITY�ERD + � TABLE 7A-2: RECOVERAPPLICATIONS SYSTEM TYPE A-1: BOMDED INSULATIOM,BONDED ROOF COVER(BASE AND TOP LAYER INSULATION� System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Notes 1&11) Type Attach Type Attach Base Piy Cap �PS� Min. 1.5-inch EnergyGuard RA, (Optional)One SBS-AA, GAF 2- Min.0.5-inch EnergyGuard High GAF 2- BP_AA,SBS- or more BP-AA, SBS-TA _180.0 R-80. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard Part, Part, RN CR-20 Density Roof Fiberboard CR-20 AA SBS-AA,SBS- or APP- TA or APP-TA TA Min.2.0-inch EnergyGuard RA, (Optional)BP- SBS-AA, GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- gP-AA or SBS- AA,SBS-AA, SBS-TA R-81. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard Part, Part, -225.0 RN or EnergyGuard Ultra CR-20 Fiber Roof Board CR-20 �' SBS-TA or APP- or APP- TA TA Min.2.0-inch EnergyGuard RA, GAF Z- GAF 2- (Optional)BP- SBS-AA, Min.0.25-inch SECUROCK Gypsum- SBS-TA or AA,SBS-AA, SBS-TA R-82. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard Part, Part, -232.5 RN or EnergyGuard Ultra CR-20 Fiber Roof Board CR-20 '4PP'TA SBS-TA or APP- or APP- TA TA Min. 1.5-inch EnergyGuard RA, GAF 2- GAF 2- BP-AA,SBS- �Optional)One SBS-AA, R-83. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard Part, Min.0.25-inch DensDeck or part, AA,SBS-TA or or more BP-AA, SBS-TA _Z40.0 RN CR-20 DensDeck Prime CR-20 APP-TA SBS-AA,SBS- or APP- TA or APP-TA TA SELF-ADHERING SYSTEMS WITH POLYISOCYANURATE BASE INSULflTION LAYER (Optional)SBS- SBS-TA R-84. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra HA Min.0.25-inch DensDeck DureGuard HA SBS-SA SA or APP- -90.0 TA WeatherWatch (Optional)SBS- SBS-TA II R-85. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultre HA Min.0.25-inch DensDeck DuraGuard HA XT TA,APP-TA or APP- -90.0 TA Min. 1.5-inch EnergyGuard RA, (Optional)SBS- SBS-TA R-86. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Min.0.25-inch DensDeck DuraGuard HA SBS-SA SA or APP- -127.5 I RN TA � Min. 1.5-inch EnergyGuard RA, WeatherWatch (Optional)SBS- SBS-TA � R-87. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Min.0.25-inch DensDeck DuraGuard HA XT TA,APP-TA or APP- -127.5 RN TA Min. 1.5-fnch EnergyGuard RA, Min.0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS- SBS-TA, R-88. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA XT TA,APP-TA APP-TA '127.5 RN Min. 1.5-fnch EnergyGuard RA, Existing granule surface cap Min.0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS- SBS-TA, R-89' sheet RN rgyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA XT TA,APP-TA APP-TA -172.5 Min. 1.5-inch EnergyGuard RA, Min. 0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS- SBS-TA, R-90. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA XT TA,APP-TA APP-TA 'z40.0 RN or EnergyGuard Ultre Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 57 of 61 , . \ I 1 I � � • � � ll ..�,� ' I `��.1 �f RI(�IIIY�ERD TABLE 7A-2: RECOVERAPPLICATIONS SYSTEM TYPE A-l: BONDED INSULATION,BONDED ROOF COVER(BASE AND TOP LAYER INSULATION) System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (Se2 Notes i&ii) Type Attach Type Attach Base Ply Cap �PS� (Optional)SBS- SBS-TA R-91. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra OB500 Min.0.25-inch DensDeck DuraGuard OB500 SBS-SA SA or APP- -90.0 TA WeatherWatch (Optional)SBS- SBS-TA R-92. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra OB500 Min.0.25-inch DensDeck DuraGuard OB500 � TA APP-TA or APP- -90.0 ' TA Existing smooth surfaced Min.0.5-inch EnergyGuard RH HD BUR/APP modified bitumen SBS-SA or SBS-TA Polyiso Insulation,EnergyGuard HD (Optional)SBS- R-93. or grenule surface roof cover Min. 1.5-inch EnergyGuard RH 0B500 polyiso Insulation,EnergyGuard HD 0B500 WeatherWatch TA or APP-TA or APP- -97.5 over structurel concrete Plus Polyiso Insulation XT TA deck Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck,DensDeck (Optional)SBS- SBS-TA R-94. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard OB500 Prime or DensDeck DuraGuard or 0B500 SBS-SA SA or APP- -120.0 RN SECUROCK Gypsum-Fiber Roof Board TA Min. 1.5-inch EnergyGuard RA, SBS-TA Existing asphalt BUR or Min.0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS- R-95. minerel surface cap EnergyGuard RH,EnergyGuard 06500 SECUROCK Gypsum-Fiber Roof Board 0B500 XT TA or APP-TA or APP- -120.0 RN TA ' ' ' SBS-SA or �Optional)SBS- SBS-TA R-96. surface BUR or modified POLYISO INSULATION, 06500 Min.0.�5-inch DensDeck DuraGuard OB500 WeatherWatch or APP- -127.5 bitumen over concrete deck EnergyGuard Ultra � TA or APP-TA TA Existing smooth-or granule- Min.0.5-inch EnergyGuard WeatherWatch (Optional)SBS- SBS-TA R-97. surface BUR or modified POLYISO INSULATION, OB500 Min.0.25-inch DensDeck Prime OB500 XT TA or APP-TA or APP- -127.5 bitumen over concrete deck EnergyGuard Ultre TA Min. 1.5-inch EnergyGuard RA, WeatherWatch (Optional)SBS- SBS-TA R-98. Existing smooth APP EnergyGuard RH,EnergyGuard OB500 Min.0.25-inch DensDeck Prime 06500 XT TA or APP-TA or APP- -150.0 RN TA Min. 1.5-inch EnergyGuard RA, (Optional)SBS- R-99. Existing smooth APP EnergyGuard RH,EnergyGuard 0B500 Min.0.25-inch DensDeck Prime OB500 SBS-SA SA SBS-SA -152.5 RN Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck;surface (Optional)SBS- SBS-TA, R-100. Existing smooth APP EnergyGuard RH,EnergyGuard 0B500 shall be primed with ASTM D41 06500 SBS-SA TA,APP-TA APP-TA -165.0 RN primer M(n. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS- SBS-TA R-101. Existing smooth APP EnergyGuard RH,EnergyGuard OB500 SECUROCK Gypsum-Fiber Roof Board 0B500 XT TA or APP-TA or APP- -165.0 RN TA Existing smooth-or granule- Min.0.5-inch EnergyGuard Min.0.25-inch SECUROCK Gypsum SBS-SA or �Optional)SBS- SBS-TA R-102. surface BUR or modified POLYISO INSULATION, OB500 Fiber Roof Board 0B500 WeatherWatch TA or APP-TA or APP- -225.0 bitumen over concrete deck EnergyGuard Ultra XT TA Min. 1.5-inch EnergyGuard RA or OB500, Min.0.25-inch SECUROCK Gypsum- 06500, (Optional)SBS- SBS-TA, R-103. Existing mineral surface cap EnergyGuard RN 6-inch Fiber Roof Board (primer optional) 6-inch SBS-SA TA,APP-TA qpp-Tq -240.0 o.c. o.c. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 , Certificate of Authorization#9503 Revision 12: 04/25/2014 , Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 58 of 61 �I , �� r, " ,,�'� � `��.1 TRII�ITY ERD TABLE 7A-2: RECOVERAPPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION,BOMDED ROOF COVER(BASE AND TOP LAYER INSULATION� System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Notes 1&ii) Type Attach Type Attach Base Ply Cap �ps� OB500, 0B500, SBS-TA Min. 1.5-inch EnergyGuard RA or Min.0.25-inch DensDeck Prime or WeatherWatch (Optional)SBS- R-104. Existing minerel surface cap EnergyGuard RN 6-inch SECUROCK Gypsum-Fiber Roof Board 6-inch � TA or APP-TA or APP- -240.0 o.c. o.c. TA Min.0.5-inch EnergyGuard SBS-TA Existing smooth-surface BUR LRF-M, LRF-M, WeatherWatch (Optional)SBS- R-105. over concrete deck POLYISO INSULATION, M-OSFA Min.0.25-inch DensDeck Prime M-OSFA XT TA or APP-TA or APP- -75.0 EnergyGuard Ultra TA Min.0.5-inch EnergyGuard Min.0.25-inch DensDeck DuraGuard SBS-SA or SBS-TA Existing smooth-surface BUR LRF-M, LRF-M, (Optional)SBS- R-106. POLYISO INSULATION, or SECUROCK Gypsum Fiber Roof WeatherWatch or APP- -75.0 over concrete deck EnergyGuard Ultre M-OSFA Board M-OSFA XT TA or APP-TA TA Min.0.5-inch EnergyGuard RH HD Existing smooth surfaced SBS-SA or SBS-TA R-107. BUR or granule surface roof Min. 1.5-inch EnergyGuard RH LRF-M, Polyiso Insulation,EnergyGuard HD LRF-M, WeatherWatch �Optional)SBS- or APP- -75.0 M-OSFA Polyiso Insulation,EnergyGuard HD M-OSFA TA or APP-TA cover Plus Polyiso Insulation XT TA Existing granule-surface BUR or modified bitumen or Min.0.5-inch EnergyGuard SBS-TA R-108. smooth-surface SBS POLYISO INSULATION, LRF-M, LRF-M, WeatherWatch (Optional)SBS- M-OSFA Min.0.25-inch DensDeck Prime M-OSFA XT TA or APP-TA or APP- -127.5 modified bitumen over EnergyGuard Ultre TA Existing granule-surface BUR - or modified bitumen or Min.0.5-inch EnergyGuard SBS-SA or SBS-TA R-109. smooth-surtace SBS POLYISO INSULATION, LRF-M, Min.0.25-inch DensDeck DureGuard LRF-M, yyeatherWatch �Optional)SBS- or APP- -127.5 modified bitumen over EnergyGuard Ultra M-OSFA M-OSFA � TA or APP-TA TA concrete deck Existing granule-surface BUR or modified bitumen or Min.0.5-inch EnergyGuard SBS-SA or SBS-TA R-110. smooth-surface SBS POLYISO INSULATION, LRF-M, Min.0.25-inch SECUROCK Gypsum LRF-M, WeatherWatch �Optional)SBS- or APP- -225.0 modified bitumen over EnergyGuard Ultra M-OSFA Fiber Roof Board M-OSFA � TA or APP-TA TA concrete deck Min.2.0-inch EnergyGuard RA, GAF 2- Min.0.25-inch SECUROCK Gypsum- GAF 2- �yeatherWatch (Optional)SBS- SBS-TA R-111. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard Part, Part, or APP- -232.5 RN or EnergyGuard Ultre CR-20 Fiber Roof Board CR-20 XT TA or APP-TA TA Min. 1.5-inch EnergyGuard RA, GAF 2- GAF 2- yyeatherWatch (Optional)SBS- SBS-TA R-112. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard Part, Min.0.25-inch DensDeck Prime Part, or APP- -240.0 RN CR-20 CR-20 � TA orAPP-TA TA VENTING SYSTEMS WITH POLYISOCYANURATE BASE INSULATION LAYER: Min. 1.5-inch EnergyGuard RA, Min.0.75-inch EnergyGuard Perlite (�ptional)One R-113. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Roof Insulation(homogeneous) HA B-LL or more BP-AA, SBS-AA -90.0 RN or EnergyGuard Ultra SBS-AA Min. 1.5-inch EnergyGuard RA, Min.0.75-inch EnergyGuard Perlite One or more SBS-TA R-114. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Roof Insulation(homogeneous) HA B-LL BP_� SBS_� or APP- -90.0 RN or EnergyGuard Ultra ' TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 59 of 61 1 i !'`,��,�T"`� O ��'TRII�II�fY ERD TABLE 7A-2: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED ENSULATYON,BOIVDED ROOF COVER(BASE AND TOP LAYER INSULATION� System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Notes i&ii) Type Attach Type Attach Base Ply Cap �PS� Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High (Optional)One R-115. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Density Roof Fiberboard HA B-LL or more BP-AA, SBS-AA -90.0 RN or EnergyGuard Ultre SBS-AA Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High One or more SBS-TA R-116. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA Density Roof Fiberboard HA B-LL BP-AA SBS-AA or APP- -90.0 RN or EnergyGuard Ultra ' TA Min. 1.5-inch EnergyGuard RA, (Optional)One R-117. Exfsting asphaltic roof cover EnergyGuard RH,EnergyGuard HA (Optional)EnergyGuard HA B-LL or more BP-AA, SBS-AA -150.0 RN SBS-AA Min. 1.5-inch EnergyGuard RA, One or more SBS-TA R-118. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA (Optional)EnergyGuard HA B-LL BP-AA,SBS-AA or APP- -150.0 RN TA (Optional)One R-119. Exfsting asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra HA (Optional)EnergyGuard Ultra HA B-LL or more BP-AA, SBS-AA -172.5 SBS-AA One or more SBS-TA R-120. Existing asphaltic roof cover Min. 1.5-inch EnergyGuard Ultra HA (Optional)EnergyGuard Ultre HA B-LL - - ' TA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck or (OPtional)One R-121. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA DensDeck Prime HA B-LL or more BP-AA, SBS-AA -240.0 RN or EnergyGuard Ultra SBS-AA Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck or One or more SBS-TA R-122. Existing asphaltic roof cover EnergyGuard RH,EnergyGuard HA DensDeck Prime HA B-LL gp-AA,SBS-AA or APP- -240.0 RN or EnergyGuard Ultra TA COLD-APPLIED SYSTEMS WITH POLYISOCYANURATE BASE INSULATION LAYER: Min. 1.5-inch EnergyGuard RA, Min.0.25-inch Dens Deck Prime or SBS-CA- R-123. Existing asphalt BUR EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA SBS-CA-1 None 1 -120.0 RN Min. 1.5-inch EnergyGuard RA, Min.0.25-inch Dens Deck Prime or SBS-CA- R-124. Existfng mineral surface cap EnergyGuard RH,EnergyGuard HA SECUROCK Gypsum-Fiber Roof Board HA SBS-CA-1 None 1 -127.5 RN Min. 1.5-inch EnergyGuard RA, Min.0.5-inch EnergyGuard High R-125. Exfsting asphaltic roof cover EnergyGuard RH,EnergyGuard OB500 Density Roof Fiberboard OB500 SBS-CA None SBS-CA -45.0 RN Existing smooth surfaced Min.0.5-inch EnergyGuard RH HD BUR/APP modified bitumen Polyiso Insulation,EnergyGuard HD SBS-CA or SBS-CA R-126. or granule surface roof cover Min. 1.5-inch EnergyGuard RH OB500 polyfso Insulation,EnergyGuard HD 06500 SBS-CA-1 None or SBS- -97.5 over structuralconcrete CA-1 deck Plus Polyiso Insulation Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 60 of 61 I i ' ' � ��t t'�ti� : ��TRINITY,ERD , TABLE 7A-2: RECOVERAPPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER(BASE AND TOP LAYER INSULATION� System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Notes i&ii) Type Attach Type Attach Base Ply Cap �PS� Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime or SBS-CA- R-127. Existing asphalt BUR EnergyGuard RH,EnergyGuard OB500 SECUROCK Gypsum-Fiber Roof Board OB500 SBS-CA-1 None 1 -120.0 RN Existing smooth APP or Min. 1.5-inch EnergyGuard RA, SBS-CA- R-128. mineral surface cap RNergyGuard RH,EnergyGuard OB500 Min.0.25-inch DensDeck Prime OB500 SBS-CA-1 None 1 -127.5 Min. 1.5-fnch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- SBS-CA- R-129. Existing smooth APP EnergyGuard RH,EnergyGuard OB500 Fiber Roof Board OB500 SBS-CA-1 None 1 -165.0 RN Min. 1.5-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- SBS-CA- R-130. Existing mineral surface cap EnergyGuard RH,EnergyGuard OB500 Fiber Roof Board OB500 SBS-CA-1 None 1 -172.5 RN Min.0.5-inch EnergyGuard RH HD Existfng smooth surfaced LRF-M, Polyiso Insulation EnergyGuard HD LRF-M, SBS-CA or SBS-CA R-131. BUR or granule surface roof Min. 1.5-inch EnergyGuard RH M-OSFA Polyfso Insulation,EnergyGuard HD M-OSFA SBS-CA-1 None or SBS- -75.0 cover Plus Polyiso Insulation CA-1 Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime, SBS-CA- R-132. Existing asphalt BUR EnergyGuard RH,EnergyGuard HA DensDeck DuraGuard or SECUROCK HA SBS-CA-1 None 1 -120.0 RN Gypsum-Fiber Roof Board Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime, SBS-CA- R-133. Existing mfnerel surface cap EnergyGuard RH,EnergyGuard HA DensDeck DuraGuard or SECUROCK HA SBS-CA-1 None 1 -127.5 RN Gypsum-Fiber Roof Board Min. 1.5-inch EnergyGuard RA, Min.0.25-inch DensDeck Prime, SBS-CA- R-134. Exfsting asphalt BUR EnergyGuard RH,EnergyGuard 06500 Dens Deck DureGuard or SECUROCK OB500 None Two BP-AA 1 -120.0 RN Gypsum-Fiber Roof Board Min. 1.5-inch EnergyGuard RA, Existing smooth APP or SBS-CA- R-135. minerel surface cap RNergyGuard RH,EnergyGuard 06500 Min.0.25-inch DensDeck Prime OB500 None Two BP-AA 1 -127.5 Min. 1.5-inch EnergyGuard RA, Min.0.25-inch SECUROCK Gypsum- SBS-CA- R-136. Existing smooth APP EnergyGuard RH,EnergyGuard OB500 Fiber Roof Board OB500 None Two BP-AA 1 -165.0 RN Min. 1.5-inch EnergyGuard RA, Mfn.0.25-inch SECUROCK Gypsum- SBS-CA- R-137. Existfng mineral surface cap EnergyGuard RH,EnergyGuard 0B500 Fiber Roof Board OB500 None Two BP-AA 1 -172.5 RN Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R12 for FL5680-R12 Certificate of Authorization#9503 Revision 12: 04/25/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 61 of 61