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HomeMy WebLinkAbout15-16562 i � � CITY OF ZEPHYRHILLS 5335-8TH STREET �sis��so-oo20 16-62 BUILDING PERMIT i PERMIT INFORMATION � LOCATION INFORMATION Permit Number: 16562 i Address: 38040 MARKET SQUARE � 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: 02-26-21-0010-03900-0050 Improv. Cost: 2,400.00 OWNER INFORMATION Date Issued: 9/21/2015 � Name: MARKET SQUARE 301 LLC Total Fees: 75.00 Address: 5306 FOXHUNT DR Amount Paid: 75.00 WESLEY CHAPEL FL 33543-4245 Date Paid: 9/21/2015 � Phone: 813-788-4625 Work Desc: REROOF RUBBER � CONTRACTOR S , APPLICATION FEES TKJ ONSTRUCT ON COM ANY INC REROOF COMMERCIAL � 75.00 i �. - � � 1 � I �� l',r� Ins ections'Re uired DRY IN RO F IN P I TAPE JO TS OOF INSP I FINAL r�-�(n I REINSPECTION FEES: (c)With respect to Reinspectionlfees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater;for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there�may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � � I � J'-- CONTRA SIGNATURE � PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARDI FROM WEATHER i � � i _ i 813-780-0020 City of Zephyrhills Permit Application Fax-913-780-002� r Ballding Department Date ltecetved �?�—' phoee-Gontact far Permtttin ' �13 ��� _ ��r�} p, .. ;„� �. ...,,�.•.,,, •�: � }��,.4.����.�.•:,..��,�:....>,..,n-�.,.�..�_�..,. � Z Owner's'Name; =�:��'S"��.'�;��`;, �xJ� �-�. :Qw�ec Pti6ne'Nur»bef '•. ��-��°'� �"�- � ', �:�; T . :...•...,.... . � _ .<�,.. . '� : _�•,� ✓�i'. �,Nr.•.t'�-.' ��t:�i t:" tl `. �'� =•'�.' . . . .. � ` _ �', �i siv,��j : S ('�"!:;.:i�4{'�'�:7`J. ,` . Ovirner'sAd�ire'ss', '��� '�C� ����.�...��'� '„ ` ner.Phane�Nymbe�: ''.'� �:.,,� } �. , „ ,...,. , _ .� .�_ , : �;;��.,;..�,-;�.:�.;:t-, .:v�,..,.�.- ..<y. .. Fee Simple?ItIe6oldar Name r� � �Owner Phone Number , - ! Fee Simple Tltleholder Address . � L�JOB ADDRE$3 � Q �1� "� ' - LOT# � SUBDIVISION �� � PARCEL ID# �`3�. '26 'Zi ^pDi p ° p ,,"�'�p0– O 0 ►7't} I (OBTAINED FROM PROPERTYTAX NOTICE) W�RK PROP'OSED NfW CONSTR ADDlA�T I '� S1GN [� Q DEMOLISH e INSTALL � REPAIR I PROP05ED-USE O SFR Q CQMM i OTHER TYPE OF CONSTRUCTION Q BLOCK A Q FRAME � STEEL. Q DESCRIPTION OF WORK �t����h�. -4�� � 2.�J C��''s BUILOING S}ZE ���� � SQ FOOTAGE�i� HEIGHT � � O��E�'���fi'' � '��--__t� VALUATiON QF TOTAL CONSTRUCTION � OE�.��SR�CAt- $ , AN1P SERVlCE Q PROGRESS ENERGY Q W.R.E.C. QP�t1MB�NG $�'�—�� � + t_��?� � ��U OMECHAPlICAL $ VALUATlQN OF MECNAt�ICAC lNSTALLATI{?N C]GAS Q RC?QFiI+lG Q SPECIAl.TY [� C}THER FINISHED FLOOR ELEVATIQNS � FLOOD ZONE�AREA QYES NO --��---.�— su��a��t ��... �---a. "���M�at�Y � C��1��.��i� SIGNATURE � - REGISTERED Y/ N FEE CURRE� Y/.N Address License# r— � E�ECTRICIAN COMPANY SIGNATURE � REGIS7ERED Y/ N FEE CURRE� Y/N Addresa Ltcense# � � P�UMBER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � �� MECMAI�EICAL COMPANY SIGNATURE REGI$TERED Y/ N FEE CURRE� Y/N Address License# �' � OTHER CBMPANY ` SIGNA7URE REGISTERED Y/ N FEE CURRE� Y/N I Address License# �� � RESlQENTIAL Attach(2}Riot Pians;.(2}sets of 8uElding Plans;{1)se#af Energy�Farms;Ft-O-W.Pecmit for new cons#ruction, Minimum.ten(10)working;days aftec.submittal date. Required�onslte,Constructlan Plans;Stormwater Plans w/5ilt Fence installed, Sanitary Factlides&1 dumpster$ite Work<Permit for subdivlslonsAarge projects CQMMERCIAi. At#ach{3)complete sets of Bcilldirig Plans ptus a(.tfe Safe#y Page;(1}set af Ene[gy Forms.R-O-W Petmi#for new cons#ruc�on. Minimum ten(10)working days'after submittal date. Requiredl onsite,ConstrucUan Plane,Stormwater Plans w/3ilt Fence installed, Sanitary Faoilitles&1 dumpster.Site Work Permtt for all new proJects.All commercia!requirements must meet compllance S16N PERMIT Attach{2)sets of Englneered Plans.. � ""PROPERTY SURVEY required for all NEW canstrucGon. Dlrsctions: ( Fill out application completely. Owner 8�Contractor sign back of applicaUon,notarized tf aver�2500,a Motice of Commencement is required. (A!C upgrades over�760d) '" Agent(for the contractor)or Power of Attamey(for the ow�er)would be someone with nata�ized letter ftam owner autho�izing same OVER THE COUNTER PERMITTING {Front of Appitcatian Only} Reroofs if shingles Sewers Servlce Upgrades A/C Fences(PIodS�urvey/Fookage) DrEveways-Nat over Counter tf on public roadways..needs ROW � I NOTICE OF DEED RESTRICTIONS: The und�rstgned under�tands°that this.p�rmlt.ma .be.subJect to"deed"restrictions" which may be;more.restrictive than Cbunty regulations. �The underslgned assumes res onsfbility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the wner has hired a contractor or cont�actors to undertake work, they may be required:to be;licensed in accordance.with tate.and•local regulations. If the contractor is not Iicensed as requir�d by law, both the owner and contractor may be, ited for a misdemeanor violatfon under state law. If the owner or tntended contractor�are uncertaln as to what licensln .requirements may apply�for the intended work, they are advfsed to contact the Pasco County Bullding 9nspectlon Divislo Ltcensing Section at 727-847- 8009. Furthermore, If the owner has �ired a contractor or contaactors, he is advise to have the contractor(s) sign portions of the "contractor Block° of thls appllcation for which they will be responsible. If you, as.fhe owner sign as the contractor, that may be an indication that he is not.properly Iicensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPAC7 ANb RESOURCE RECOVERY FEE • The undersigned understands that Transportatfon Impact Fees and.Recourse Recove.ry.Fees may�apply to the constn�ction of new buildings, change of use in existing bui l d ings, or_expans ion o f�ex is ting'bu i l d ings, as spec l fle d in Pascv Coum t y Or d inance num ber 8 9-0 7 an d 90-07, as amended. The undersigned also understands, thaE_such fees,=as:may be�d4�e, wlll�be identified at the time of permitting. 14 is further understood that Transportation Impact Fees and Resource Recb�ery'Fees must be paid prior to receiving a "certificate of occupancy" or flnal powec release. :If the project does not Inv�lve a certiftcate ofi occupancy or - �naf-power reieas�, the-.fees-musQ-be paid-prior fo peerriff�issuance. Furthermore,-i�P sco County 1Nater/Sewer Impact—----�� - fees are due, they must be-pald prior to permit issuance�in accordance with appllcable P sco Courify ordinances. CONSTRUGTION LIEN LAW(Ch��ter 713� Florlda Statutes�as�enended): If valuati n of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Const ctlon Lien Law—Homeowne�'s Protection Guide" prepared by the Florida Department of Agriculture and Consumer A irs. If the applicant is someone other than the"owner", I certify that i have.obtained�a copy;of the above..described docu�nent�and.promise in,good faith to , deliver it to the°owner"prior to-comQnencement. CONTRACTOR'SIOWNER'S�►FFIDAVIT: I certify that all the Info�mation in this applic I tion is accurate and that all work will�be done in compliance with all appl(cable laws regulating construction, zoning and and dev�lopment. Applicatlon is hereby made to obtain .a permit to do work.and i�stallation as indlcafed: 'I certify that no w►ork or installation has � commenced prior to Issuance of a permit and that.all work will be pertormed to mee standards of all laws regulating� consfruction, County and City codes, zoning regulatio.ns, and land dev�lopment reguations�in the jurisdtction. I also certify that ! u�derstand that the regulatlons of other gov�rnment agencies may�apply�t the intended work, and that it is my responsibility to identify.what.actions I must take to be.in:.corr�pliance: $uch agencles include but are.not Iimited to: - Depa�tment of Environmental.�Protection=Cypress. �ayheads, Wetland Are�s and Environmentally Sensitive Lands, WaterMlastewater Treatment. - Southwest Florida 1A/ater Management District-Weils, Cypress. Bay.h ads, Wetland Areas, Aitering Watercourses. - Army Corps of Engineees-Seawalls, Docks, Navigable Waterways. - Depa�tment of Health� & Refiabllitative Serv(ces/Environmenfal Health U' it-Welis, WastevKater�Treatment, Septtc Tanks. � _ - l9S Environmental Protection Agency-Asbestos abatement. - Federal Aviatlon Authority-Runways. ' I understand that the following.restrictions apply to the use of flll:• - Use of fill is not allowed in Flood Zone°V"unless expressly permitted. - If the fill materfal is t� be used in �Flood Zone "A", it. Is understood th t a drainage plan addressing a "compensating volumeW will be submitted at time of p�rmittfng which is pre ared by a professional engineer licensed by the State of Florida. ' - If the fill material is to be used in Flood Zone °A" in�connec�fon�with.a permitted building using stem wall construction, I certify that fill:wlll=be used only.to.fill the area within the sfem all. , - If flll material Ss to be used ln any area, 1 certify that .use. of-such "flll ill not� �dyersely affect adjacenQ properties. If use of flll is found to adversely�affect adjasent�properties, the owner may be cited for viofating 4he conditions of the building:permit issued�under the attached pecmit.appl cation, for lots less than.one (1) acre whfch are elevated�by flll, an engtneered dralnage plati fs required. If I am the AGENT FOIt 7HE OWNER, I,�promise in good faith to fnform the owner of th� permitt(ng conditions set forth in this a�davit�prior to commencing construction. I understand that a-separate permit m y be required for electrical work, plumbing, signs, wells, pools,, air conditdoning, .gas, or other install�tfons not spec�fica� inciuded�in the application. .A permit issued shall be construed to be a°Iicense to p�oceed with the work and not-as.au hority to,violate, cancel, alter, or , set aside any provisions ofithe technical codes; nor shall issuance�of a permit.prevent th�BulldOrig Officlal from thereafter requiring a correction nf errors in pla�s, construction or vlolat(ons of any codes. Every p�rmlt Issued shall become invalid unless the work authorized.by such permit.�is-commenced•withln siX months of permit I suance, or if wrork authorized by the permit is suspended or abandoned for a.period of six(6)montfis'.after the time the w�rk Is commenced. An extension may be requested, in wriQing; from the �uilding.Officfal for a period.not to exceed nlne (90) days and wrill demonstrate justifiable cause for-the exfension. If work ceases for ninety(90)consecutive days�.th�Jo is considered aba�doned. WARNING TO OWNER: YOUR FAILURE�TO,REC.ORD A.NOTICE OF-COAAMENC MENT MAY-RESULT IN YOl1R PAYING'TWICE,FOR IMPROVEMENTS TO YOUR PROPERTY. IiF,YA.U�IN�'END�TO�� BTAIN•FIPFANCING;�CONSULT 1MITH YOUR DE A � FORE�• ECOR� C:' U ' O �C �"O ' T� ,. ,s ,, FLORIDA JURAT F .03) '' ? ��� - t OWNE A " CONTR�►CT Sub b nd sw rmed)before me this Subscribed an wom to re me'Uiis y •by Who is/are personally knovm to.me or haslFiave produced Who Islare personallyknovm•to me.or h s/have produced • � as Identlflcatlon. I as identlflcation. ubiic . .� Y" �•. CON Notary Publlc �.�+�ti:lf�; JOEL E.BACON r:? :: Commissfon �9 2�a073 Commis lo Q.: «_ ' � Commi slo �.+-�: ' :�� ' r �'! :�� �o: Expires June 29,2018 ':F q�;;�� Bonded ilw Troy Fd�Insunnoe 800385-7,019• • �_ • . �'%i pF F;°.�PP� Baided Thnr T Fein In � Name ot No , Name Notary typed,print�d pr stamp , . , • „ > . • � , �- .�: ., . �� iiu � � .�.tM.._-- \ � f�, � City of Zephyrliills ; BUILDING PLAN REVIEW COMMENTS � � Contractor/Homeowner: � �(�.S�Y�C G�I�7� , I Date Received: � •� � �— �s � ' /J �, �j - Site: 3 g� I y�i(� .�f�e�� Permit Type: /P,�1��2� �°-� Approved w/no comments: Approved w/the below comments: � Denied.w/the below comments: ❑ � 1 � �� , , 1 ; This comment sheet shall be kept with the permit and/or pl�ans. � � t ��9`"�� � Kalvin Swit r lans Examiner Date Contractor and/or Homeowner (Required when comments are present) II - � i � : � � ���!���r� PageNo. of Pages 1 L , iNC. --, J G�� � 6154 Fort King Rd. I ZEPHYRHILLS, FL 33542 p2- 2Le Z-� do�o (813) 788-7308 C�3�oD �oS� ,, SUBMITTED TO PHONE TE '(`�A�\� A� 1 STREET JOB NAME 0 � s • �V F�� , CITY,ST TE and ZI CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE e h by submit specifications an ima es � . _... ��?�_ _. ._. I . ... ._._. ... ....... .. ._. ... ._.... ......._. ...... ... ............ ._._.... ._.... ... c�-� ...��-�� ._. .. ... ...._. ... . ... ...... .. ... ._... ; � . .. ._........_. ... _.._. ...... __. ... ._. ....... �....._. ... .. ._......_.._. ..... .__....._. ... ._. ._.. . .. ... ... .. . ...... ._ .. ._.. ... .. ._.. . ._. .. ... ._ ._... ._ ... .. .__. ... ... _'_. .. ... .. ... ._ ....�. .. .. ... .. .. � . ._. ... ...... ... . .._. ... .._. .. �. ... ._. .. .. .. .. .. ... ..... ._.. _. . ........ ._. ... .. ._ ... .. ... .. ......_._... .... .� _. ... _. ._.... .. ...._.. ..... ._._._. ...... ._ . ... ... .. ._ . .. ... .._ ... .. . i r he by t f aterial an or—c�omp c ordance with above specification , for the�um of: dollars($ ), Payment to be made as foll . \ i � �� -- -- i- - -- All unpaid balances subject to 1.5%monthly interest fee. l,�"� -��� � All material is guaranteed to be as specified.All work to be completed in a wo�aalike--- �� f-` manner according to standard pra�s.Any alteraiion or deviaUon from above specificati involving extra costs will be executed only upon written orders,and will become � charge over and above the estimate. All agreemenLs contingent upon strikes, ' or delays beyond our control.Owner to carry fire,tomado and other necessary insurance� Note:ThiS pfoposal rt18y be Our workers are fully covered by Workman's CompensaUon Insurance, i withdrawn by us if not accepted within days. �ICCC�tAITCP Df �LOI�LrtT�l—The above prices,specificationl I` \, and conditions are satisfactory and are hereby accepted. You are authorized Signature `' to do the work as specified. Payment will be made as outlined above. � � DateofAcceptance: I Signature � � • �-- _ � I Illlll lllll Illll IIIII IIIII IIIII Illll IIIII 1111111111 IIII I�II , 2015151988 � � ' Rcptc1714339 Rec: 10.00---�' DS: 0.00 IT: 0.00 09/21/2015 J. R. , Dpty Clerk Permit No. Parcel�D Nd✓� 2"� �� �-r"'1� ���l� (,�Qsl� i NOTICE OF COMMENCEMENT `� ���� State of ��,g'�_�.+��� Gount i af THE UNDER51GNED hereby gives notice that improvement will be made to certain real propeKy,and in accordance with Chapter 713,Florida Statutes, the ialiowing infarmation is provided in this lVotice of Commencement: � r 1 Description of Property Parcel Identification No. C��., n�.� �o�.� ��� �.,l,��� ���` Street Address: ��V""'f� Y��Q...�LS:a ti '"��i C-3�� �� 2. General Description of Imprqvement � f"�-� `�� ��ll.)���D ir'� 3_ Owner InfaRnation or Lessee information i#tFie Lessee contracted for the improvement: M,s�P.��' �`�� ?.�l �—�-�— . �J�-'�me `Y Z�`' �u �'� � ��3�`d��`�� � Address City State iInterest in Property� , Name of Fee Simple Titleholder. {!f diffsrent trom C?wner listed above) ,�, ,� Address�" , r,,��� City State ...-- 4 � Confractor _� � �� � Nam�C1 C���X `'�,'��.S..t-�..'r� �...t���..�tl.l�\��..5 � Address City_��� State , Contractors Telephone No. I 5. Surety� ( Name I Address Ciky State � Amaunt of 8ond: $ Telephone Na.. 6. Lender: i Name �' Address City State �ertder`s Teiephane No.: 7. Persons within the State of Florida designated by the ow�er upon Iwhom notices or other documents may be served as pravided by Sec#iorr 713.13{i}{a)(7),Florida Statutes: Name I Address City State Teiephone Number of Qesignated Person. 8. In addition to himself,the owner designates °� to receive a copy af t ie�ienor's Notice as provided in Section 713.'t3{1)(b},F{orida Statutes. Telephone Number of Person or Entity Designated by Owner � 9 Expiration dete of Notice of Commencement(the e�cpiration date may not be before the completion of constnjction and finat payment to t3�e contractor,but will be one year fram the date of recording unless a different date is specified): WAF2NINC�TQ OWNER: Ah1Y PAYMENTS iv1AdE SY THE OWNEft�AFTER THE EXPlftATiON OF THE N4TlCE OF COMMENCEMENT ARE CONSIDERED IMPROPEFt PAYMENTS UNQER CHAPTER 713, PART 1, SECTION 7t3.13, Fk.ORlDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMEMTS TO YOUR PROPERTY, A NdTICE OF COMMENCEMENT MUST BE RECOF2DE0 RNC3 POSTED ON TNE JQS SITE BEFORE THE FlRSTIINSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CdNSULT WiTFi YOt1Ft LENDEf2 OF2 AN ATTt?t2t�tEY BEFORE GdMMENCING WORK 4R REG4RDING YC}tJR NdTICE OF COtv1MENCEMENT Under penalry of perjury,I declare that I have read the foregoing noticelof commencement and that the facts stated therein are true Ca the best of my knawiedge and belief. STATE OF FLORIDA . COUNTY O�PASCQ Signature�of(3wner r essee,or Owne�"s or�essee's Authorized Officer/Di�ectoNPartner/Manager �Lt"itS��d�-- Signatory'Is TitielO�ce ,y .,,'' � ,/�c� The foregoing instrument uias acknowledged befara me fhisdl day of' u � ,20I�by ��'1�t.rf��l�/J /t/ L� as���.�2 i (type of authority,e.g.,officer,trustee,attorney in fact)tor {�ame f party an behatf of whom'nstrum t we executed). Personally Known OR Produced Identification❑ Notary Signa + Type of Identi8cafion Produced Name{Pr�nt) �'7"flL//� �* �E-1-"�-�"'�� �-- ----• I •:""Y°'•�. St11RdE tCDN ElCOiTO PRULR 5 Q`NEIL,Ph D PASG4 CI.ERK & COV�PTRO�LEt �?a'' ''�:': 09/21/2015 12:01 m 1 of 1 . �Y��M�s��a���Etsses� ":,;����,�✓',.y= EXPIRES:June 26,2016 OR BK ���� PG ���� � '�.N,=';�;�' Bondetl 7hru Notary public Underxrriter� wpda#a/bcslnoticecpmmencernent_pcd53d48 ; � , � , , � . i � � EXTERIOR RESEARCH&DESIGN,LLC. Certificate ofAuthorization�t9503 TRINITY�ERD 353 Christian Street Oxford,CT 06478 � PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Mule-Hide Products Co.,Inc. Evaluation Report M15060.06.09-R3 1195 Prince Hall Drive,Suite A FL12772-R3 Beloit,WI 53511-5481 , Date of Issuance:06/24/2009 Revision 3:03/18/2015 SCOPE: I This Evaluation Report is issued under Rule 61G20-3 and the applicabie 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 i use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5`h Edition(2014) Florida Building Code sections noted hirein. DESCRIPTION: Mule-Hide TPO-c Single Ply Roof Systems LABELING: Labeling shall be in accordance with the requireme�nts the Accredited Quality Assurance Agency noted herein. I CoNriNUen ConnPUANCe: This Evaluation Report is valid until such time as the named product(s) changes, the referenced uali Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Q tY Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cyclei ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity � ERD Evaluated" may be displayed in , advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: U on re uest a co of this entire Evaluation Report shall be provided to the user by the manufacturer or its P Q . PY distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4,plus an 18-page Appendix. Prepared by: �.�+�"«#��,,,,,�� �� ,��.�. :;;,.,� �4P•G�4g:�/, • O:sv�. . .�i'. u�.p:��5��."-�'.�: t ir' � ` y — Z����S�i+�=�� ;�? The facsimile seal appearing was authorized by Ro6ert Niem(nen, RobertJ.M.Nieminen,P.E. '��'��•��Q��C�!��,.: p,E.on03/SS/2015.Thisdoesnotserveasanelearonlwllysfgned +���S'.^i������ �G'�t document.Si ned,sealed hardw ies have been transmltted to the Flarida Reglstration No.59166,Fforida OCA ANE1983 i ���j),.,y;Li����`•• H a' Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC,d/b/a Trinity � ERD does not have,nor does it intend to acquire or will`r�(cquire,a financial interest in any company manufacturing or distributing products it eval�ates. ` J 2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or contro an company manufacturing or distributing products it evaluates. �����.��.«°"� ���\,,�'�'' 3. Robert Nieminen,P.E.does not have nor will acquire,a financial int.e�r�s� c m�y�,�Y+„�a�f urin�,or�tJ�lbufing products for which the evaluation reports are being issued. G�� (��� 1 �.�� 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial int�e�tli�t ar'fy oSh r�,`�j1�i�i tn�volved in the approval process of the product. ` �FG 5. This is a building code evaluation. Neither Trinity�ERD nor I obert Ni�rrt�h�en�, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions�thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ��' 0��'�P���pS`�� Ptitic �ti�� C��� S �1���,C���S�,�������y�� p,�'��IP�'�1 plsPti�titiSp� 4� ���I � ����,o����� C�S� , ., ' , i TRINITY�ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Produd Category: Roofing Sub-Category: Single Ply Roof Systems Compliance Statement: Mule-Hide TPO-c Single Ply Roof Systems, as produced by Mule-Hide Products Co., Inc. have demonstreted compliance with the following sections ofl the florida Building Code through testing in accordance with the following Standards. Compliance is subjed to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Pro e Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.13.2 Physical Properties ASTM D6878 2008 1523.6.2 Wind TAS 114 2011 3. REFERENCES: Enti Examination Reference Date ACRC(T5T4671) TAS 114 07-051 08/29/2007 ACRC(TST4671) TAS 114 07-059 10/15/2007 ACRC(TST4671) FM4470 10-009 OS/19/2010 ACRC(TST4671) FM4470 11-035 06/28/2011 • ACRC(TST4671) FM4470 SO-018 OS/25/2010 ACRC(TST4671) FM4470 10-019 08/25/2010 ATI(TST1588) FM4470 01-37050.01 03/13/2000 ATI(T5T1588) PhysicalProperties 01-37490.01 OS/26/2004 � ATI(T5T1588) TAS 114 D7772.01-309-18 07/09/2014 ATI(TST1588) TAS 114 D7772.02-109-18 07/14/2014 CTL(TST 1577) TAS 114 CTLA-lOSR 10/13/2008 cr�(rsr is») rns iia cru�-iosR-i io/ia/zooa CTL(TST 1577) TA5114 CTLA-lO5R-2 10/13/2008 CTL(TST 1577) TAS 114 CTLA-106R 10/16/2008 CTL(T5T 1577) TAS 114 CTLA-106R-1 10/16/2008 CTL(TST 1577) TA5114 CTLA-lO6R-2 10/16/2008 CTL(TST 1577) TAS 114 CTLA-306R3 10/16/2008 rn(TSr isn) ras iia CTLA-106R-4 io/ie/zoos a��nT is��) TAS 117 c7u+siiR 01/13/20�9 ERD(TST 6049) FM4470/FM 4474 02764.09.05-R1 12/10/2007 ERD(TST 6049) Physlwl Properties C32760.01.11 OS/19/2011 ERD(TST 6049) FM 4474 M5830.30.07-R1 OS/23/2009 ERD(TST 6049) FM 4474 M30780.09.09 09/23/2009 FM(TST1867) FM4470 3Z9A1.AM 10/15/1997 FM(TST1867) fM4470 3001522 03/26/1999 FM(TST1867) FM4470 3003393 03/30/1999 ✓ �y�,! FM Approvals(TST1867) FM 4470 3012879 04/04/200 V FM Approvals(T5T1867) FM 4470 3013584 Ofi/27/20� FM(TST1867) FM4470 3014692 �5/2003 FM(TST1867) FM4470/FM 4474 3017662 D� 0' �t�i��� � FM(T5T1867) FM4470/FM 4474 3023032 `'!�`� 0�j �� FM(TST1867) FM4470/FM 4474 3020845 �,�v 7�eiT/5�zoo6 FM Approvals(T5T1867) FM 447D/4474 3023458 �/ a� 07/ �� FM(T5T1867) FM4470/FM 4474 3022174 C�� ` � oe FM Approvals(T5T1867) FM 4470/4474 3026964 ` �NS 07/25/2007 FM Approvals(T5T1867) FM 4470/4474 3029840 �L�` 09/08/2008 FM Approvals(T5T1867)' FM4470 3037400 09/02/2009 , FM Approvals(T5T1867) FM4470/4474 3036762 03/OS/2011 ��'�((,� FM Approvals(T5T1867) FM4470/4474 3041535 Ob/OS/2011 j`r��C�l���� FM Appravals(TST1867) FM4470/4474 3039340 O6/24/2011 � FM Approvals(T5T3867) FM4470/4474 3039762 09/07/2012 O�Yl *BU *�m PRI CMT(TST5878) TA5114/FM 4474 CST-016-02-01 OS/04/2011 r`S'yC SO�C�O��' rl`� UL,LLC(QUA9625) Quality Control � MLA OS/18/ T�rv C�`Y C� ��S UL,LLC(QUA9625) Quality Control Service Confirmation(supplier) ^�j_.��p+,����?Ql���`�0��� yW� �l� y r4��P��,��p11 1ti�, C���,p�ti�4�� CZ�� Exterior Research and Design,LLC. Evaluatlon Report MSSO6D.06.09-R3 CeKiJlcate ojAuthorizotlon 119503 FL12772-R3 Revision 3:03/18/2015 Page 2 of 4 TRINITY�ERD � 4. PRODUCT DESCRIPTION: The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners,stress plates and adhesives,as outlined in the Limitations/Conditions of Usei herein. ➢ Mule-Hide TPO-c membranes are nominal 45-mil(1.1mm)or 60-mil(1.5 mm)thick,polyester-scrim reinforced,thermoplastic olefin(TPO)single-ply roof inembranes. ➢ Mule-Hide TPO-c EXTRA membranes are nominal 72-mil (1.Smm) or 80-mil (2.Omm) thick, polyester-scrim reinforced, thermoplastic olefin(TPO�,singie-ply roof inembranes. ➢ Mule-Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm)or 60-mil (1.5 mm)thick, polyester-scrim reinforced, thermoplastic olefin(TPO)single-ply roof inembrene with a polyester fleece backing. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in HVHZ. . 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be _ in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510. 5.7 For mechanically attached insulation or membranle or strip-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones � � 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117,RAS 137,FM LPDS 1-29 and ANSI/SPRI WDi. 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. 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted , for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck , for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surFace shall be examined for com�patibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its�own merit to the satisfaction of the AH1,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TA5124. 5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111,except the basic wind speed shall be determined from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. Exterior Research and Design,LLC. Evaluatton Report M15060.06.09-R3 CertlJ7cate of Author(zaUon N9503 FL12772-R3 Revision 3:03/18/2015 Page 3 of 4 i �� � TRINITY�ERD 'I 6. INSTALLATION: I 6.1 Mule-Hide TPO-c Single Ply Roof Systems shall be installed in accordance with Mule-Hide Products Co., Inc. published I installation instructions,subject to the Limitations/Conditions of Use noted herein. � 6.2 System attachment requirements for wind load �esistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steei deck flutes. 7. BUILDING PERMIT REQUIREMENTS: As required by the euilding Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: IContact the noted QA agency for information on product locations covered to F.A.C.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: , UL,LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com -TNE 18-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- F�ttarior Research and Design,LLC. Evaluation Report M15060.06.09-R3' CeKtJlcate ojAuthor@aticn J195o3 F�12��2"R3 I , Revision 3:03/18/2015 Page 4 of 4 i TRINITY ERD _... .,_ _ .... � . .. . .:. .:..... :..:�.. � - =5.... ��:. � . . .�..� �w .x . .. �..'.',-,� '::�.. .'..;-..,,, _ :ly': ,.. ... ,�.. .,>. ._....�..., _ ,<... , `=.;.z�'.-�;�' ��-: - -�S t. e....:.� . ..,.-. :_Z;• _ •<-5 ,. ..:., � . _. . , . . . . __. . , . .. . . . ..�..,,r... s„�- '-:....,-.� _ f t ..#:: _ :rt� - - �a"`?:;:.'.. :i r.. �,ai�:` ... .: ���� . ..> .. ...a' ;�� ;';�.. y� �:.'ri:.. 'r�i'4=:�.. :3 >,x,. ,.,#.. �,.i:-:�-`-- - ,�., " . -.r==..:`?.�, �:n .a4r:,,..� 'p �,�` �::±` ..s t r r' >3,'�`::"'' D l{FY'�E5#STAN 'r'? - ...3rr't 1 E fOR'WtN ,dI t: �. u rirs ��y�.... P t Al1ENi" I1�M ?AP ENOI ��„= 7TA H Q �. A �a, :°�. � - - ,,..:..,.. ._ ,.._w.-:--.�...,..... ...� ,.,< < ....:... ..._... ... .......... .......:.�,.., . _., : . .. ... .. .. . ... Table Deck Application Type Description Page lA Wood New,Reroof(Tear-Off),Recover C Mechanically Attached Insulation,Bonded Roof Cover 3 iB Wood New,Reroof(Tear-Offl,Recover D Insulated,Mechanically Attached Roof Cover 3 1C Wood New,Reroof(Tear-Of�,Recover E Non-Insulated,Mechanically Attached Roof Cover 4 1D Wood New Construction � F Non-Insulated,Bonded Roof Cover 4 2A Steel or Conc. New,Reroof(Tear-Offl,Recover B • Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 28 Steel or Conc. New,Reroof(Tear-Of�,Recover C Mechanically Attached Insulation,Bonded Roof Cover 6-� �C Steel or Conc. New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 8-30 2D Steel or Conc. New,Reroof(Tear-Of�,Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips� 11 3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12 4A LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13 4A-1 LWIC over Steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 13 4A-2 LWC over Conc. New,Reroof(Tear-Of� F Non-Insulated,Bonded Roof Cover 14 SA Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14 6A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 15 � 68 Steel Recover D-1 Insulated,MechanicallyAttached RoofCover 16 6C Steel or Concrete Recover E Non-Insulated,Mechanically Attached Roof Cover - --1� - 6D Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 18 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structurel members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the I roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Mule-Hide HDP Fastener with 3"Insulation Plate. Minimum�:-inch steel penetration,engage the top flute of the steel deck ➢ Steel Deck: Mule-Hide HDP Fastener with 3"Insulation Plate. Minimum'/.-inch steel penetretion,engage the top flute of the steel deck. ➢ Concrete Deck: Mule-Hide HDP Fastener with 3"Insulation Plate.Minfmum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulatio�may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,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 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached membrene),whereby the membrane fasteners are i�stalled 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. The strudurel deck shall be of equal or greater type,thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHI. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D=Min(mum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. EMerior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report M15060.06.09-R3 for FL12772-R3 Certificate of Authorization#9503 Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 18 TRINIIY�ERD 6. Unless otherwise hoted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturets published instructions: ➢ OlyBond 500(OB-500): Continuous�e to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot application devices. ➢ 3M CR-20: Continuous 2�ta 3�-inch wide ribbons,12-inch o.c. ➢ Note: When multiple loyers(s)of insulatlon and/or coverboa�d are installed in ribbon-applred odhesive,adhesive ri66ons shall be staggered from layer-to-layer a distance of one-ha/f the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less thon one-half the specified ribbons spacing. 7 Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurete 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;rether 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 Iisted in the table: ➢ OlyBond 500(OB500): MDP -315.5 psf (Min.0.5-inch thick Poly ISO 1,H-Shield or ENRGY 3) ➢ OlyBond 500(OB500): MPD -487.5 psf (Min.0.5-inch thick Poly I50 2 or ACFoam II) D 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick) 8. eonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualifled design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117,FM LPDS 1-29 and ANSI/SPRI WDl. 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. 10. Gor assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. —_ _ _ 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or AN51/SPRI FX-1. 12. For existing substretes in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 13. For System Type D,steel deck applications,the roof inembrane shall be run with its length perpendicular to the steel deck f�utes. 14. For Recover Applications using System Type D,the insulation is optional. Alternatively,min.0.5-inch H-Shield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold may be used as a separator board,preliminarily attached prior to roof cover installation. The existfng roof system shall be suitable for a recover application. 15. For adhered membrane systems,side laps shall be minimum 3-inch wide sealed with min.1.5-inch heat weld. Membrane adhesive application rates are as follows: D Mule-Hide TPO-c with Mule-Hide TPO-c Bonding Adhesive in a contact application at rate of 60 ft2/gal. ➢ Mule-Hide TPO-cwith WBBA 2000 in a contact application at rete of 120 ft�/gal. ➢ Mule-Hide TPO-c Fleece Back with WBBA 2000 in a wet-lay application at a rate of 120 ft'/gal. 16. For membrane systems attached using TPO 10-inch Pressure-Sensitive RU55,the underside of the membrene which comes in contact with the tape shall be primed with HP-250 Primer. The membrane shall be secured by placing the primed portion onto the tape portion of the TPO 10-inch Pressure-Sensitive RU55 and roll with a steel hand roller to ensure contact. 17. For bonded membrene systems,unless otherwise noted,reference to"Mule-Hide TPO-c"membrene below also includes"Mule-Hide TPO-c EXTRA". 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC,d/b/a Trinity�ERD _ Evaluation Report M15060.06.09-R3 for FLiZ772-R3 Certificate of Authorization q9503 Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 18 TRINITY)ERD TABLE lA: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSUlAT10N,BONDED ROOP COVER System Deck Top Insulation Layer Roaf Cover/Adhesive MDP No. (See Note 1) Base Insulation Layer Type Fasteners Attach (PS� (Optional)One or more layers,any Min.1.5-inch Poly I50 1,H- i Mule-Hide TPO-c/WBBA 2000 or W-1 Min.19/32"plywood or wood plank Shield,ACFoam II,Poly ISO 2 or See Note 2 1 per 2 ft Mule-Hide TPO-c Bondin Adhesive '45.0' combination,loose laid ENRGY 3 g TABLE 1B: WOOD DECKS—NEUV CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED ROOF COVER Insulatfon Layer System Roof Deck (See Note 14) Roof Cover MDP No. (psf) Type Attach Membrane Fasteners Spacing Min.19/32-inch plywood or wood plank at W Z max.24"spans attached using 8d ring shank One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 6-inch o.c.within 5.5-inch wide laps spaced 90.5-inch _52.5 nails spaced 6"o.c.in the field and#10 ring any combination attached TPO-c Seam Plates o.c. Outside of lap sealed with 1.5-inch heat-weld shank nails spaced 4"o.c.at the perimeter —� Min.19/32-inch plywood or wood plank at ----- -- W 3 max.24"spans attached using 8d ring shank One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 6-inch o.c.within 5.5-inch wide laps spaced 66.5-inch _67.5 ' nails spaced 6"o.c.in the field and#10 ring any combination attached TPO-c Seam Plates o.c. Outside af lap sealed with 1.5-inch heat-weld shank nails spaced 4"o.c.at the perimeter , 6-inch o.c.within 5-inch wide laps spaced 67-inch o.c. Min.23/32-inch OSB at max.24-inch spans Outside of lap sealed with 1.5-inch heat-weld W 4 attached using 8d ring shank nails spaced 6" One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fasteners and 2.4 and -67.5 o.c.in the field and 8"o.c.at intermediate any combination attached TPO-c Seam Plates 6-inch o.c.in one row centered between the laps, supports Center row covered with 6-inch wide cover strip sealed with 1.5-inch heat weld at all edges Exteriar Research and Design,LLC.d/b/a Trinlry I ERD , Evaluation Report M 15060.06.09-R3 for FL12772-R3 Certificate of Authorizatlon q9503 Revision 3:03/18/2015 Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 3 of 18 TRINITI�}ERD TABLE iC: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Of�or RECOVER SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER Thermal Barrier Roof Cover System Roof Deck MDP No. Type Attach Membrane Fasteners Fastener �p yyidth Lap Spacing Seam Weld (psf) Spacing Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or BarrierTechnology Corp (Optional)Any Mule-Hide EHD 1.5-inch W-5 "Blazeguard A or C"at max.24-inch spans approved Loose-laid Mule-Hide TPO-c Fasteners and 12-inch o.c. 5-inch 48-inch o.c. -30.0 attached using No.8 x 2'/:-inch long thermal barrier 2.4 Seam Plates outside course thread screws spaced 6"o.c. Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or BarrierTechnology Corp (Optional)Any Mule-Hide EHD 1.5-inch W-6 "Blazeguard A or C"at max.24-inch spans approved Loose-laid Mule-Hide TPO-c Fasteners and 6-inch o.c. 5-fnch 72-(nch o.c. -52.5 attached using No.S x 2K-inch long thermal barrier 2.4 Seam Plates outside course thread screws spaced 6"o.c. Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp (Optional)Any Mule-Hide EHD 1.5-inch W-7 "Blazeguard A or C"at max.24-inch spans approved Loose-laid Mule-Hide TPO-c Fasteners and 6-inch o.c. 5-inch 48-inch o.c. outside -�5.0 attached using No.S x 2'r4-inch long thermal barrier 2.4 Seam Plates —course_threadsccews_spaced 6'_o.c. Min.19/32-inch plywood at max.24-inch (Optional)Any Mule-Hide EHD 48-inch o.c.{over 1.5-inch W-8 spans attached using Sd ring shank nails approved Loose-laid Mule-Hide TPO-c Fasteners and 6-inch o.c. 5.5-inch structurel members) outsfde -�5.0 spaced 6-inch o.c. thermal barrier 2.4 Seam Plates TABLE SD:WOOD DECKS—NEW CONSTRUCTION SYSTEM TYPE F:NON-INSUTATED,BONDED ROOF COVER System Roof Deck Roof Cover MDP No. Membrane Application (psf) Min.15/32-inch thick Mule-Hide FR Deck Panel A or C ar Barrier Technology Corp"Blazeguard A or C"at w 9 max.24-inch spans attached using No.8 x 2Y4-inch long course thread screws spaced 6"o.c. Mule-Hide TPO-c WBBA 2000 -45.0 W-10 Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C"at Mule-Hide TPO-c WBBA 2000 -52.5 max.24-fnch spans attached us(ng No.8 x 214-inch long course thread screws spaced 6"o.c. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report M15060.06.09-R3 for FL12772-R3 Certificate of Authorization k9503 � Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 18 TRINITY)ERD TABLE 2A: STEEL or CONCREfE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE B: MECHANICALLY A7TACHED BASE INSUTATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Tap Insulation Layer MDP No. (See Note 1) Type Fastener Attach Type Attach Roof Cover/Adhesive (Psfl Min.22 ga.,type 8, Min.0.5-inch Dens Deck or Dens Min.1.5-inch ACFoam II,Poly I50 2, Mule-Hide TPO-c/WBBA 2000 SC-1 Grade 33 steel or min. See Note 2 1 per 2.0 ft2 ENRGY 3,Poly ISO 1 or H-Shield followed OBSOD or Mule-Hide TPO-c Bonding -37.5• 2,500 psi concrete Deck Prime by Min.0.25-inch Dens Deck Prime Adhesive Min.22 ga.,type 8, Min.2-inch Poly ISO 1.H-Shield,H- , Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/WBBA 2000 * SC-2 Grade 33 steel or min. Shield CG See Note 2 1 per 4.0 ft Roof Board OB500 or Mule-Hide TPO-c Bonding -37.5 2,500 psi conc. Adhesive Min.22 ga.,type B, Mule-Hide TPO-c/W88A 2000 SC-3 Grade 33 steel or min. Min.1.5-inch ACFoam II,Poly I50 See Note 2 1 per 2.0 ftZ Additional layers of base insulation OB500 or Mule-Hide TPO-c Bonding -45.0' I 2,500 psi concrete 1,Poly I50 2,H-Shield CG,ENRGY 3 ,' Adhesive � Min.22 ga.,type B, Min.1.5-inch ACFoam II,Poly ISO = Min.0.25-inch Dens Deck,Dens Deck Mule-Hide TPO-c/WBBA 2000 I SC-4 Grede 33 steel or min. 1,Poly ISO 2,H-Shield CG,ENRGY 3 See Note 2 1 per 2.0 ft prime OB500 or Mule-Hide TPO-c Bonding -45.0' 2,500 psi concrete Adhesive Min.22 ga.,type B, Mule-Hide TPO-c/WBBA 2000 -SG-S—-Grade-33-steel-or-min.—_Min.0.5-inch Dens Deck or Dens See Note 2 1 per 2.0 ft� Min.1.5-inch ACFoam II,Poly ISO 2, OB500 or Mule-Hide TPO-c Bonding -45.0' 2,500 psi concrete Deck P�ime - -ENRGY3,-H-Shield orPoly ISO-1 Adhesive -- ----- - Min.22 ga.,type B, Mule-Hide TPO-c/WBBA 2000 SC-6 Grade 33 steel or min. Min.2.0-inch ACFoam II,Poly ISO See Note 2 1 per 4.0 ft� Additional layers of base insulation OB500 or Mule-Hide TPO-c Bonding -45.0• 2,500 psi concrete 1,Poly ISO 2,H-Shield CG,ENRGY 3 Adhesive Min.22 ga.,type B, Min.2.0-inch ACFoam II,Poly ISO Min.0.25-inch Dens Deck,Dens Deck Mule-Hide TPO-c/WBBA 2000 ; SC-7 Grade 33 steel or min. 1,Poly I50 2,H-Shield CG,ENRGY 3 See Note 2 1 per 4.0 ft' prime OB500 or Mule-Hide TPO-c Bonding -45.0 2,500 psi concrete Adhesive Min.22 ga.,type B, Min.1.5-inch Poly ISO 1,H-Shield, = Min.0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/WBBA 2000 SC-S Grade 33 steel or min. H-Shield CG See Note 2 1 per 3.2 ft Roof Board OB500 or Mule-Hide TPO-c Bonding -45.0• 2,500 psi conc. Adhesive Min.22 ga.,type B, Min.2-inch Poly ISO 1,H-Shield,H- � Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/W BBA 2000 s SC-9 Grade 33 steel or min. Shield CG See Note 2 1 per 2.67 ft Roof Board OB500 or Mule-Hide TPO-c Bo�ding -45.0 2,500 psi conc. Adhesive Min.22 ga.,type B, Min.2-inch Poly I50 1,H-Shleld,H- , Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/WBBA 2000 SC-10 Grade 33 steel or min. Shield CG See Note 2 1 per 1.6 ft Roof Board OB500 or Mule-Hide TPO-c Bonding -60.0 2,500 psi conc. Adhesive Exterior Research and Design,LLC,d/b/a Trinity�ERD Evaluation Report M15060.06.09-R3 for FL32772-R3 Certificate of Authori:atlon q9503 Revision 3:03/1B/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 5 of 18 . � TRINITY�ERD TABLE 2B:STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Offl or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System De�k Top Insulation Layer MDP Base Insulation Layer Roof Cover/Adhesive No. (See Note 1) Type Fasteners Attach (psf) SC-11 Min.22 ga.,type B,Grade 33 steel Min.1.5"thick,one or more layers,any Min 7/16"APA or TECO rated OSB Trufast SIP LD 1 per 3.2 ft2 Mule-Hide TPO-c/WBBA 2000 or 3�5• or min.2,500 psi concrete combination,loose laid Fasteners Mule-Hide TPO-c Bonding Adhesive Min.22 ga.,type B,Grade 33 steel (Optional)One or more layers,any Min.l-inch Poly I50 2,ACFoam II Mule-Hide TPO-c/WBBA 2000 or SC-12 or min.2,500 si concrete combination,loose laid or ENRGY 3 See Note 2 1 per 1.6 ftZ 37.5• P Mule-Hide TPO-c Bonding Adhesive SC-13 Min.22 ga.,type B,Grede 33 steel Min.1.5-inch thick,one or more layers, Min.0.5-inch H-Shield HD See Note 2 1 per 2.67 ft= Mule-Hide TPO-c/Mule-Hide TPO-c 3�5• or min.2,500 psi concrete any combination,loose laid Bonding Adhesive SC-14 Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min 0.25-inch SECUROCK Gypsum- See Note 2 1 per 2.67 ft= Mule-Hide TPO-c/WBBA 2000 or 3�St or min.2,500 psi concrete any combination,loose laid Fiber Roof Board Mule-Hide TPO-c Bonding Adhesive SC-15 Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min 0.50-inch SECUROCK Gypsum- See Note 2 1 per 3.2 ft= Mule-Hide TPO-c/WBBA 2000 or -45.0' or min.2,500 psi concrete any combination,loose laid Fiber Roof Board Mule-Hide TPO-c Bonding Adhesive SC-16 Min.22 ga.,type B,Grede 33 steel Min.1.5-inch thick,one or more layers, Min 0.625-inch SECUROCK See Note 2 1 per 4.0 ft2 Mule-Hide TPO-c/WBBA 2000 or _q5.0• or min.2,500 psi concrete any combination,loose laid Gypsum-Fiber Roof Board Mule-Hide TPO-c Bonding Adhesive SC-17- Min.22 ga.,type B,Grede 33 steel Min.1.5"thick,one or more layers,any _Min_7/16"A?A or_TECO_rated-058-_Trufast SIP LD _1_per_2.67 ft? Mule-Hide TPO-c/WBBA 2000 or -45.0' or min.2,500 psi concrete combination,loose laid Fasteners Mule=Hide TP0=c8onding-Adhesive-- - SC-18 Min.22 ga.,type 0,Grade 33 steel One or more layers,any combination, Min 7/16"APA or TECO rated OSB See Note 2 1 per 3.6 ft� Mule-Hide TPO-c/WBBA 2000 or _q5.0' or min.2,500 psi concrete loose laid Mule-Hide TPO-c Bonding Adhesive SC-19 Min.22 ga.,type B,Grade 33 steel (Optional)One or more layers,any Min.l-inch Poly ISO 1,H-Shield,H- See Note 2 1 per 1.6 ftZ Mule-Hide TPO-c/WBBA 2000 or -45.0• or min.2,500 psi concrete combination,loose laid Shield CG Mule-Hide TPO-c Bonding Adhesive Min.22 a., e B,Grade 33 steel 0 tional One or more la ers,an Min.1.5-inch ACFoam II,Poly ISO SC-20 g TyP � P � Y y 2,H-Shield,Poly ISO 1,H-Shield See Note 2 1 per 2.0 ft� Mule-Hide TPO-c/WBBA 2000 or _q5.0" or min.2,500 psi concrete combination,loose laid CG,ENRGY 3 Mule-Hide TPO-c Bonding Adhesive Min.22 a., e B,Grade 33 steel Min.2.0-inch ACFoam II,Poly I50 SC-21 g �P (Optional)One or more layers,any Z�H-Shield,Poly ISO 1,H-Shield See Note 2 1 per 4.0 ft� Mule-Hide TPO-c/WBBA 200D or _45.0' or min.2,500 psi concrete combination,loose laid CG,ENRGY 3 Mule-Hide TPO-c Bonding Adhesive SC-22 Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min.0.5-inch H-Shield HD See Note 2 1 per 2.0 ft� Mule-Hide TPO-c/Mule-Hide TPO-c _45.0• or min.2,500 psi concrete any combination,loose laid Bonding Adhesive SC-23 Min.22 ga.,type B,Grade 33 steel Min.1.5"thick,one or more layers,any Min 7/16"APA or TECO rated OSB See Note 2 1 per 1.9 ft� Mule-Hide TPO-c/WBBA 2000 -52.5 or min.2,500 psi concrete combination,loose laid SC-24 Min.22 ga.,type B,Grade 33 steel Min.1.5-inch thick,one or more layers, Min 0.5-inch Dens Deck Prime See Note 2 1 per 1.6 ft� Mule-Hide TPO-c/Mule-Hide TPO-c _60.0 or min.2,500 psi concrete any combination,loose laid Bonding Adhesive SC-25 Min.22 ga.,type B,Grede 33 steel Min.1.5"thick,one or more layers,any Min 7/16"APA or TECO reted OSB See Note 2 1 per 1.9 ft� Mule-Hide TPO-c/Mule-Hide TPO-c _75.0 or min.2,500 psi concrete combination,loose laid Bonding Adhesive Exterior Research and Desfgn,LLC.d/b/a Trinity�ERD Evaluation Report M15060.06.09-R3 for FL12772-R3 Certificat@ of Authorization k9503 � � Revision 3:03/18/2015 Prepared by: Robert Nfeminen,PE-59166 Appendix 1,Page 6 of 18 TRINITY I ERD TABLE 2B: STEEL or CONCRETE DECKS-NEW CONSTRUCiION,REROOF(Tear-Of�or RECOVER SYSTEM 7YPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover/Adhesive MDP Base Insulation Layer �PS� No. (See Note 1) Type Fasteners Attach Min 2.0-inch ACFoam II,Poly I50 1, SC-26 Min.22 ga.,type B,Grede 33 steel (Optional)O�e or more layers,any poly ISO 2,H-Shield,H-Shield CG, See Note 2 1 per 1.6 ft= Mule-Hide TPO-c/Mule-Hide TPO-c _75.0 or min.2,500 psi concrete combination,loose laid Bonding Adhesive ENRGY 3 S�2� Min.22 ga.,type B,Grade 33 steel M(n.1.5-inch thfck,one or more layers, Min 0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.6 ft� Mule-Hide TPO-c/Mule-Hide TPO-c 8z 5 or min.2,500 psi concrete any comb(nation,loose laid Fiber Roof Board Bonding Adhesive SC-28 Min.22 ga.,type B,Grede 33 steel Min.1.5-inch thick,one or more layers, Min 7/16-inch APA or TECO rated See Note 2 1 per 1 ft� Mule-Hide TPO-c/Mule-Hide TPO-c 9�5 or min.2,500 psi concrete any combination,loose laid OSB Bonding Adhesive SC-29 Min.20 ga.,type B,Grade 33 steel (Optional)Min.1.5-inch thick,one or Min.0.625-inch SECUROCK See Note 2 1 per 1.33 ft2 Mule-Hide TPO-c/Mule-Hide TPO-c _112.5 or min.2,500 psi concrete more layers,any combination,loose laid Gypsum-Fiber Roof Board Bonding Adhesive SC-30 Min.18 ga.,type B,Grede 33 steel Min.2-inch thick,one or more layers, Min.0.5-inch SECUROCK Gypsum- See Note 2 1 per 1.33 ft' Mule-Hide TPO-c/Mule-Hide TPO-c _112.5 or min.2,500 psi concrete any combination,loose laid Fiber Roof Board Bonding Adhesive Min.22 ga.,type 6,Grede 33 steel (Optional)One or more layers,any Min 2-inch H-Shield CG See Note 2 1 per 1 ftZ Mule-Hide TPO-c/Mule-Hide TPO-c _120.0 SC31 or min.2,500 psi concrete combination,loose laid Bonding Adhesive Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Repart M15060.06.D9-R3 for FL12772-R3 Certificate of Authorization#9503 Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendiz 1,Page 7 of 18 TRINIIY�ERD TABLE 2C: STEEL or CONCRETE DECKS-NEW CONSTRUCf10N,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Insulatio�Layer(See Note 14) Roof Cover MDP Roof Deck No• Type Attach Membrene Fasteners FastenerSpacing Lap Width Lap Spacing Seam Weld (PS� Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-32 Grade 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch 138.5-inch 1.5-inch _30.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. ouuide Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-33 Grade 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch 91-inch o.c. 1.5-inch _30.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate outside Min.22 ga.,type B,Grade Min.1-inch,one or more 33 steel,6 ft span,5/8" layers,any combination SC34 diameter puddle welds 6" (optlonal forrecover) Prelim. Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and 2.4" 90.5-inch 1.5-inch o.c.,side laps secured 2a" followed by 3/S-inch attach or TPO-c EXTRA Plus Seam Plates 12-inch o.c. 5.5-inch o.c. outside -30,0 o.c.w/Y."-14x1"long self- Insulfoam R-Tech EPS or tapping hex-head screw Fan-Fold Min.22 ga.,type B,Grade a3 sceel,5 ft span,5/s" Min.1-inch,one or Mule-Hide TPO-c diameter puddle welds 5" Prelim. (min.nominal 60- Mule-Hide EHD Plus Fasteners and 2.4" 90.5-inch 1.5-inch -SC=35- o.c.,side laps secured 24" -more-layers,-any pttach mil)or�PO=c -Plus Seam-Plates 12-inch o.c. 5.5-inch o.c.__outside -37.5 o.c.w/Y."-14x1"long selr- �ombtnation E�� tapping hex-head screw Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC36 Grede 80 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch 115-inch o.c. 1.5-inch 37.5 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate outside MIn.22 ga.,type B,Grede 33 steel,6 ft span,5/8" Mi�.1-illth,one or diameter puddle welds 6" Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam 138.5-inch 1.5-inch SC-37 o.c.,side laps secured 2a" more layers,any attach or TPO-c EXTRA Plate 6-inch o.c. 5.5-inch o.c. outside -45.0 o.c.w/X"-14x1"longself- �ombl�ation tapping hex-head screw Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Plus Fasteners and 2.4" 1.5-inch SC-38 Grade 80 steel or min. more layers,any Prelim. Mule-Hide TPO-c plus Seam Plates(steel only)or HDP 12-inch o.c. 5.5-inch 115-inch o.c. -45.0 2,500 psi concrete combination attach or TPO-c EXTRA Fastener and 2.4"Seam Plates outside Min.18 ga.,type B, Min.1.5-inch,one or prelim. Mule-Hide TPO-c Mule-Hide EHD Fasteners(steel only)or 1.5-inch SC39 Grede 33 steel or min. more layers,any attach or TPO-c EXTRA HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch 115-inch o.c. outside -45.0 2,500 psi concrete combination Seam Plates Min.22 ga.,type B,Grade 33 steel,6 R span,5/s" Min.1-inch,one or Mule-Hide TPO-c diame2er puddle welds 6" Prelim. (min.nominal 60- Mule-Htde EHD Fastener and 2.4"Seam 114.5-inch 1.5-inch SC-40 o.c.,side laps secured 24" more layers,any attach mil)or TPO-c Plate 6-inch o.c. 5.5-inch o� outside -45.0 o.c.w/Y."-14x1"long self- �ombination E�� tapping hex-head screw Exterior Research and Design,LLC.d/b/a Triniry�ERD Evaluation Report M1506D.06.09-R3 for FL12772-R3 Certiflcate of Authorization it9503 Revision 3:03/18/2015 Prepared by: Robert Nfeminen,PE-59166 Appendix 1,Page 8 of 18 TRINITI��ERD TABLE 2C: STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Of�or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Insulatfon layer(See Note 14) Roof Cover MDP Roof Deck No. Type Attach Membrene Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld (Psfl Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or 114.5-inch 1.5-inch SC-41 Grede 80 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch -45.0 2,500 psi concrete combination attach orTPO-c EXTRA Seam Plate o.c. outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Plus Fasteners and 2.4" 1.5-inch SC-42 Grede 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c plus Seam Plates(steel only)or HDP 12-inch o.c. 5.5-inch 91-inch o.c. -45.0 2,500 psi concrete combination attach or TPO-c EXTRA Fastener and 2.4"Seam Plates outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or 1.5-inch SC-43 Grede 80 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch 91-inch o.c. -45.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate outside Min.22 ga.,type B,Grade 33 steel,6 ft span,5/8" Min.1-inch,one o� diameter puddle welds 6" Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam 66.5-inch 1.5-inch SC-44 o.c.,side laps secured 2a" more layers,any attach or TPO-c EXTRA Plate 6-inch o.c. 5.5-inch o.c. outside -45.0 o.c.w/74"-14x1"long self- �ombination - -tapping-hex-headscrew- Mln.22 ga.,type B,Grade 33 sceel,5 ft span,s/a" Min.1-inch,one or Mule-Hide TPO-c diameter puddle welds 6" Prelim. (min.nominal 60- Mule-Hide EHD Plus Fasteners and 2.4" 114.5-inch 1.5-inch SC-45 more layers,any 6-inch o.c. 5.5-inch o� outside 'S2.5 o.c.,side laps secured za" combination attach mil)or TPO-c Plus Seam Plates o.c.w/Y."-14x1"long self- EXTRq tapping hex-head screw Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only�or 138.5-inch 1.5-inch SC-46 Grede 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch -52.5 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Min.22 ga.,type B, Min.1.5-inch,one or prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or 1.5-inch SC-47 Grade 33 steel or min. more layers,any attach or TP0-c EXTRA HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 91-inch o.c. outside 'S2.5 2,SOD psi concrete combination Seam Plate Min.22 ga.,type B,Grade 33 steel,6 k span,5/8" Min.l-inch,otle of diamecer uddle welds 6" Prelim. Mule-Hfde TPO-c Mule-Hide EHD Fastener and 2.4"Seam 90.5-inch 1.5-inch SC-48 P more layers,any 6-inch o.c. 5.5-inch -52.5 o.c.,side laps secured 24" attath o�TPO-c EXTRA Plate o.t. outside o.c.w/Y."-14x1"iong seit- �ombination tapping hex-head screw Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or 42.5-inch 1.5-inch SC-49 Grede 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch -52.5 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside EMerIOr Research and Design,LLC.d/b/a Trinity�ERD . Evaluatlon Report M15060.06.09-R3 for F112772-R3 Certificate of Authorf[ation A9503 Revision 3:03/18/2D15 Prepared by: Robert Nfeminen,PE-59166 Appendix 1,Page 9 of 18 TRINITY�ERD TABLE 2C: STEEL or CONCRETE DECKS-NEW CONSTRUCTION,REROOP(Tear-Off)or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Insulation Layer(See Note 14) Roof Cover MDP Roof Deck No. Type Attaeh Membrane Fasteners Fastener Spacing Lap Wfdth Lap Spacing Seam Weld (Psfl Min.22 ga.,type B,6rade Min.l-fnch,one or more 33 steel,6 ft span,5/8" layers,any combination diameterpuddle welds 6" (optional for recover) Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam 138.5-inch 1.5-inch SC-50 6-inch o.c. 5.5-inch -60.0 o.c.,side laps secured 24" followed by 3/8-inch attach of TPO-c EXTRA Plate o.c. outside o.c.w/Y."-14x1"long self- Insulfoam R-Tech EPS or tapping hex-head screw Fan-Fold Min.22 ga.,type 8, Min.1.5-inch,one or Mule-Hide EHD Plus Fasteners and 2.4" SC-51 Grede 33 steel or min. more layers,any Prelim. Mule-H(de TPO-c Plus Seam Piates(steel only)or HDP 6-inch o.c. 5.5-inch 138.5-inch 1.5-inch _60.0 ' 2,500 psi concrete combination attach or TPO-c EXTRA Fastener and 2.4"Seam Plates o•c. outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hfde EHD Fastener(steel only)or SC-52 Grede 80 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 138.5-inch 1.5-inch _60.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Min.1.5-inch,one or Min.22 ga.,type B, more layers,any Mule-Hide EHD Fastener(steel only)or SC-53 Grede 33 steel or min. combination followed Loose laid Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 6-inch o.c 5.5-inch 91-inch o.c. 1.5-inch _60.0 - _or_iP_O-c_EXTRQ__ outside 2,500 psi concrete by 3/8-inch Insulfoam - Seam Plate - R-Tech EPS Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-54 Grade 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 12-inch o.c. 5.5-inch 54.5-inch 1.5-inch _60.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-55 Grede 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 90.5-inch 1.5-inch _67.5 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-56 Grade 80 steei or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 9-inch o.c. S.5-inch 54.5-inch 1.5-inch _75.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-57 Grade 33 steel or min. more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 42.5-inch 1.5-inch $Z 5 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Min.22 ga.,type B, Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-58 Grade 80 steel or min. more fayers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and 2.4" 6-inch o.c. 5.5-inch 54.5-inch 1.5-inch _g0.0 2,500 psi concrete combination attach or TPO-c EXTRA Seam Plate o.c. outside Evaluation Re ort M15060.06.09-R3 for FL12772-R3 Exterior Research and Desi n,LLC,d/b/a Trini ERD P B N� Certificate of Authorization q9503 Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 10 of 18 TRINITY�ERD TABLE 2D: STEEL or CONCRETE DECKS-NEW CONSTRUCfION,REROOF(Tear-Off)or RECOVER SYSTEM 7YPE D-2: INSULATED,MECHANICALLY ATTACHED ROOF COVER(RUSS Strips) System Deck Insulation Roof Cover MDP No. Type Attach Membrene Fasteners Attachment (psf) Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulatfon Prelim. spaced 138-inch o.c. The plates are centered over each strip and fastened 6- SC-59 Grade 80 steel or min. layers,any TPO-c or TPO-c only)or HDP Fastener(concrete -30.0 2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates �nch o.c. Roof cover adhered to each strip by first priming with TPO Tape Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TP010-inch Pressure-Sensitive RU55 strips are applied over the insulation Prelim. spaced 114-inch o.c. The plates are centered over each strip and fastened 6- SC-60 Grade 80 steel or min. layers,any TPO-c or TPO-c only)or HDP Fastener(concrete -45.0 2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates inch o.c. Roof cover adhered to each strip by first priming with TPO Tape Pr(mer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 30-inch Pressure-Sensitive RUSS strips are applied over the insulation Prelim. spaced 90-inch o.c. The plates are centered over each strip and fastened 6- SC-61 Grede 80 steel or min. layers,any TPO-c or TPO-c only)or HDP Fastener(concrete -52.5 2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates inch o.c. Roof cover adhered to each strip by first priming with TPO Tape Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation Prelim. spaced 120-inch o.c. The plates are centered over each strip and fastened 6- SC-62 Grede 80 steel or min. layers,any TPO-c or TPO-c on!y)or HDP Fastener(concrete -60.0 2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates inch o.c. Roof cover adhered to each strip by first primi�g with HP-250 - Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type 8, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation Prelim. spaced 60-inch o.c. The plates are centered over each strip and fastened 12- SC-63 Grade 80 steel or min. layers,any TPO-c or TPO-c only)or HDP Fastener(concrete -60.0 2,500 psi concrete combination attached EXTRA only)and 2.4"Seam Plates �nch o.c. Roof cover adhered to each strip by first priming with HP-250 Primer at the strip location,then rolling into place with a hand roller. EMerlor Research and Design,LLC.d/b/a Triniry�ERD Evaluation Report M15060.06.D9-R3 for FL12772-R3 Certificate of Authorixatlon#9503 Revislon 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendiz 1,Page il of 18 TRINIIY I ERD � TABLE 3A: CONCRETE DECKS—NEW CONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER I System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP No. (See Note 1) Type Attach Type Attach Membrane Application (psf) �1 Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,H-Shield CG OB500 Min.0.25-inch SECUROCK Gypsum- OB500 Mule-Hide TPO-c Mule-Hide TPO-c _120.0 concrete Fiber Roof Board Bonding Adhesive �Z Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly I50 1,Paly OB500 (Optional)Additional layers of base OB500 Mule-Hide TPO-c WBBA 2000 -127.5 concrete ISO 2 insulation �3 Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly OB500 Min.Y<-inch Dens Deck or Dens OB500 Mule-Hide TPO-c WBBA 2000 -127.5 concrete I501,Poly I50 2 Deck Prime �4 Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly I501,Poly OB500 (0ptional)Additional layers of base OB500 Mule-Hide TPO-c Mule-Hide TPO-c -150.0 concrete ISO 2 insulation Bonding Adhesive �S Min.2,500 psf (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly OB500 Min.'/,-inch Dens Deck or Dens OB500 Mule-Hide TPO-c Mule-Hide TPO-c -150.0 concrete ISO 1,Poly I50 2 Deck Prime Bonding Adhesive Mule-Hide TPO-c C-6. Min.2,500 psi Min.2-inch Poly I501,H-Shield,H-Shield CG OB500 Min.0.25-inch SECUROCK Gypsum- Qg50D Mule-Hide TPO-c Bonding Adhesive or -247.5 concrete Fiber Roof Board WBBA 2000 �� Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly ISO 1,Poly CR-20 (Optional)Additional layers of base CR-20 Mule-Hide TPO-c WBBA 2000 -127.5 concrete ISO 2 insulation �8 Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly �R 20 Mfn.Y-inch Dens Deck or Dens CR-20 Mule-Hide TPO-c WBBA 2000 -127.5 concrete ISO 1,Poly ISO 2 Deck Prime �9 Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly I50 1,Poly �R_20 (Optional)Additional layers of base CR-20 Mule-Hide TPO-c Mule-Hide TPO-c _232.5 concrete ISO 2 insulation Bonding Adhesive C-10. Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly CR-20 Min.Y.-inch Dens Deck or Dens CR-20 Mule-Hide TPO-c Mule-Hide TPO-c _232.5 concrete ISO 1,Poly ISO 2 Deck Prime Bonding Adhesive EMerior Research and Design,LLC.d/b/a Trinfty�ERD Evaluation Report M15060.06.09-R3 for FL12772-R3 Certiflcate of Authorliation tt9503 � Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 12 of 18 , � TRINlTY�ERD TABLE 4A: LIGH7WEIGHT CUNCRE7E DECKS-NEW CONSTRUCTION or REROOF(Tear-Off) SYSTENI'fYPE A-1A: BONDED INSUtAT14N,BONDEO ROQF COVER Deck System Base Insulation Layer Coverboard MDP �8 {See�110t21} Roaf Cover/Adhesive 5 {p f} Struct LWC 7ype Attach Type Attach l.WGS 5tructural Min.254 psi,Min.2-inch thick, Min.1-inch Poiy ISO 1 or ��5� (Optionai)Additianai layers base �8$�� Mule-Hide TPO-c f Mule-Hide TP4-c ZZS fl concrete flastizell Range ii IWtC H-Shield insulation Bortding Adhesive LwC 2 Structural Min.20D psi,Min,2dnch thick, Min.1-inch Poly 1501 or CR-24 IOptional)Additional layers base ��20 Mule-Hide TPO-c/Mule-Hide TPO-c _180.0 concrete Elastizel!Range II LWIC H-Shield insulatian Bonding Adheslva LWC3 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poty ISO 1 or CR-20 (0ptional)Additional layers base CR-20 Mule-Hide TPO-c/Mule-Hide TPO-c ZZZ$ concrete Celcore MF Cellular Cancrete H-Shieid insufation Bonding Adhesive LWC-4 Strudural Min.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR-20 (0ptional)Additional layers base CR-20 Mule-HideTPO-c/Mule-Hide TPO-e _Z40.0 concrete Mearlcrete H-Shield insulatian Banding Adhesive TABLE 48-1: LIGHTWEIGHT CONCRETE OVER STEEL QECK-NEW CONSTRUCTION OR R6-ROOF(TEAR OFF) SYSTEM TYPE P: NOW-lNSUtATED,BONQED ROOF COVER ____ Deck(See Note 1) Roof Cover 5ystem Struct.Deck LWtC SurEace SupplementalAttathment M6p N4. Type Attach {Psf} ' Treatment Fasteners Dens(ty Min.36 pcf wet cast denssty,mio.204 psi,min. W68A 2400 ar Mule- LWGS ��n.22 ga.,Type B,Grade 33 steel at 2-inch thick Celcore MF CeHutar Concrete{cast None None N/A Mule-Hide Hide 7P0-c Bonding -60.0 max.6 ft spans attached 6-inch o.c. wfth or withnut min.1"EPS holey board). See TPO-c Adhesive Nate A. N{in.38 pcf wet cast density,min.20Q psi,min. LWC-6 Min.22 ga.,Type B,Grade 33 steel at 1.625-inch thick Celcore MF Cellular Cpncrete �elcore PVA None N/A Mule-Hide Mule-Hide 7P0-c _67.5 max.4 ft spans attached 6-inch o.c. followed by min.1-i�ch EPS holey 6oard with 7PO-c 8ondtng Adhesive min.2.0-inch thick top coat. See Note A. Min.36 pcf wet cast density,min.200 psi,min. WBBA 2000 pr Mule- Min.22 ga.,Type B,Grade 33 stee!at 2-inch thick Celcore MF Cellular Cancrete{cast Mule-Hide HDP Festener , Mute-Hide -67.5 GWG7 max.6 ft spans 6-inch o.c, with or w(thaut min.1"EPS haley boardj. See �°°e with 3"(nsulation Plate 1 per 9 ft TPO-c Hide TPO-c 8anding seexace s Nate A. Adhesive Min.35 pcf wet cast density,min.20p psi,min. W88A 20D0 ar Mule- Min.22 ga.,Type B,Grade 33 stee�at 2-inch thick Ce�core MF Ce1lular Concrete tcast Mule-Hide HDP Fastener z Mule-Nide -f20.0 LWC-8 max.6 ft spans 6-inch"o.c. with or without min.1"EPS holey board). See N��� with 3"Insulation Plate 1 per 1 ft TPO-c Hfde TPO-c Bonding See Note B Note A. Adhesive Note A.J If the LWC to be used an the project(s not Celcae MF,or ij the[WC is existlng in a re-roof(tear-oJjJ condition,compresslve strength and fastener withdrawa!resistance testing shal/be conducted. Compressive strength testing shap he in accordance with ASTM C495(for new pour)orASTM C109((or ex)stingJ ond sholl yield a minimum 200 ps7 result. Field wi[hdra wal res7stance testing in ocrordance with TAS 10S and sholl yield a MCRF of SS lbf with an Trufast FM-90 Base Sheet Fastener. !f questFon exists os ta the adhesran ta the L WC surface,ftetd tesNng in oaordance wtth FM LPDS 1-24 or ASTM E307 ts recommended.Att restrng sholt be performed by an occredited testing ogency occeptatrle fo the Atil. Note B.J linear interpolation between supplemental attochment at 1 per 9 ftZ for-67.5 psf and 1 per I ff°for-220.0 psfls permissf6le.Such Interpoldtlon shal!6e performed by a qua/lffed deslgrt professional to the satFsJactfon of the ANI. Facterior Research and pesfgn,LI.C.d/b/a Triniry�ERp Evaluation Report M15060.06.09-R3 for FL12772-R3 Certlficate of Authorizatlon#9503 Revision 3:03/18/2015 Prepared 6y:Ro�ert Nieminen,PE-59166 Appendix 1,Page 23 af 18 TRINITY�ERD TABLE 48-2: LIGHTWEIGHT CONCRETE OVER STRUCTURAL CONCRETE—NEW CONSTRUCTION SYSTEM TYPE F:NON-INSULATED,BONDED ROOP COVER Deck Roof Cover MDP System No. Roof Deck LWC Membrone Application (psf) LWC-9 Min.2,500 psi concrete Min.250 psi,Min.2"thick,Elastizell Range II LWIC Mule-Hide TPO-c WBBA 2000 -67.5 Mule-HideTPO-c _Z40.0 LWC-10 Min.2,500 psi concrete Min.250 psi,Min.2"thick,Elastizell Range II LWIC(EPS board optional) Mule-Hide TPO-c Bonding Adhesive Mule-Hide TPO-c _qg5.0 LWC-11 Min.2,500 psi concrete Min.300 psi,Min.2"thick,Elastizell Range II LWIC(no EPS board) Mule-Hide TPO-c Bonding Adhesive LWC-12 Min.2,SOD psi concrete Min.300 psi,Min.2"thick,Celcore Cellutar Concrete Mule-Hide TPO-c WBBA 2000 -8Z•5 Mule-HideTPO-c -135.0 LWC-13 Min.2,500 psi concrete Min.300 psi,Min.2"thick,Celcore Cellular Concrete Mule-Hide TPO-c Bonding Adhesive Min.36 pcf wet cast density,min,200 psi,min.2-inch thick Celcore MF Cellular Concrete(cast with Mule-Hide TPO-c WBBA 2000 -217.5 LWC-14 Min.2,500 psi concrete or without min.l"EPS holey board). See Note A. Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF Cellular Concrete(cast with Mule-Hide TPO-c _qg0.0 LWC-15 Min.2,500psiconcrete Mule-HideTPO-c BondingAdhesive or without min.l"EPS holey board). See Note A. Note A.-)—If[he LWCro be used-on the projed-is-not-Celcore-MF.,_or_if_Ihe1WC_is_existing_in a re-roof([ear-ofjJ condi[ion,compressive strength ond fastener withdrawvl resis[ante testing shali be conducted. Compressive strengfh tes[ing shall be in accordance with ASTM C495(for new pour)ar ASTM C109(for existingJ ond shall yield a minimum 200 psi result Field withdro wa!resistonce testing in acrordonce withTAS105 nnd shall yield a MERFOf 55 Ibf with an-Trufas[-FM-90.BaseSheet Fas[ener__ If question exlsts os to the adhesion to the L WC surface,field testing in accordance with FM LPDS 1-29 or ASTM E907 is recommended.All testing sholl be performed by an acc�edited testing agency accep[a61e to the AHI. TABLE SA: GYPSUM DECKS—REROOF(Tear-Offl SYSTEM TYPE A-l:BONDED INSULATiON,BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover MDP S No m Roof Deck TYPe (ps� Attech Type Attach Type Application Existing sound gypsum or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly ISO 1, CR-20 10ptional)Additional layers CR-20 Mule-Hide TPO-c WBBA 2000 -127.5 G-1. gyPsum plank Poly I50 2 of base insulation �2 Existing sound gypsum or (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or CR-20 Min.Y.-inch Dens Deck or CR-20 Mule-Hide TPO-c WBBA 2000 -127.5 gypsum plank Poly ISO 1,Poly ISO 2 Dens Deck Prime Existing sound gypsum or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly ISO 1, (Optional�Additional layers Mule-Hide TPO-c _232.5 G-3. CR-20 CR-20 Mule-Hide TPO-c gonding Adhesive gypsum plank Poly ISO 2 of base insulation Existing sound gypsum or (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Mfn.'/.-inch Dens Deck or Mule-Hide TPO-c _Z32.5 G-4. CR-20 Dens Deck Prime CR-20 Mule-Hide TPO-c Bonding Adhesive gypsum plank Poly ISO 1,Poly I50 2 Evaluation Report M15060.06.09-R3 for FL12772-R3 Exterior Research and Design,LLC.d/b/a Triniry�ERD Revision 3:03/18/2015 �ertlficate of Authorizatfon It9503 Appendix 1,Page 14 of 18 Prepared by: Robert Nieminen,PE-59166 I "� TRINITY�ERD ' TABLE 6A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Substrate Base Insulation Layer Top I�sulation Layer Roof Cover MDP No. (See Note 12) Type Attach Type Attach Type Appliwtion (psf) R-1 Existing asphaltic BUR or Min.1.5-inch ACFoam il,H-Shield,ENRGY 3 or Poly OB500 (Optional)Additional layers of base Mule-Hide WBBA 2000 or Mule-Hide _120.0 OB500 TPO-c TPO-c Bonding Adhesive minerel surface cap sheet ISO 1,Poly ISO 2 insulation Min.'/.-inch Dens Deck,Dens Deck Mule-Hide WBBA 2000 or Mule-Hide R Z Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shield, OB500 Prime or SECUROCK Gypsum-Fiber OB500 -120.0 mineral surface cap sheet ENRGY 3 or Poly I501,Poly ISO 2 Roof Board TPO-c TPO-c Bonding Adhesive R3 Existing asphaltic 8UR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly �R Zp (Optional)Additional layers of base CR-20 Mule-Hide WBgA 2000 -127.5 mineral surface cap sheet ISO 1,Poly ISO 2 insulation TPO-c Min.'/.-inch Dens Deck or Dens Deck Mule-Hide R 4 Existing asphaltic BUR or (Optional)Min.1.5-inch ACFoam II,H-Shield, CR-20 Prime or SECUROCK Gypsum-Fiber CR-20 WBBA 2000 -127.5 minerel surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 Roof Board TPO-c R-5 Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly (Optional)Additional layers of base Mule-Hide Mule-Hide TPO-c Bonding _Z32.5 CR-20 CR-20 TPO-c Adhesive minerel surface cap sheet ISO 1,Poly ISO 2 insulation Min.Y.-inch Dens Deck or Dens Deck Mule-Hide Mule-Hide TPO-c Bonding R-6 Ezistmg asphaitic BUR or-(Optional)Min.-1:5=inch-ACFoam II,-H-Shield, CR-20 Prime or SECOROCK-Gypsum-fiber-CR=20 —232.5__ mineral surface cap sheet ENRGY 3 or Poly IS01,Poly ISO 2 TPO-c Adhesive Roof Board Exterior Research and Design,LLC,d/b/a Trinity�E9D . ' Evaluatlon Report M15060.06.09-R3 for FL12772-R3 Revislon 3:03/18/2015 Certiflcate of Authodzatfon p9503 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 15 of 18 . . • . TRINIIY�ERD TABLE6B: STEEL-RECOVEti SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER (All areos where ihe existing me[al panels do not lay flush on the undeAying purlin shaN hove o 0.15-inch diameter pilot hole pre-drilled into the panel prior to driving the Purlin Fastener into the purlin.J System Insulation Roof Cover MDP Deck No. Type Attach Membrane Fasteners Attachment (Ps�) Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 12-inch o.c.within 5.5-inch wide laps spaced R-7 having min.16 ga.(0.0598-inch)to max.3/16-inch max.138.5-inch o.c.to engage steel purlin. 30.0 thick steel purlins spaced max.138.5-inch o.c. any combination attach or TPO-c EXTRA and 2.4 Seam Plate �aps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 12-inch o.c.within 5.5-inch wide laps spaced R-8 having min.16 ga.(0.0598-inch)to max.3/16-inch max.115-inch o.c.to engage steel purlin. Laps -45.0 thick steel purlins spaced max.115-inch o.c. any combination attach or TPO-c EXTRA and 2.4 Seam Plate sealed with 1.5-inch heat weld. Existing standfng seam or lap seam metal roof covers pne or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 12-inch o.c.within 5.5-inch wide laps spaced R-9 having min.16 ga.(0.0598-inch)to max.3/16-inch max.54.5-inch o.c.to engage steel purlin. Laps -60.0 thick steel purlins spaced max.54.5-Inch o.c. any combination attach or TPO-c EXTRA and 2.4 Seam Plate sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 6-inch o.c.within 5.5-inch wide laps spaced One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener max.138.5-inch o.c.to en a e steel urlin. -60.0 R-10 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate g g P thick steel purlins spaced max.138.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 6-inch o.c.within 5.5-inch wide laps spaced -R=11--havingmin.-l6-ga.-(0:0598=inch)-to max.-3/16-inch- any combination attach or TPO-c EXTRA and 2.4 Seam Plate -max.90.5=inch_o.c._to_engagesteel_pu[lin._Laps_ -67.5 _ _ _ _ _ __ thick steel puriins spaced max.90.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 9"�nch o.c.within 5.5-inch wide laps spaced R-12 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach or TPO-c EX7RA and 2.4 Seam Plate max.114.5-inch o.c.to engage steel purlin. -75.0 thick steel purlins spaced max.114.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 6-inch o.c.within 5.5-inch wide laps spaced R-13 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.42.5-inch o.c.to engage steel purlin. Laps -82.5 thick steel purlins spaced max.42.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener 6-inch o.c.withi�5.5-inch wide laps spaced R-14 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.114.5-inch o.c.to engage steel purlin. -90.0 thick steel purlins spaced max.114.5-inch o.c. Laps sealed with 1.5-inch heat weld. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluatlon Report M15060.06.09-R3 for FL12772-R3 Certifiwte of Authorixation tJ9503 Revision 3:03/18/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 16 of 18 I- i � �' � ERD . . TRINITY� TABLE 6C:RECOVER APPLICATIONS SYSTEM TYPE E-1:NON-INSULA7ED,MECHANICALLY ATTACHED ROOF COVER System Deck Roof Cover MDP(psf) ' No. (See Note i) Membrane Fasteners Fastener Spacing Lap Width Lap 5pacing Seam Weld R-15 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam Plates installed through to 12-inch o.c. 5-inch 139-inch o.c. 1.5-inch outside -30.0 Fleece Back,60-mil engage existing deck (Field W/D>69516ff R-16 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam Plates installed thraugh ta 12-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside 30.0 min.Grade SO Fleece Back engage existing deck(Field W/D>695lbfJ � R-17 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Plus fasteners and 2.4"Plus Seam Plates installed 6-inch o.c. 5-inch 139-inch o.c. 1.5-inch outside 37.5 Fleece Back,60-mil through to engage existing deck (Field W/D>434!bf) R-18 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and 2.4"Seam Plates installed through to 6-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside -37.5 min.Grade 80 Fleece Back engage existing deck(Field W/D>434 IbfJ R-19 Ex(sting steel deck Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and 2.4"Plus Seam Plates installed 12-inch o.c. 5-inch 115-inch o.c. 1.5-inch outside -37.5 Fleece Back,60-mil through to engage existing deck (Field W/D>71916fJ R-20 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and 2.4"Plus Seam Plates installed 12-inch o.c. 5.5-inch 115-i�ch o.c. 1.5-inch outside -37.5 min.Grade SO Fleece Back through to engage existing deck(Field W/D>71916fJ R-21 Existing steel deck, Mule-Hide TPO-c MulrHide EHD Fastener and 2.4"Seam Plates installed through to 6-inch o.c. 5.5-inch 91-inch o.c. 1.5-inch outside � -60.0 min.Grade 80 Fleece Back engage existing deck(Field W/D>45516fJ R ZZ Existing steel ecl�c c Mule-Hide TPO=c -Mule=Hide-EHD Plus Fasteners and Z:4'=PlusSeam-Plates i�stalled gZ-inch o.c. 5-inch -91=inch o:c-1.-5-inch-outside-=60.0 min.Grade 80 Fleece Back,60-mil through to engage existing deck(Fiefd W/D>91016fJ R-23 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and 2.4"Seam Plates installed through to 12-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside -30.0 concrete Fleece Back engage existing deck(Field W/D>69516f) R-24 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and 2.4"Seam Plates installed through to 6-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside -37.5 concrete Fleece Back engage existing deck Plates(Field W/D>4341bf) R-25 Existing structurel Mule-Hide TPO-c Mule-Hide HDP Fastener and 2.4"Seam Plates installed through to 12_inch o.c. 5.5-inch 115-inch o.c. 1.5-inch outside 37.5 concrete Fleece Back engage existing deck(Field W/D>7191bfJ R-26 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and 2.4"Seam Plates installed through to 6-inch o.c. 5.5-inch 91-inch o.c. 1.5-inch outside -60.0 concrete Fleece Back engage existing deck(Field W/D>4551bfJ R Z� Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and 2.4"Seam Plates installed through to 12-inch o.c. 5-inch 91-inch o.c. 1.5-inch outside -60.0 concrete Fleece Back,60-mil engage existing deck (Field W/D>910/bfJ EMerlor Research and Design,LLC.d/b/a Trinity�ERD Evaluatlon Report M15060.06.09-R3 far F112772-R3 Revision 3:03/18/2015 Certificate of Authorization N9503 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 17 of 16 � TRINITY�ERD TABLE6D:RECOVERAPPLICATIONS SYSTEM TYPE F-2:NEW LIGHTWEIGHTCONCRETE OVER EXITISTING ROOF,BONDED ROOF COVER System Substrete(See Notes 1&12) Roof Cover MDP(ps� No. Deck Existfng Roof Lightweight Concrete Type Attach R Z$ Structural Existing asphalt BUR or smooth-or granule-surFace Min.250 psi,Min.2-inch thick,Elastizell Range II Mule-Hide TPO-c WBBA 2000 -67.5 concrete S85 modified bitumen LWIC(EPS board optional) R 29 Structural Existing asphalt BUR or grenule-surface SBS modified Min.250 psi,Min.2-inch thick,Elastizell Range II Mule-Hide TPO-c Mule-Hide TPO-c Bonding _302.5 concrete bitumen LWIC(EPS board optional) Adhesive R30 Structural Existing asphalt BUR or smooth-surface SBS modified Min.250 psi,Min.2-inch thick,Elastizell Range II Mule-Hide TPO-c Mule-Hide TPO-c Bonding -342.0 concrete bitumen LWIC(EPS board optional) Adhesive � Exterior Research and pesign,LIC,d/b/a Trinity�ERD Evaluation Report M35060.06.09-R3 for FL12772-R3 Certiffcate of Authorization N9503 Revision 3:03/18/2015 Prepared by: flohert Nleminen,PE-59166 Appendix 1,Page 18 af 18