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Home My WebLink About17-18691 CITY OF ZEPHYRHILLS _ 5335-8TN STREET '� ` _ . - (��s)�$a-oo2o 18691 BUILDIN� PERMIT PERMIT INFORMATIQN � LOCATION INFORMATION Permit Number: 98691 Address: 5229 4TH ST • Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book. Propased Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Vatue: Parcel Number: 11-26-21-0010-13000-0050 improv. Cost: 3,240.00 OWNER INFORMATIUN Date lssued. 12/2812097 Name: SHE�.TON, JAMES & SHARLA Total Fees: 82.50 Address: 5229 4TH ST Amount Paid: 82.50 ZEPHYRNILLS, FL. 33542 Date Paid: 12/28/2017 Phone: (813)714-9062 Work Desc: REROQF TPO CONTRACTOR S APPLICATION FEES PAUL D SCHAPER ROOFlNG !NC REROOF RESIDENTlAL 82.50 � � \� �� ins ections � e i " DRYlNR FI TAPE JOINTS ROOF INSP FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the loca!government shatl irnpase a fee of four times the amounfi of the fee impased for the ir�itial inspection ar first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition ta the requirements of this perrr►it, fihere maybe additiona( restrictions appficabie ta this property that may be found in the public records of this county, and there may be additianal permits required from other governmenta( entities such as wafier management, state agencies or federal agencies. "Warning#o owner: Your failure to record a notice of commencement may result in your pay'rng twice far improvements ta your property. If you intend to abtain financing, consult with your lender ar an attorney before recording yaur notice of commencement." Complete Plans,Specificatians Must Accompany Application.All wark shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � C O GNATURE PERMIT (�FFI R ERtMIT EXPIRES IN fi NICINTHS WITHCIUT APPRC3VED INSPECTION CALL FOR INSRECTION - 8 HOUR NOTICE REQUIRED PRQTECT CARD FROM WEATHER o lS`"' � � ' .��\3�..s...1—'�LD�IIIUP' '.�„`.'i � } I . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: �/ /%�� Site: _s�� G� v?:C-' . � Permit Type: %1� , Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ 'This comment sheet shall be kept w'�h the permit and/or plans. 7�� G — - ficer Date Contractor and/or Homeowner � (Required when comments are present) � �� s�, � 2tf -.__. t ' , ' .�"+ ' ' ' ' ' - _ ._ � .:.1ts:i �.ic�_:.,e �;,i_;:._c�-,- ..__-?i =.__ icz.. _-.. .Si:o c.�l',s � i:Lt f3c::.:�'�..'..'..G: . �ji- c1: c=LF: s �Y:Z�3 n.�t .;-S:°�£L:T ,"..:�.-i!�, :t:.Y: Li±' ';7 ii Y ri't :LY! :S, SY: <E?�•_ f3T8".•' r�.cAf: s � '?'§�".�C..`�-„-i-r•,, 'tx�l..-. � �i - .. C�_.^�;z. 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F.. ��:�'� �., ....dt't-" :.L'�' , ___ _'_._. � r.. _ - - __' _'_. _ ...."_ _ _" ` __ ' _ ' ' ._: -_ -. - _ _ " _ _ : . f ' . .__ - � .` � �-` 2, .._ ,� _ ' , `. ` ,�y � _ - � r'• .�. . _ - � '., - -. ' � ,-. ,.s .. ..:. ._,�._..._._...... "., ... „_..�-- .-- .._ .,-'_.. ' .. " '_ . ...._. .._ �, '... .._: ....r.. _...,�„ ' ' .....' ...... ' ..-.,r: .-.: .._,.,. __...v ._, ' . . .-.»... . -... � -'' I . � sasaso-oozo City of Zephyrhills Permit Application Fax-813-780-0021 � Buildfng Department ,Date Received Phone Contactfor Permittin Z _ baz� °Ownet!�Name . � a�I� �wner.Fhcne�Numher ? Owner's Address V`7V'7 ��h' r. h� wner Phone Number Fee Simple Titleholder Name � �' Owner Phone Number i' Fee Simple Titleholder Address JOB ADDRESS � �"'�'� LOT# � SUBDIVISION PARCEL ID# �I� �C.�2''�' �O'"I �� — D . 'T08T1fINEQFROMPROPERTYTAX NOTICE) WORK PROPOSED � NEW CONSTRe ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR ,PR4POSE9llEE � SFR ,� COMA9 ;� OTHER � TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK �D �l � rp� BUILDING SIZE SQ FOOTAGE� HEIGHT � �BUICQING � $ �� VALUATION OF TOTAL CONSTRUCTION� � � � QE6€ETRIEA6 � AMP S€RVlE€ Q PR06R�SS€N€R6Y Q W:R.�,E. OPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS ROOFING Q SPECIALTY � OTHER �INTSHED�FL66R�ECEVR�'�ONS -FL66DZONE AAEA QYES IJO BUILDER I �COMPANY 1 � SIGNATURE REGISTERED N FEECURRE� �N Address � 7� V License# � ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# Pi.tlABBElZ CO�PAaVX SIGNATURE REGISTEPZED Y/ N FEE CURREA Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTEREO Y! N FEE CURRE� Y/N :Addcess ; 1lceose#; OTHER COMPANY r— SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address �� License# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 i I 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set af Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Requlred onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Pertnit for subdivislons/large projects COMMERCIAL Attach(2)camplete sets of Buiiding Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new construcUon. Minimum ten(10)working days after submfttal date. Required onsite,Construction Plans,Stortnwater Plans w/Sil[Fence installed, �ailitary.�cilitles:&:1_�umpster:�Site.�lnlarlr�ecri[i€4oralf.aev�cpzojects:'Alttinmmecoiafxeqirirernents rn�s4meetcompl(ance SIGN PERMIT Attach(2)sets of Engineered Plans. "•'PROPERN SURVEY required for all NEW construction. Dlrecflons:�' Fill out application compfetery. Owner 8 Contractor sign back of apptication,notarized If over$2500,a Notice of Commencement Is requlred. (A!C upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter ftom owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs'rfshingles Sewers Service Upgrades AIC Fences(PIoVSurvey/Footage) =Urivearays=Nb4 ove�Counter if on pf�blic toadways:.needs"RDW : - , NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation uttiier-sfate�iaw. =1Y�he-owner�rintertded-contractor-are urtcertainas-to��ivhat��ticertsing-reqtiiPements�rray-apply=for�he intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions oi�fie"co�tractor glock"o�tk��s appiica�ior�fior wiiickv t�ey wil�_be responsibie. i�.you�;as tne owner sign as�fne contractor,that may be an indication thaf�ie is not properly Iicensed and is not entitled To permitting privifeges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of ;_permittin,,g. It..is:#urther-_unde[stood-ihat Transportation:Jmpact:Eees_and:Resou��e:Reco�te_ry=Fees:must:_he._paid;.prior,to receiving a"certifcate of occupancy"or fnal power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permiY issuance in accordance with applicable Pasco County ordinances. °COfVSTRU�9YQf�''L'tEl�`LAW iChap'ter 713;`Fioritia'Sta'tuYes,-as amenaed):'!f valuation-of work9s$2,50D.00 or more,l certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is °heFeby�made�to:obtain�-a°permit •to�do�wor•k=and;ir�stallation=-as andieated. I.e�r�ity�tMat�no�work�or;ir�staAation;taas commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also I c,��ify�h��u�Ei��n��ft?�t��P r�l�Si�lns o��lef g�Ys��1�nt��±i�ie�at�Y�4Rly t4�k1g inis�€�w4rk,��,�1 thai it is �I trry res�onsibil�ty-ta identit,y.4vhat actwans t must�alce to be irt Eor�pfsance. Su,ch agencies inctude but are not lirnited.ta: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment, 'Sep�ic��ar�ks. � - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. ,1 uiidersYand�hat.�th�2,i�'aawingxest�rrctiCsls'appiy•CcstYietis�.affiil: - t�se of fill is not allowed in Flood Zone'V"uriless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building 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 adversely affect adjacent �ro�rerties. -ifUse-offrll is-fourrd-to-adversely�ff�ct-adjacentpra�rertfes,-ttre-owrrermay�tie-citezi-far vfotatirTg the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. , !fi�,am the AGEid7'FOl2 g�i�GVIiNFEi�,F promise in good fa1Eh tb rntorm tfie owner ot fi�e permitting conditions set fort�i in tfiis affidavit prior fo commencing construction. f undersfand that a separate permiY may be required for efectricaf work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A � permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by .�he,_permit is Rl IRpended�r._ahandnned:fnr_a�eriad.of�ix;(�}monYhs_affer3he Yime.ihe:�uork is_eommeneed.:An�xtension I may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WART?[�16�O-OVatNER: YQl)R'FA'iL'l'�AE T4'REGORD A"NOT1GE-0F CQMME�C'EM�NT 1lAAY RESULT JV YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN A'ITORNEY BEFORE RECORDING YOUR NOTICE F COMMENCEMENT. FLORIDA JURAT(F.S.11 OWNER OR AGENT CONTRACTOR b e and sworn o(or affi befor e this bscribed and swom to�(or affi )befor me this � � 1�1 bv � SS�; ��4 �(!9,/17 bv f 1r1Q V155 /l �' � �Wh :isla ersonalrykno me_or�as(haue.pwduced ;Who�s! ersona no e..ochas/bavapcnduced as identification. as identiflcation. �F�YW 1✓1 1.�• !(.uJl/'l�rv Pub�c _7 u�Y'W i/� F^- FCJLt�/15��1 h�otarf Pub@c Co mission No. Co mission No. r • �tot , s Nameo f;f a p, ;p d INSON . � - ��d�. h1Y COMMISSION#F"r236573 :.: MY COMMISSION fi F�236573 '��o:wd,"•`� EXPIRES June 02,2019 ��?0":�, �XP�RES June • �' 02,2019 1-��/��fl(i�i i�•� I�i.i��yf`iti.iJ�i Fk+riU:�Nu:arySc•r�e.e.r.ar FKMIUihYUIOIySL"V1CH.(:011i � I i iiiiii iiiii iiiii iiiii iuii iii��iiiii�iiii i�i�i ii��i iiii iiii . , 20171102 NOTICE OF COMN�NCEMENT State of FLORIDA County of Hemando Property Identificatlon No: i 1-26-21-0010-13000-0050 TI�IJNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Section 713 of the Florida Stafe Statutes,the following information is provided in ihis Notice of Commencement: Description of property(Jegal description):CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 5-8 INCL BLOCK 130 OR 3766 PG 4 Street Address 5229 4TH 5T ZEPHYRHILLS FL 33542-4035 2. General Description of Improvement:TPO Roofing System 3.Owaer Information or I,essee infortnation if the Lessee contracted for the improvement a)Name and address: SHELTON JAMES R&SHARLA M 8404 WILDFLOWER DR BROOKSVILLE FL 34602-5481 b)Name and address of fee sunple titleholder(if other than owner):N/A c)Interest in property:Owner 4.Contractor: Paul Schaper,8949 Gall Blvd.,Zephyrhills,FL 33541—Ph:(813)782-0920,Fax:(813)715-4875 5. Surety: Bauer&Associates, 12210 Righway 301 N.,Dade City,FL 33525-$5,000 bond 6. Lender: Name/Address: N/A 7. Identity of petson within the State of Fiorida designated by owner upon whom norices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statures: : a) Name and address: N/A b) Telephone No.: Fax No. (oPt) . 8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Norice as provided in Section 713.13(1)(b),Florida Statutes: Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)782-0920—Fax:(8l 3)715-4875 9. Expiration date of Notice of Cotnmencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFI'ER THE EXPIRATION OF THE NOTICE OF CObIMENCEMENT ARE CONSIDERED IMPROPER PAYl4�NTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,A1Vll CAN RESULT IN YOUR PAYING TWICE FOR Q4IPROVEIVIENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCIIVG,CONSULT YOUR LENDER OR AN ATTORNEY BERORE COMIYIENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PASCO I �gnsture of Qwner or wner's Authorized Officer/Diiecror/PaAner/Manager s �� . � � /-� PnntName The foreYoing ins�en�t was acknowledged before me tlus�a�day of c'IlX)� ,20�,by I �'1C'.tY�0.S _l iC.Y\ as (5u,�(�t..�' (type of authority,e.g.officer,trustee, attomey in fact)for ` ' (name of party f of whom instcument. was executed). � � Personally Known OR Produceil Id ntifica'tion ��-� , i ture Type of Identificarion Produced �� iP_,kS �(�-. , - � � ' ;Ftie'"•"�;; MARiSBA JEAN JONES Rcpt:1878997 Rec": 10.00 ' � � � =•; ••c MY COMMIS3lON p FFZ38487 DS: 0.00 IT: 0.00 • '� � �.� : 07/13/2017 K, D. K. , Dpty Clerk �- ' " '•• • EXP�ttES,luneo2.2019 . :i -� _ 'iaci;aoa-o•3s r�ewoo.ys.r�e.•car PAULq S 0'NEIL,Ph.D AqSCO CLERK & COMPTROLLER 07/13/201�Q3��m PG °{ 1 OR BK 5 362 �� .��—`'�^�. `�� •�y' r' � �e� S�ATE OF FL�R[DA,CQU�4TY Q� PASCO �� THIS ISTO CERTIFYTNA�THE FQR��apIE�G ISA � �. .�� : �, . o � TRUE AND CORRECT COPY OF'P{��A�G�M€NT 0 �� ON FIL�OR OF PUBLIC R�CORD IN TMVS OFF�CE �°`�}''e T�r � �c WITNESS MY HAND A D OFFICIAL S�R��FHIS � � �'. ,_.A..,,. � �r �' , � pqU�A S.O NEIL�CLER� COMPTR�L� ' d88�; y� � v e � l7EPUTY�l,�Rl� ��-�.o�� BY . � i � � � � � " -_ ; ' ' i , ; _" ( I � I E)tYf�td1�Q�QtESEAttCFl��s DESFG{!f,LLC. � Certrficate ofAuthorrzation#3503 ' � 353 ChrJstian Street -�.' �� i Oxford,GT 06478 - PHONE:{203)262-9245 I, FAX:(203}262-9Z43 =��l0�l=�ER��'�' ; Mule,Hide Pr.aduci�.Cfl.,.lnc. I � �vatuat�on Report M15Ab0.06.09-R3� I ii"Urj D.rin�a'11w11-;T�'r.�lo�C4„tlfiCa�S � I •��'��c�^�s.a�i Beloit,i�Vi 53511-5481 � � L�aIYC'OC 1S5S9�7DCH:u6/'�4fai�D� I Redision 3:03JiSJ2015 SCOPE: � This Edaluation Report is Essued ur►der Rule 61G2a�3 and the app[icable rules and regulations governEng the use of I constructfon materials in the State of Florida.The doc�mentation submittecf has been revfewed by RoberE Nieminen,P.E.for use ofi-th-e�tzrtftrct�urrclertFre�Fbi'iclaBuitc3frtg��C-oiie.'Fheprviiuet-ilescribet{`F►�er�in'fras`-l�ert-evat��f`for--�omp1#art�ee-�ruith the 5�'Edition(2014)�Florida•Bttitdirt�Code�seeEians•r�atecFMe�eF�t: �ESCRiPT,i3O�l: IlfI�9�C=�9��'d�lYt�l�E�ly L�3��,[S��P¢?S I _( IABELIPIG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. I COt1lYINUED COMPLIARiCE: Th1s E�aluation Report is valid until such time as # e named product(s) changes, the referenced , Quality Assurance documentation changes,or provlsions of the Code that rel te to the product change. Acceptance of this �valuation�tepo�t'f�ytt�e�aar�i�iaiern=eor�stit�s-�semeritto=Yioti�y-Robe �i�t�m#r�n,:P�.:ifitf��md�ct�t�r�ges��r_the �eferenced Quality Assurance dacumentation change,s. Trinity�ERD requires� a complete revtew of this Evaluation Report .� t �i� `.n,..�inraa$cra:�. A.P�di7�i'P.. ��C�dli'f_. i L'iz�i�r�%�.'' vN.....�.. �.,.__�_.._�$�� =�f:�'1��{�!e'.��'..1,/��. i ADVERTISEMENY: The Evaluation Report number preceded by the words "Trinity j .�Ra f�aiva�ted" may be displayed +n advertising fiterature. If any portion of the E�a4uation�Re�ort is displayed,the4�tt shall be done In[ts eatirety. INSPECTION: Upon request, a copy of this entire Evafuation Report shall be pr�ovided to the user by the manufacturer or its distributvrs and shall be availabfe for inspection at the Job slte at the request f the euiiding Official. 'Fi�i��al t�at�on=ftepo�onslsts��ges.l-th�ugh�,�.ptus�n 18-page,-Apperad�x. Prepared by: f �d`�pqttn�� .ed��1•'�t��=?��'PP.:_, .�,�. '1�s`�Gi��:��/'� �..°r� ,.+�.�;..ti. `.�;�i .......,..�xr'r'� f ^•,CJ..+�t0.gp.�csg .i,4 : +,^ w a� z�I ! •:%,�'�,;8""�"�,�,T�":^ Thetacsim(tesealappearingwasauthorizedbyRobertNieminen, �0�8P�.�.{�.��YY11P1@i1i�.�. j '',�'�`�:ti�"J i�;:r�`�� P.E.on03/18/2015.ThfsdcesnotsecveasaneteeVonicaltysigned FtoNda Registeatlon No.59166,FlD�1da DCAANE2983 ''w,'��i��;;�{��'� 1 ProductApD'�IAdmInLKraterand the bname dl�ent�dtothe . i � CERTIFICATI�N OF ItUDEPENDENCE: j � 1. Exterior Research&Design,LLC,d/b/a Trinity � ERD does not have,nor does it ir�tend to acquire or wil)it acquire,a flnancial interest in any company mai7uiacturi;�g�i uis��ibu��r�g�r�ua�s��p1�,G:��. I 2. Exterior Research & Design, LCC, �/b/a Trinity � ERD is mot owrted, operate i or contro8ed by any company rnanufac#uring or , distributing products it avaluates. I 3. Robert NiemPnen,P.E,does not have nor wilt acqufre,a flnancfa(irtterest in any company manufacturing or dlstributing products for which the evaluation reports are being issued, ! 4. Robert Niemtnen,P.E.does not have,nor wfll acquire,�a flnancial fnterest In any other entfty involved In the appro�al process of the :produCt. � i 5. This is a buitdfng code evaluation. Nafther Trintty�ERb nar Robert Niemfnen,P.E. are, in any way,the�esigner�f'Record"for any � praject on avhfch thls Evaivation Report;ar�Srevious u�er-slans�hereo�, fsfwas tfs@d�aF peK►�tit�ir►g ow design guldac��e ur�tess�etained. �� specifical{y for that purpose. I ALL WORK SHALL COMPLY UVITH PREVAILING CODES � FLORIDA BUILDING CODE, i REVIEdV DATE �� NATIONAL ELECTRIC CODE,AND � GITY OF ZEPHYRHiLLS ci�c��zEQHr�iuso��nuw�� PiLAN EXAMINER� -- � , � � � � � - � I � , i � .' � = • . i _ '. _ ., , � -<. .- . � - ' ��:�� I�� . i ► ROOFING SYSTEMS EVALUATION: � � g. ScorE: � .Peadu�-CategoeY� Roofing � � Sub-Categor11� "Singfe�ly�oo��s tt�.-have Compltance Statemen4* M fit�e-H�iP�i w n S�"��4�o°the Florida�Bu�d ng C de hro gh t sting in accordance with the cJemansir�tea w��N,.��'� � -- �. ... '►. , i��e esr fn - - foliowing S�andards. Complier�ce is subjecY�o the�lnstallat9on Req�irements!and UmiYaiions j'��'��-'•-��'=�'p��n' I �. STI�S�DARDS: i Vear Pro e Standard Section --�—� , 20d4 Wind i FM 4474 1504.3.1 FM 4470 1992 �,;5Q4.7 (mpact 2008 }507.13.2 �iihY"sic�f�ropertias� �STNt-t3687� 1523.6.2 Wind TAS 114 �rl i, 3i. �EF@R�il10E5: ; � i I E t �uamination ! Reference aa/zs/2naT � FCCRC(T5fA671) TA5114 � �"�i 10/15/2007 ACRC(TST4671) TAS 114 � ��'059 05/19/2010 ACRc(r5T4671) FM4470 � 10-009 O6/28/2011 FM4470 11-035 08/25/2D10 ACRG(TSi'a672) fM447D I 10-018 _ACAC(TST4671) ! 1a0],9 OS/25/2010 ACRC[TST4671) • -�� 01-37050:0 -�Y13f�� I FM4470 p5/26/20D4 ' ATI(13T1588) Physical Propertles i 01-37490A , .AT1lT5T1568) �acaaa D7772.01-.9-18 07/09/2014 ATI(TST1588j •""__. D7772.DZ-SQ9-18 g+;ge1?nae A7�(7'$T1588� TA's 114 , i0/13%200� TAS 11Q ' �'fLA-lOSR� 10113/20D8 CTL(TST 1577) ��4 �7�A-lOSR- 10/13/2008 Ctl.(TST 157� CTLA-lOSR� GTL(7ST 157'n 7AS 114 10/Y6/200B C1'1,(TST 1577) 7AS 114 , CTLA-106R 10/16/20�8 CTL(T5T 15771 TA5114 CTLA-106R 1 i 1 10/16/2D08 CTL(TST 15771 TAS 114 j GTLA-106RJ2 SO/16/Z008 i GTLA-106R 3 -Cr�'(�51'f577) �7As:u4 Rw-�ea Ia .wts6/znos LTL(TST 1577) TAS I14 � ��11� O1/13/2009 GTL(TST 1577) TAS 117 12/10/2007 .�..-r��or FM4470(FM 4474 i 02764.09. 5-R1 cn^v��o�..,.-f.� 41/18/.2L}Z1 i t,7L7ov.va:ii'� � ' ERD(TSf 60491 PhYcic�l Properties i � pl 23(2009 ERD(?Sr6049) FM 4474 � M583D.10 7-RT pgn3(Zp09 F[Nt4474 � M34780.�09 10/15/1997 ERD�TSC6049) FM4470 ; 3Z9A1.A 03/26/1999 FM�TST1867) FM447Q I 3001522 FM(TS�1867) I 3003393 09/30/1999 FM(T5T1867j FM4470 � 3012879 04/D4/2003 FM Approvals(TST3867) FM 4470 � O6/27/2003 �FNF=pppnovai�{TSS18611 F�� 3013584 ..�Ipg�jp03 FM(T57'1867) FM4$70 j "��2 D5/07JZ005 PM(15T18fi7) FM4470/FM 4474; 3017662 p�fZpJZ005 y��.�.��7y FM447D J FM 4474 3��Z Ol/25f 2006 FM(TST1E67) fM4470(FM 441n �"g�� p7/18/2006 FM 4470/4474 3023450 FM APPr�Is{SST18671 � 3022174 09/15/2006 fM{7'ST18fi7� FM4470/FM 4474 302696A 07/25J20D7 FM Approvals(TST1867) FM 4470/8474 � 30�9�Q p9/OS/2008 FM ApD�avals(TST18671 FM 447D/A474 i O9/02/2009 FM Approvals(TSTi8b7) FM4470 303740o p3�pg�Zp11 FlW qpprovals�TST1B6� FM4470/�74 3436762 06/OS/2011 �M��a�s��g�) FM4470/4474 � 3041535 Q6/Z4/2011 FM Approval5(T51'1867) -FM�E�6l�¢74 ; �3`� 'II��07f20f2 FM4470/4474 3039762I FM ApProvals(TST18671 � �.p16�'D2 01 O5/04/2�i1 PRI i�VIT�TST58781 TAS 114/FM 447A M� I as/ia/zoo7 UL,LLC{QUA9625j �+�s�:e='wrot' 4 p ng'tnc['�i5s� qualtty Conc:al � Service Cenfirmation[supplier� �� -��-- � UL,CLC(QUA9625� � ' i I ' � i i I -Evaluation�e�portMi�flb0:EG89-�t3 Exterlor Research and Desi�n,Llt. � FL12772-R3 ��,erp�;�rk�rr�metan�g5la3 � Revlsion3:03/16/2015 I Page 2 of 4 � i 1 � ! . . • � _ � , � . .. .. I • _, � , � � - .•4 ,� i .. . ��'��' -�.�f�.. j � . 4. PRODUCT��SCRtPT{ON: � The follo�tring raof covers are mechanically attachgd or fuliy adhered tio Ap roved substrates using fasteners, stress ptates anci , adhesivas,as outlined tn the Limitations/Conctitio�s of Use herein. _�=��ate�Hide=TPA�memb�anes,are:nomir�al AS-mil;(�,1mm)-or_60-rnii_(2.5 rrf}thicic,.paiyester-scrim relnf�rced,tiiermaplastic olefln(TPO)single-pfy roof inembranes. i � Maaie-H[de TPQ-c EXTRA rrrembranes are naininal 72-mil {1.8tttm) or 8o-mil (Z.orr►m3 thick, polyester-scrim reinforcecl, thermoplastic ol�fin(7POa,'single-ply ra�f rnembranes. I � ;� �ltu#e i�lde'it�C�-z�terece•BacEt�ern�srane is�a r�nrn4�a1-��-rz�i�{l.�.t�m} r 5E1-�i1�1.5-rr�m}#hiclt,p�lyester-scr3m re�n#ar�ed, . thermoplastic oiefin(TPO)single-ply roof inemarane with a polyester flee e bacicing. S. L1Mi5'A9'tOt�1S: f .�r5. -Thisis-a�iuildin_g code evatuation. Neither!Trfnity�ERD nor Robert Ni minen.P.E.are,in any way,the DesFgner af Record for any proJeet an �rl�ich tFiis`Cwalu�tion€Repo�t,�r�revE�us-ve 'ons=4i�fec�f,=3sf�s=useii=#or=�rrrriitti�sg=or=i#esign guidance unfess retafned specifically for that pur�aose, 5.2 T�1s Evatuatton R�part ts nat iar use in HUri�.. 5.3 R�'EeK�o a.curre�Raofing IUiaterials Dire�tory fcrr fire ratings af this��'n.duct. � i 5.4 Fdr steel deck installatlorts,#aam plastic irisulation shaA !�e separa# d fram the bu�lding�nter"sar In accardance with F8C �.` 2603.4 unless the exceptlons stated in FBC�608.4.1 or 2603.6 appty. i SS "t'he r4of system evaivation hecein gertains�#o above-deck roaf comp nen#s, Roaf decks and struttural members shaA be :3r�accvcdanc�with�eC�requirerraen�s;.to�thesatistact�nrr,Qf the-AHi. aad resistance_ofitfie r.oflf de+ck shail be documentad through praper codified and/or FBC Approval documeritation, �;� Fr�rr.F�r.tW8P3liSta�3#�t3LIS,.#he�acistingxoofs�a}t..be.examined tn accor anee wi�h FBC 251U. 5.7 �or mechaniraily attact�ed insulation or r�embrane or srr1p-15n�de� insufa�lon, tl�e maximum design pressure for the seteeted assembly shali meet ar excee�the Zone 1 design pressure� t�r-min�d�n aecorti��e with�SC Chapxer 36. Zones 2 and 3 shali employ an attachment density designed by a qualifi�� des(gn professlonal tq resist the eleuated pressure criter's�. Commattiy used methods are RA�117,RAS 137,FM LPDS 29 and A�lSI/SPRt WD1. Assernblles rnarlced with an asterisk'�carry the[tm9tatfons seE forth In Section 2.2.1.5.1{a}af�M aS 2-Z9 for Zone 2J3 enhancements, `� =�car-�ss�tzs�fiesvv[th�lf-:com�ot�ttstuRly=honded.tn:_plaee,�the:maxl�tturn-des�n-pceuure.for the selected assembly shall meet or e3cceed crtttcai desfign pressure d i rrnined tn accarcfance w�ith�BC Chaptet'3f:. No rattotta!anatysis is perrrii#te�! for these�ystems. 5.9 fiar mechanically,ac�ac�er�Iersu�atta��.ar n�rnbra��.ov�r�xistEng r��f decEcs,fatteners shall be tested tn the ex'sstir►g decit far withdrawai resistance. R qualifi�d iciesign prai��sstonal shal4 review the� data. €or• cotnpar�sa� ta. tk,e mfnfm�r►ti requirements far the system. Testing and'anatysts shalf be�n accord nce wtth TAS 145 or ANSt/SPR!FX-1. 5.20 Far bor�cf�d fnsulation ar mernbcane o�ep existi�g subsCrates in a re-oof{tear offJ ar recover instaliatinn,the existing decfc or exlsti�g roof surface shal! be eacamined far compattbility wfth t e adheslve to be lnstalled. If any surtace canditians �3St:tla�t�b1$►t�.-SyStem:peFfottt�ai?Ce;�CitB�lttStlDnr-fi81t1�Jpl'ift_t . ri_g St3 �C60TdSTiCe Wlth A5{'M E9C�7� FM LPl}3 1-5Z� ANSI/SPRI IA-1 or TAS 124 shall he conducted on mock»ups of the pr posetl new ro6f asserri�ly. � �.33 For b�nded tnsaiat�on or.merr�brane ov�r e�sting substrates tn a ecover lnstallatian,the existing roof system shaEl 6e ` capa�le.of.r.esisting.proj�ct design.pressures an its awn merit to th�satistaction of tne H�i3,as dacumeni�a inic�u,gi��1�iU i �ip1i��es�rsg�r�accord��ace vatt�t i1S�'��9t�7,•F�iV!�OS•1-5�,fl4USfiSF l IA 3 or TAS 124. 5.12 Metal edge attachment(except gutters),shall be designed and insta led for wind(aads in accordance with FBC Chapter 1.6 i and#ested for res3stance in accardance wEth ANStjSPRi ES-1 or RAS 11,eXcepY the basic wind speed shall be determined from PSC Figure 15f39. � �:13 =E�L-pmductsirrth�eoof�assembly�siaallha�e-quafl�}r�ssurance-audit.i .accordance with the FBCand F.A.C.Rule 61�2�-3. ( i I � � � � � Exterior Research and Destgn,LLG � -Evaluation`Repork`i�t1506�:06:89-1�3 �nU��afAmthort=artnnusso3 FL12772-R3 ttevistan�:uaJa.$/Zaas i � Page 3 of A ' ! � �— ------— -- . f . ' • � I .. � 5 , ("s . � ��.�� 6. (NSTA9.tAT�oiU: � ( 6.2 Muie-Hide TPO-c Single P!y Roaf Systems�ha!! be insta{led In acco ance with Mule-Hide Products Co., Inc. pubtished iri�taf{atlon lnstructtans,subject�o the tirttitattons j CflndtCfonsaf Use rtoted hereirr: =6:2 =5ystem�ttacl�ment r:es�uicemenzs far wind laad ressstance are set forth in Appendlx S, "MDP" = Maximvm pesign Pressure ts the resuit of testing for winci'lo�cl resistatrae�asei�-on�ii Wat�te-vu�n'tt=loatts,�tA3:t�f��Es=tk�e=�ltimate_passing pressure divideti by 2 (the 2 to 3 margin�uf saPety per�BG 1504,9 has already been appi3edj. Refer to FBC z609 for deterrninaiion ci"r desi-;�w«a�' ,��w;�s. � s- �-w ;� b.3 for tnecha�ica#i�#astened rnembrane s,ystems �'Type 4�.aver pr.a�it d steei dectc, mert�br��e sf�a(3 be Ensza!!ed r�nning perpendicular tn steei deck flutes. { 9. �Utti?tNG�ERiFRl3.6�'EQUlRFM1EA1T5. ! As requfred by the Butldfng OfFicia!or AuChority Having Jurlsdictior�tn order!a properly evaluate the insteitation of this product. � 8. MANUFACruttllvC,Pw0l7s: j Eenta�t-then��ted•CW.a�,eacy far irrFormattan on product tocations cavered a F.A.C.Ruie 61G20-3 C1R requfrements. 9. Quat+tr�r Assutz��uCE E�ur�rv: j UL,LLC—QUA9625f(414}Z48-6409;karen.buchrriann@ui.com � -THE 18-PAGES THAT FOLtt7UV�C1RM PART OF TWtS !/ALUR710lif RB�t?RT- , i , ! � i � I � I � � � � + � { � � i i I i I a f I � i � I � I � I 1 Exterior Researah and oasign,tl.C. � ��tctatior�IR�port�1t7�5Q64:4]6.49_-tt3 Ce�feoGe of At►tharizatfon k95D3 � FLit772-R3 Revlslan 3:oSj18120t5 � Pag8aOf4 � ` • �t .. � . . .. '�;�' . �I�E��.�L ��:��.� _. Fi�r�rtduc�,:t�;`tratNnneius i3�qu�ReM�s�s�s,��iitwe►Upu�r 1�s�s�Antc� . ��_..:�_...1 't'�bte .. flec[: _, Applica#ion ity�e Description • � . .- _. P�ge 3A .. Wood t1ew,Remof{Tsa�=OfE�,Recover C MtechanicallyAttached hsulat[on.Bonded RaafCov�c ._,3 16 Wood i�ew,kleraof(fiearOft},Recover p lnsulated,M�ctEanically'.ttacbed Roof Cover � ' ._3 1C UUoad New,Reroaf Etear�Off�Recn+rer G Non-lnsulated,Mechadikally Attached ftopf Ggver . ' 4 � 1D ., Waod NeUrConstrucEiari � �Jon-Insulat�d,Bonded, fCaver ,^.4 2A �, Steel pr Conc. N�W,Reroof[i'ear'-�Off),R�cover � Mech.Atbched Base 11�5u18tton,Bonded T�p�Insulat��in,6onded RoaE Cov�yr � �, � 2B ., Steel ar Conc. _ New,Reroof(TeaP-Dff),f��cover � � Mecharticatiy Atfacfied.f6suiatioh,8onded R2of Cove�' �7 �C �, Steel or Canc. New,RerooE(Tea�`-Uff),i��cover a-� insuiated,Meclianicait�,Atttached RaofCa�+er 8-�.q 2b Steet ar Cpne. � Plew,Reroof{Tear-Off�,i�ecnver CI-2 _ Insulated,Mecl}anicaii�AL#ached Roof Covea•{RUSS�#rips) "��, �A tancrete New,ReraaF{Tea�t-Off} .. R-�. �onded Insttlatintt,Botl ed RoofCaver • . ..�2 +�A IWIC New,Reraof f3etrr-OfFy .�. A 1 8onded tnsul�tion,ead�ed Raof Cover �.3 „_ . ._. .. 4A-3. ... LWIC over St�ei .. �tew,RerooF(Tear-t3#f} ., � �an-Insulated,�onder�.ktoaf Caver �,3 ._. , � 4A-2 ,. lWCoverCo c, Off) ��F Non-InsulaYed,�ande � ' q New,Reroof(7ea�r- ,�{oaf Cover ..14 , ._. ._. ... ,.. __�.__.—.__ . . 5A ... 6ypsum .. Reroof(Tear-�ffp_.___._.__...�.�_._.___..A•:1"—`-._-"—Sonded-Insu6ation,-8oqk�ed-RaofGaver_ _.. :-__.—.�__.�--- ---.—._______�_.__..____.. 14 6A . Various R�cover A••1 �onded Insu�ation,Ban�led Raof Cover � Y ,.y5 ,. ,. 6B ..,, Steel ,,,, ROcover ,,,, p•1 ,_ Insutated,Mechanipll�AttathedRoofCpver ,.. „a6 6C , Steel prCon�rete� Recover E _ 1Von-insalated,.Mecha�iicallyAttachedRoof�over ._�,7 6p . Various Remver F••g �tew LtAfC aver�cistin�..�toof,Sonded Rao6 C.wer , - � .^xg, Yhe�ollowi�i�nM�s apply Co b'�e systems 16tatlinetl hevein: 1. The rodF system evaluattan herein p�rtains to above-dec4.roof coYiiponents. Raaf�i�cl4s and��Fuctural members shall be iri�ccordance with FB(;requir�:ments to the satisfac:tion of il�e AHl. Load res'rstance of�he - �ao�cte'�lrshatYb�zlocarr�u�rn;ed-throiigirpraper-�odi#1e�ar�d/q�FBC AppGAval do�ttrAerJtdtian 2. UnlesS btherwise noted,fasEeners aWH stress plates fof insulation�ttachrnent shali l�e as follow's, Fastene�s shall Be c�f suffici�'ht length for the folGawing eWgagements: Y r� 1Klaod Dech: N/Iul�Mik��HDP�astener wfth�"Insul�ion Plate. Nlinirrlurn 3s-inch`steei penetration,en�;age the�op fiute of tfie steel deck A S�eel Deck: iylule-Hi4�e HdP Fastener with 3"Insul�(an Plate. Minimum�-incNsteet penetration,en�;age the�opflute of the steet dedc. A Concrete Deck: Mule-Hic�e HDP Fastener V'uith�"insuf�tian Ptate.Minimum 1-inch embedment, Fasteners insta�f�d with a pilat haie in accor�0nce witb the fastener maaa�aetesrer's pubifshed�instatl��on ��sductfdns. � 3. Unies�othen+uise nofi�d,inacuta#ion i�iay be any one tayer or com�i�naUon af polyisocya.nurate,iiolystyrene,wood fi�ierboarc�f perli�e,Dens pecic,!}ens De�k Prime,SEGt1RO�CtC 6yp5om=Fii�ter ftoof Boar¢oi°S�CURt3CtC Gtass-tUlat Ruaf Baard that��eets tN�Qq requiramer�ts of�.A.C.F}}ite SiC�2Q-3 and is dcafiumen�ed as rrEeeting F�G 1505.1 anrJ;fQr foam glast(c,FBi�2603.�:10�2603.6,when installed JU�ith the roof cover. 4. Minim�m 200 psi,m3nitrturp 2-incH�hick lightvuetgfiit insc�tattng c8r+crete may be substituted�'or t3gid insulation haac:i for�jrstem Fype D(rnech,an'scally attached membr�2ne,�,vuhereby!h$merrtbrane€<�steners�are insblted through the I.WlC to engag�the structural st2e!.�r,concr�te deck. The strycht4al dec�sha11 he of equ�l or greater c'dnfiguration to#he sbeel and cbncrete decic Iistin�;s. The stFWctural decic shall be�of equ�ll or greeteY�t�rpe,thicicne�s and$treng#h ta the steel and conc�'ete de��listings. Rqof decic;and str�ictural members shai�be fn a�'�ordance witb FBC re;guTrem�nts Eo the satisfaction of the I�W.i. (�oad resistana#of the�bof deck t�iati 6e documented througfi�mper codified andlor F8C Appraval documentatian. 5. Prelim�nary insulation attachment fdr 5ystem'fype Ci�Minimum four fasYeners per�x 8 t#6oa"rii ar minimum two f�steners�ier 4 x 4 ft taoard, DQE3CIOtRe5E`d�'rch and Design,LLC.d/6Ja Trinit(i�ERD Evalw�tion Ite��lrt M15060.OB.OQ•R3 fc�r FL127'7.2-R3 Certiflcate a�l4uthorixation ii95U3 Revisloa:3:83j18�2QS5 Prepared bye�tahert Niemfnen,FE-53)3.56 Appendix].,Page 1 uf 36 ; . � f� �\f/ ' ��U�j,V�rt! LL v�� y . 6. Unless F�thenvise nnied,t3isutation ad�ieshre applicatPon raYes are a'S fallaws. Ribbon ar head wid�h is at the time of a�plicatioi�;the ribbonslbeads>fiaii exp�nd as noted in the manufacEEirer's pubiished tnstructinns: � Ol�iBond SAO(OB-500i: Continuous 3�to 1-inch wide ri66ans�12-inch o.c.UsEng F�EeCart ar SgotSh�t a�5pitcatidli devlces, A 3�1 CR-Z0: Continuous 23h to 3,�e,-inch�4�de ribbans,l2-inch o:c. r� il�dte:Wfren multiple/n'yers fs}i�,��nsofation artd/or crrver6aarE!are lttsta!!ed in tJ6Euyp-appl��r!adhesiue,adhestve rJbbo»S Sho/!be staggered froM kryer'=to-)ayer a dlstan4e o,Fone-ha��the ri6bon spocFng.. , i+ lt�bte: Th�maximurh er�ge dlsttiFrre from the udhQsives rfbbon�o the edga of the fns�llatian$'bard shal!be nat 1ess;han oa�-haff rhe spec�fted ridbatrs s�lacing. 7'. [Jnless btherwise noted,aii irisutatid�s are fi�t stacl,ar;rap�r 8oari�af the mir►imu�rt thicicness�oted. Tapered pqlylsqcyanuf'dte at the foliowiit�tfiickness I(mitations may 1qe s,ybskftut��!with the foitqwin�;hllaacirrl�m pesigd�ressure(MbP)tiiriit�tions. tYi no case shait th�se qaiues Ei�used ta'increase't"sie MOf��iskings in the Lab�es;rather t�MDP lisking betow meets or exceeds that IisYetl fo�r a partl�ular system in the tables,fNen the thir�ner boa!-d listed 6etoinr may�3e used as a drop-in fr�F the eq�a'svaien�thicicer rr�ateriat!is#ed in the tabte: ➢ O�yBand 500{085dQ}: E/IDP -315.5 psF (i�lin.OS-Jnch thicic Paly ISO 1,�=Shield or EiVR�Y 3} 9 C�IyBond SO4{pBaBb}: MPD -48�.5 psf (i�in.OS-iach thicic Pol��154 Z ot ACFoam il} i D ��A CR 2q: MDP -11�.5 psf (i�+IIn.1.0-inch thictcj � S. Bondef�polyisocyanurate insuiatian�ioards shall be ma�titnum�x�flt. � I �9.-"-�For'mechanipf iy attathed,�enpon�'htsvr partiallYJ�s2nd�.,�d insul��ktan�the ma�cimuni d'esigo�f�ssure for the select�d asseffibiy shalf ineet or eNceed#h�Zone 1 design pr�sspre detkhnine�J in aciot'dante with�SC i C6dpt�r 1fi,affd Zones 2 asid 3 shaYi empfay an at�a�hmQnt deri�ity designed by 8 qu8lified i��sign professional tc�'resist�e-elevated�pressure eriteri�:-Commonty..used methods�re RAS 117,FM I.Pi�s i-29��td ` i ANStJ�SPRi W01. Assernbfies market�with an as#eristt'�caery the liii'tii�tioqs set focth irt Section�1.2.1.5.1{a}oF FM LPUS 1-29�br Zone Z/3 enhancements. ^ �� "� �-- 20. Por aSsem�Nes with aii c�m ponentS�ul{y honded in pl�ce,the m��tmum design pressure for tii�selecbed assembty shalt me�{or e�cFeed criticai d�sign pr�ssure deYermined in accordar�ce wtth FSC CY�apter 26,adt�na � ra#iorl�i an8lysis is pertriitte:d. 11, F4r ni�chanic$!ty attached cornpqHents over existing de:elcs,fa��kners shali he tested in#he hxisting deck for tvii:hdrawa!resistance. A guatifled de5i�n professional shall review�he data for comparisan to the � minirf��m requ[esme�3t5 far�the sys��m.7esting and anal��Sis sha�t be in accordance'�viih TA51{�5 or AN5iJSPRi FK-2. ,12. For ei�lsring substrates in a bonded fecover or re-roof inst,atlation;t6e existing raof surface or axistlng Poaf deeh s6�a1!he ex�fksined for campa�ilaility end 8bnd performance wi+:h the se��cted adhesive,and the ex��ting -�——iap�f�yitem-(forrecavery s!Hafl bec�pable nf r.esistiog;prs�je�t�e��rt oressures on its own rneri�ta the satisfactivn af the AHl,as documented th�z5ugh#ie��ugiEft testing in accordance with ASTiYt E9D7,FiJ14PDS�.-52, APlSIY�gNI!A 1 ar 7AS 124. 13-, For S}jstem Type D,steeT d��ck apptiCatians,the roof inentbrane��ati be run with�t3 le�agth pe}'�end{cul�r to the�tee:!decic f�lites. 1A;, For i�l�ca�+�er Appticatiofrs aisin�Syst�m Type D,the inSU��it�an(s�iptional. Alternatively,min,�:5-inch H-5hield HD c�r min.f�:25-inch to 0.62S-inch Dens D�ck,Dens beck Prim�:,SECilR�}CK�ypsum-Fibea�FCpof Suard or SECU�OGK Glass-Mat RaoG 8oard b'F rnin.3J&ineh insaif�am R-'f�ch EPS or Fan-fatd rnay be ilied as a separator 6o�rd,prellminarily attached prinr ta robf cover installatfqn. The exi`s�ing roof system sh�(t he sui�a6le fora recover2ppiication. Ya, Ear a�thered membrane sl�st�erns,3#i!e faps shall be minirulum 3•iii'ch wide sealed with i�tin.1.�'1-inch heat wefd. Membrene��hesiv�application rates are as foitows: � Muie-Hide TPO-c witf�Muie-FVide TPQ-c BandingA�fiesive ih a contact appiiCation at rate of 6Q ft2/gal, Y Nlule•Hide TPO-c uvEf�t W89d 200U In a cuntact ap��ication�t r�te of 120 ftxl��t. D Muie-Hide TPO-c fileece Sacli wi#h WBBA�ttaD t��a wet laji app!lcatfan at a r�te cif 120 f{�J�al. 16. For i3iembrane systems aYtached 1�sing TPCJ 10-inch Pr�ssure-S�nsitive RUSS,the uiiderside of the rhemhrane w6ich coiries in contact wi#i�tfie#ape shail be pr�med vu�#h�HP-2S0 R:amer. 7he memt>rane sh�ll ba seui�ed by pf�ci�g#he prirt�edpof�iqn antoihe tape por�ion afthe`fP014Ench Press;ure-Serisitive RU55 and roli with a sCe��hand rotlerto ensur�2 con#�ct. 17. Eor I�onded membrane systems,ulhl2ss otherwise nqtecl�referer�ce to"Mule-Hide TPO-�me�brane betow also inetudes"N►ute-Nide TFO-c E,tTE�4". 1$. "MLl{�"=Maximum Desigri Prnsstlfe is the result o#tQsting for uir�nd load resistance b��sed on�1lowabfe wind to�cls. Refer tk3 K�C 16D9 far de�arrrEinatiod bf design wind Io�ds. EKtetior SteSearch and design,ClC,dJb/a Tdn��y 4 ERD Eva,laallon Report Mt5060.06.09-ii_;for Ft1��72-R3 C:�3►ImXe bf Aotftoriz�ilos#9503 aeuision 3:03/��/2015 F'repared b�t:Robert IVieminen�}�E.59166 ApP�ndix 1,Page 2 of 18 . a � ��`�� ';�'[�'�"" . Tt��:E 1A: UUt30D ttE�iC�-t�tEtfU CI�NStRUCTlOi1�,ElE6tOdF(te�r-O(f)ar R£tX�1tER svstEt�rv�e: nnEc�aa�v�ca�t.�i��rrac�a�c�s�su�raT�otv,ea�r►�o Roa�cuv�� ` _ ..., ,., ,.,, ,�. • � � ..., _ ._. .. 5y�ter�t Qecic 3foptnssa�a#1onLaYes' ._. .. fl�tki� No. �See i+tat�1) B�sse Irisulation layer ';ype �asteners A�ach Rnn�r Couer j Adhesive {P� . ----�---. ' Mi�i.1.5-incfi Pafy ISt?2,H- �-� ��.�l�z„ (opt�onaly one or mqre I�yers,apy Mule-Nide'tP0-c/�tV88A ZOpA or � p�°�°�W°°�� com6ination,�dase f�id SN�eld,ACFoam Il,Poly 150 2 ar 5ee(Vote� 1 p��z� �vle=Hide TPC}-c�6nding Adhesive "`�S.d Et��tGY 3 . ,,, ..., ,., ..,, . . 7i��1B: lNOOD D�¢�Qi—NE11�EqNSfEtU�itOTl,��Ft�IOF(TL�r-OFfj or p2E�OVER ,p, ,.,, ,.,5Y5TEil1l7YP�D: i�l�itltATl��,iUtEC�tA(lltCAtt.Y{dR'ACHE�,1200fiCQVER ,., �..�.. InSi�latinn Laye� Sysuinn I�oaf 17tecti I.��.�!e Rfote Y9j AooF Cover MDI�� t�o. ; ._. •- " � �Psf� . 7Vp�, A#ack� i�lembrane Fa�enets S�racing ... ... , _ __ _ ,� - --._.--- '#n_19f32:inch.ptyv��ocNd or_!�v_�od_plaatc a#__ . �i�.24"spans atrach�:d usisrg�d ring shanlc 4ne csr ma�e�Iayer3, Pretirr3Fnari;Y I�I!akTe-liisie-��YCute=HF"de-END-F�staner�and��4- -fr-tnch o.c:uvithin 5:5-inch wide laps�paced-90:5-inch -----�" W-2 52.5M------ dalls spaced 6"o.a in ihe field�'nd#10 ring any combina�ion attach�d T�0-C Se��['lates ac. 011�side af(ap sealer3 uril�h 1.5-ifich heat-wetd s�nk nails s aced A"c,,c,at kHe erimeter ,.. ._. .-. ... . .... `In.19f 32-inch ply;vuopd or w8bd plahk at w 3 rf��x.24"spans attach�d using&t flng shank One ar more layers, Preliminarily Atl�le-Nide Mule-fiide EHd Faster►ers and 2.4 6-inth f�.c.within 5.5-inch wfiie laps�p�cBd 66.5-inCh _57 S d�{ils spaced 6"o.�in t:he field�Ind 1t�.0 ring 3hy�combin�ion attacfi�d llfb�c Searrn litates o.c. Ol�tside af tap seaietl wtfM Y.5-i�ch heat-weid • s�i'ank r�its spaced�4"ac.at tFi� erimeter - �______ _ frinch 6.c.Wtthin S-inch tuid2lapss�ced 67-6ich o.c, ; i{l�ln.23/3x-inch f�SEt aR max.2�-inch spans Outsid�nf lap sealed with 1.5-inch eat-weld a ched asing 8d ritig S�ils-space�3r'b -0"neYr�r�i�`t� , Pretimf�i Ii��le=Hid UI�-I�de�H�astenexsaad,2,A-.. �� o:c.in#he fleld and 3"a.c.at iH�ermediate any.cambin��iqn attach�d 'f�[i-c Seam Plates 6-indr b.c.iA qne row cent�e�ed bet�t3een the taps. � �E�pporks Cesite��'aw cavered witEi 6-b»ch udr��+cover strip ,_, seale+�tnr(th 1.S-inch he�t w�ytd at al�r�dges i i �de[�Of R�Se�rch and 4esign,LLC,d/bi(a Trinli�!�ftD Evalucatton RepolEt M15Q60.q6.09-R9 fc�F412T12-R3 Certiticate of�uthorization i19503 Reviston S�;83J28j�bi5 Pse�red by:�eert h1€emir�en,PE-59166 Appendioc 1,Page 3 b'f 18 i � � . . ; .� ��'��`�;��.� . � . ,.. ... ... ... ..., . . ..,. � ..., . TAB�1C:tNOOi}OE�t�,S.NElN[�1NSTRUCTiC11V,R�ffzlOF(1'e��-dffa ct RECO'kfE�3 • .... 5'��TEM 7YPE E: NCiit1•�WStitA'�D,MECHANtCAL4.Y A77RCH��3 ROflf C011ER , , .., ' ..,.....—._.. ..:�._ Thetm�!IBatrier RoQf Cc�ver � �� ao�.Clecic � .� Fas¢ener `�� + �p� � '�y=pe A4tach tYte►`dibr•tne E�sc�Y�rs lap Wid��i !ap Spa�cing Seam WeGd tp�} Sp�cing ' Mih.Y9J32-inch thiqt<Niuie-Hld�FR Deck P�I{iel A pr C or Barrier 1 echnotd�y Corp (opttorr�ly Any Mule-Hide ENa ��h W=5 ��f�zeguard A or C"at ma�t.241iich spans appt'aved toose-faid Mute-F�Ide TPO-c Fastetsers and 12-inch ac. 5-inch 48-inch o.�. -30.0 afiCachecj using No.8 x?h-inch�ong tfierfnal barrier 2.4 Sea�r Plate� °��e co�rse thread screws spaced 6".6.c. if�.19/32-inch thictc N1ule-Hid�FR Deck P�liel A ar C or Harr�er'f�chnolo"gy Corp (OptPon,al)Any Muie-iiitie END 1.5-incfi W-f� "[3�azeguard A or C"ak max.24�hch spans appPave.d Loose-laid Mute-�ide TPO-c Fasc�ne:ts and 6-ench a.c. 5-inctl 72-inc43 a:c. outside �5�'� at�ached using Na.8 x'�-lnch�bng tFierinal barritr 2.4 Seam Plat�.s cifurse thread screws s�aced 6'.'.b.c. ----- -- - Rn.,i9/32-iach_thKlc 4�AuI�H��FEt Oeck V ---_.- � __,�___.__.__.. _�_�___.____._._ P�helAorCarBatrier3'echnatH�+Corg (Option�IlAny Mule-H,tdefHd-- -----_—�- - -- --1:5-inch._.._ .-- W-7 u��azeguard A or C"at max.24Chch spans ap�uuv� Laos�laid Mule-t�ide TPO-c Fastiemars and 6-inch a.c. 5-inch � A 48-lnch a.c. ------ ,��'sde , �''�-T� _�_ at�ached using�a,8 ac 2Y4-inch�bng thetinal hat�rier 2.45eam Flate's � ct�urse thread screWs s aced 6".n.e. 11Y�in.19f32-inch plywoad at m�i.24inch (Op`tiori�l)Any Mu#e-FEide ENd 4g-;nch o.c.(over 1.5-+nch W-8 sj3ans att�ched usin�Pd ring sh�nk nails apptoved laose-iaid Mu1e�{�tide TPO-c Fas#en��rs and 6-inch o-C. 5.5-inE�i -75_� s,�%aced$-irich o.c. thePrnaJ barrief 2.4 Seatn Ptat�e� structurat'rne:mbers) outside 7'��I�.7�tlO�UDECtC��N6iflf�lflfd�"✓iNl1G�OPi---------,-- S1l5YEM�TYWE F:NQ�J•INSULA'i'�D,BO{�0'EQROtl�CBVER � system tt�ac�fi ncsttc T l�f�of wver �_ .. MdB� � �o. ilpembran� ��ppttca�#bn �F�� _ , Min.15/32-inch thi�cic Mule-HIHe FR Deck Panet 1A cr C or B��rierTechnoiogy Cor;p"Btaze�uard A or C"a# ' W g � ° Mule-Hid�TPO-c WBBA20t30 -45.�3 � max.24-inch spa�s attached iising IVo.�x 2h-irich long wfl�se thread screws;sp��ced 6"o;c. _ � ..�Viin.19J32-inch thici(t Mu(e-tiide FR Deck Panei A or C or B�Prter Technotogy Corp"8laze�uard A or C'at � 1N-]Q Mute-Hid�TPO-c WSBA 20b0 -52:�a inax.2A-inch spa�s afi,ttached,l�sing Na.8 x 2lz-incb tong co�}�'se thread scre�vs,,spaced 6"tl.c. Extrariar Rese�irch and pesi�n,LLG.d/b/a Tdnit�r��RP Evaluatian Rep'brt M35060.06.09-R3 f�ar FLi2TJ2•R3 Cerdficate of:�uthorization tl9503 Revistan�:U3/18y2015 Preoared 6y!Robert Nieminen,RE-5EI�66 Appendrx:[,Page 4 of 18 , r � - -- i ' . , n � � - ��'��`:�� ;��,� -= � { � TAI�tE ZA;�TEE4 or CONCRET�e t�ECEts-�iEUli[ON5TRUCf1oN,RER06��(Tear-Offj or RECpt�R SY57EM'11d��B:MEC�lAlY1CALLY A7Tq�HEO BAS�YNSULATIqN,BqNi)ED TOP 13f�SU1,A7lON,�d]NQE[I ROOF EbVER ' ,., .,, .. . ,, , .., ..,, .,..�._.r-.._ - �. � •„ , Syst��n �ectc �� se tnsu�atiop layer ,.. toF►insutatian ta�ms ... Rabf CoveY/Adhesive MDP iU�. (5ge iupge 1) Y e — Fast�ner A�ch 'fype �lttac6 {P�1 . MSFY.�2 ga.,type e, +�4 Min.1.5-inci�AGPotim 11�Poly iS0 2, Mule-tiide TPd-�/WBgA 2dIIA � Mi�:0,5-lnch Dens p�ck�r t7ens SC-3. GraHe 33 s#eel or min. Q��me 5ee Note 2 1 peF 2.0 itZ ENR6Y 3,F�bty ISO�or H-Shietd faltowe�3 QBs��O or Ntutr;-HideTt�O-c 8onding -37,5� 2,560 ps!concrete 6y Min.0.:!5-in�h�ens Dect;Prime Adhesive MirY.22 ga.,tYP�Q, .^. " MuCe-Fltde TPC�i=1c/W9BA 2000 .. SC 2 Gr'�cle 33 steet or min. �IW:Z-inch Poly ISQ]�,N-Shield,F�- 5�� 1 pet 4A f�Z Mln 4.25-(nch SECUROCI<Gypsum-Flber QB�'�{} 4f(1/IUIO�HIt12 TYC?-C Bpt1CIFflg -�7S"l 2.a,�0 psi conc. ��' Roaf B6ard Adltesive M�di.22 ga.,type B, ._ .� ... Mu�e-Nide TPO'=c I WBBA Z400 Mir�,1.5-inch ACPaarii li,f�oty ISd SG-3 6r�de 33 ste�i or min. ��bly ISO 2,H-Shield Cca,ENRG�3 5ee Note Z 1 peF 2.0 ft2 Addltlona)t�yers o�basg insulatian OB�bO or N€ule-Hide'��U-c Bonding -45»0" 2,a,00 psi canrrete Adhesive . � --: _ —_Min.x2 ga.rtype B,, Mule-liide TPC;}-c 1 WBBA 2Q00 ---Mlff:2:S-inch AGFaart�ii„PafylSf7�._�_ fVlio.0.25•iach Deiis Decl,Dens Dectt 5�-4 6��e 38 steel or min. � s•„� Se�"N�iSf�Z - —1�peF 2:0 ftz-- --__._.,__�._ .. _ '� .' � 2,�b0 psi cnnaete " 1.�oiy tSb 2.N-Shiei�i e�,£�tiRpY 3 Prime — —~---_____.._--,-- -0�500__._.�_ ��sil�Hide'�'�O-c Bonding -45.0 fU1Pii.22 ga.,type B, ,n� t �„, .. Min.1:5-i ., . Mtite-7itcle 7Prt�=c/�fJ68A 2000 .. M��t.Q.5•(nch Dens Deck br Dens ,, �nrh AC�oam q,Poly 150 2, y: SC-5 Gi�de 33 steel or min, � • 5ee Mote 2 1 pef 2.0 ft� C}��SflO or Mule-Hide T�O-c Bandirrg -45.t��` 2,:500 pSi concrete ��nrr'� ENRGY 3,N Shield or Poly I501 Adhes+ve Il�tih.22 ga..tYP�$. .. ..' '.. .., MUIe-Wlde TP#�-c/W98A 2000 ... Nrih.2.q-inch AGFoam II,Ppty i50 ��2 1 p��4A fta Additioa�a)layers nf base insulatian O��aOq ur Mulra-Hide fP0-c Bonding -q5.d SC-6 G't�de 33 skeei or min. � �, 2;,,�`aD0 psi concrete �,Paly ISO 2.H Shie(c9 C�,EiVRGV 3 Adh�,ive `x, � t�l�:`2Z ga.,i}�e 8;-� __ '.�� --_ ..� ... NIuBe-HtdeTP(3-c j WBBA 2Q00 .. ii�i�.2.0-inch ACFoaRi I6;Fatyi3t? ,� R�tin_0.-25=jnth-Or�i�si7ectcrDensDe�t:_ SC 7 Q�ade 33 stee!or rnin. � See Note 2 1 p'er 4A f� ��Op r 4Jtt�le-Hide'�PO-c Bondiqg--�_ .,—�15.��' 1}Poiy i5D 2,H-5hi�td CC,ENR6Y 3 prirnc 2;,�d0 Pss Concrete Adhesive IV�1n.22 ga.,Lype B . � ... ,.. .4. .. Mni�-Hide'iF��?-c/1NBBA 20t)0 ... 4 31��n.1.5-inch Faiy 150�,�!�l�5tste��l, a Min.b.25-inch S�UROCtC GypsumaFIher ;� sC-E� GI`ade 33 steel or rnin. See Note 2 1 �'r3.2 ftz O�SOp ot iv��ile-Hide O-c Banding -45.�''� �;,��DD pst conc. ��nieid CG Rrrof�oard �� ; F,I�in.22 ga.,type St ,,. - .. '." ... iVMule-Hide TAIb-C/WBBA 200Q . . I��n.2-in�h Poly ISt�1,H Shieldy H- Z Min 6.25-tnch S�ftiRO�tC Gypsum•plber SC-�i t�rade 3�s#eet ar min, See Note� i p�'F 2.6J fi dB500 or 6�!l�le•Nide TPO-c Bonding -45.k��` ��500 sf conc. Shield CG Roof Board R. p Adhpsive t�f�in.22�a.,type�{ �.'. .. , .. — ..1 Nlut�-Htde 1F"�b-c/WBBA 200q .-. R+�tn.2-inch Poty�501,H-Shieii�;H- Z Min U.25-tnch S��tiR�CK 6ypsum>Fiber SC-'tCt t��ad�33 steef ar min. See Nate 3 1�'�r 1,5 ft 1��500 Ot MUIe-Hide TPd-c Bonding -601:{p ��5fld psi conc. S�iietd CG Rooi Boa�rd � Adhrt:sive EuteNarRese�rch and oesign,l.LG.dfb/a finit��ERD Evatuallon ReP�+K MI5060.q5.09-R�fi�{FL12TI2-R3 Cerdflcate uf 1�uthori2attan�950� Aevts�ort 3:03JI8��015 Prepared by: �tobert Nieminen,PE-Sf316B Appendtx:t,Page 5 I�f 18 . �, - � ��{��:1�._�i�r�`t� . . i. ,., . . . ..., , ' 7ABLE ZB: STEEL or COf�it(iEfE�EGtS-NEW COi�fSYRIDCTCON,RERC��F(Tear-OfF}or(�EC<�VER • . SY5�EM TYPE C: IlllEClril��R11CALL5�ATfACHED IIV5U11�7iON�B(�FI�ED ROOF COV�R �O�" Tn P Insul�4�on I.ayer ._. Etoc�r Cover�Adbesive (P� Syst�atn pedf Base Insulat�'on Layer Fasteners At�`dch •-. '. TVPe ..�-'�- l�c�: ISee Note 9� ., .. ' •- " Mu1e-Hide�TPO-c f WBBA 2000 or -37.5� ..�----- , Trufast SIP LD 1 pp,�3.2 ft� �y��7��.5"APA or TECO rated O58 Fasteners Mule-Hide�TPO-c�bnding Adhesive �C-g y f�y{in'22 ga.,type e,Gride 33 s�1ze� Min.1.5"thicl4 one ol�more tayers,any .. . •- dF min.2,5�0 psi concrQte com bin a ti b n,I b o s e I a�E� Mule-Hi dE:T P O-c y W 9 B A 2 0 0 0 o r f 1.6ftz -37.5`� " Min.l=lnch Poly ISO 2,AGFoam II See Note 2 1 P� Mule-H�dEa TPO-c�onding Adhesiv� i�i n,?.Z ga.,t y pe 6,Grade 33 sti$el (Optlonal)One or mo�layers,any o r��3 " •- SC-1� o�:min.2,500 psi cona�ete ,,,, com b ina t ion,l o o s e l a i� ' Mule-Hide TPO-c f Mu le-Hi de T P O-c er 2.67 ft2 37.�° ; Min.d:�•inch H-Shield HD see N°te Z 1 p Bonding�'�dhesive SC-�.3 ��'ZZ ga.,type B,Grade 33�eel Min.1.5-ihch thick,oW�or more layers, •�• dF min.2,500 psf concr�te ,_, anY combination,loo�e laf d Mule-Hide TPO-c J�WBBA 200d or -37.�"" 5ee Note 2 1 per 2.67 ft' Mule-Hid�TPO-c�#onding Adhesiv6 ' Min 0:�5-Inch SECUROCK�G)�psum- , , Y�lin,22 ga.,type s,Grade 33 stieel Min.1.5-inch thick,o�ie or more layers, , SC-:L4 g��min.2,500 psi conc[ete ,., anY combinai:lon,ladt�laid Fber�bnf Board . � Mule-HideTP�-t j�WBBA 2000 or _- See Note Z 1 peF 3.2 ft2 ' onding Adhesive � ___. .____�lin.22_ga;type B,Giade 33 s�eel Min.�.5-fnch thick,d�e or more layers, Min d-�0-inch SECUROC!<G�/psum- e TP�� 5�� S�C-:15 -- - --� .---------- � - -Fiber_RaofBoard----__. -_.----_-- Mule-l-lid .. � e laid--------- - .,..._ .. dr min.2 SUO psi concrete �, anV�m�inaUon,lod3 •� ' �Vlule-Hic(e TPO=c"�'VVBBA-2000-or� -.�5:b�'- ---- See fUote 2 1 pei'4.0 ft2 Mul�Hicle TPO-c Bonding Adhesiv� i�lrlm,22 ga.,type B,Grade 33's�eel Min.1.5-incN�thick,ohe or more layers� G in��berhROof BoaYcl • SC-16 dr min,Z,500 psi canc:rete .., any combination,loo�e laid YP ,,,, ' �+ Trufast SIP U7 2 Mule-Hide 7P0-c/WBBA 2000 or �5 b:: 1 per 2-67 ft Mule-Hic�e TPO-c Bonding Adhesi�e �VAin.?2 ga.,type�,Grade 33 Steel Min.1.5°thitk,one 1ir more layers,any ��n��p APA or TECO rab�d d58 Fasteners ... . - �� SC-�17 br min.2,500 psi concrete ., combination,loose 1�id •.• � - t Mule-Flide TP�•t/WBBA 2�00 or ��:0� M��y fg6 ppA or TECO rated OSB See Nate 2 1 p�1'3.6 ft� M��Ni��e TPO-E,Bonding Adhesi�re �Vtin.22 ga.,type Bo Gaade 33'steel One or more�layers,�ny combinaGon, A • SG•38 6r min.2,500 pst concrete .., toose lai� ._. ., . . .. .. Mule-Hide TPO-c/WBBA 2000 or• .45=b° 0 tional}C�ne or rrrE�re layers,any Min.�-inch Poly ISO 1,�I-SlNield,H= See Nate 2 1 p'er 1.6 ftZ Mule-Hide TPO-�BOnding Adhesive ---------�in-22Sa.,-tY�e.B,.Gtade 33 stee! I P - --- -Shie�d.CG- .. _- --- ---- --- SG19 br min.Z,5U0 psi contrete , comEin�taooy�taose I�id- ---------- , � - Min:�.5-inch ACFoam It,Pnly I50 Mule-Hi�de TPO=c/WBBA 2006 or ,4�.�� Min.22 ga.,type B,cirade 3�steel (Optional)C>ne or more layers,any Z�H=§hield,Poly ISO 1,M-Shield See Note 2 1 d�r 2.o ftZ Mule-H ide TPO=E gonding Adhesive SC'-20 or min.2,500 psi concrete combinatio�rf,laose�aEd CG ��VltGY 3 _ "' ' ,.,. � - Min:2.O�inch ACFoam il,Roly ISO Mule-Hide TPO'k/WBBA 2000 a� .��s Min.22 ga.,type 8,�3rade 33 sEeel iQPtional)(7ne or tilbre layers,any 2,N-Shield,PoIY 1501,H��hield See Note 2 1�5�r 4.0 itz Mule-Hide TPd 1�Bonding Adhes�ve SG21 or min.2,500 psi coiicrete combinatio�,loose�aid CG,ENRGY 3 . "' � '� 1 �r2.OftI MUIe-hlideTPd=�/Mule-Hidei'PO-r. ��Q,� Min.22 ga.,type a,Grade 3�steel Min.1:5-inch thick;bne or more layers, Mid:OS-inch H-Shield FID See Nate 2 � Bon�in�Adhe�i�re S�"-ZZ or min.25�0 psi coincrete ,., any corhbination,Iki;ose laid .. •� . �� , � 1 r1.9ft� Mtile-tlideTPO=c/WBBA2�00 -�2.5 Min.22 ga.,type B,Grede 33 steel Min.1,5"thictc,onl or more layers,any M��y j�16"APA or TECb r:�ted OS� 5ee Note 2 I� .,. SC-23 or min.2,500 psi wncrete combination,loose laid . er 1.6 ftZ M��"}iide TP01-t/Mule-Hide TPO-�� _�� M1r►.22 ga,rype B,Grade��steel Min.1:5-in�sh thick;one or more layers, ��b y��ch Dens DeGk Ptime See Note 2 �� 6onding Adhestve SC-24 any combination,�tlose laid •- " Mu12-liide TRd=c/Mule-Hide Tp0-q ormin.2,500 psi cancrete .... .. =�5.0 1 er 1.9 ft� gonding Adhe�fve Min.22 ga.,tYpe B,Grade��steel Min.1.5"t:fiictt,o��or more layers,any Mi��6a�qpq or TECD rated OS� See Note 2 b �'C-Z5 or min.2,500 p5i ccmcrete,,, combinati��n,loos�'laid ' Evaluation��port M19060.0 RRO�-R'n 3r 03/�8/015 I�cterior ftesearch and Design,4LC.d/b/a Trir�lty�ERU Append ix i,Pa�'e'6 of 18 CerHflcat�ofAuthorization i19503 IPrepared�iy�Robert Nieminen,PE'-59366 ` . ..� �� , . , � , � — . T��BLE 26i STEE�.or CONCREVE pE�(S=P1EW CONST9tUCP10611,RERdbF(Tea�-Off}or I}EC<aVER J . 5Y97EMNPE C: MIEC!'Ji4NICALLYATTACNED Ii�SUlAT00N,BOl�IDED ROOF COV�R ,,,, ,,,, ..,� � �e�k --� . — Yopinsula2�onL.�Yer ...� :FtocifCovet�'AdMesive MD� 5ysteoe B�sednsulat�dn Layer — (P� 'P�o, _(See Note 1� Type� �as4eners At�a;ch , ' � �Viin 2.f�dnch ACFoam il,Pbiy 1�01, Mule-Hide Tp0-c}fVtule-Hlde TPO-c SC-2Ei Mih.22 ga„type 6,Gr�ie 33 steel (Optional)One�or more layers,any pa�y�Sd 2,H-5fiield,H-Shield CG, See Note 2 1 per�.6 ft2 gonding Adhesive -75�� or fnin.2•,500 psi concn:te combinatian,l6ose laik� ��R�� IVii6.Z2 ga.,type B,Gr��de 33 steel Min.1.5-inch t:hick,orl�or more layers, Min 0.5=1nch SEGUROCK Gyp�:iim- See Nate 2 1 per�..6 ft� Mule-Hide�TPO-c}'�/lute-Nide TPO-g $�� 5E-2;i of Fnin.2,5D0 psi concrete any combihation,l005�laid Fiber Rlo;bf Board �_ , ., Banding Adhestve,:, NV1h.22 ga,,type B,Grtde 33 sf�el Min.1.5-inch t:hick,orie or more layers, Mfn 7/i�•inch APA or TECO rated See IVote 2 1 peP 1 ftz Mule-Hide�7F'O-�y Mule-Hide TPO-c _97 5 SG2�; oF min.2,500 psi cvncrete any combihation,lons�laid 056 ,_, : . Bondirl�A.tlhesive ._. 11�I�n.ZO ga,type 8,Gr3de 33 s�el (OptionaQ Min:1.5-tnE�thick,one or M(n.0:625-incft SECUROGI< Mule-�lide 7P0-c}�Mulg-Hide TPO,£ ' _112;5 SC-23 •• See Note 2 ; 1 per�.33ftZ gond(hg a�dhesive,,, I oF;min.2,500 psi Cor¢cr�gte ,,,, more layers,aYry com�3nation,loose laid Gypsurri-Fiber Roof Boart� .. . �• 11llin 18 ga.,type B Gr�de 33 s�eei Min.2-inch thicly one br more layers, Min.0:�-Inch SECUROCK Gypsum- � Z Mufe-Hid��TPO-c�Mule-Hide TPO-� _ Z s --- '-____�.____.�__ See Note 2 1 per�.33 ft Bonding Atlhesive_`---- ,-- SC-3D_ _.___ �_ — ---—�.—__._ 11'� - ------- o�m i n.2,5 0 0 p s i c o n c��t e ,_, an y combinati�bn,tooSt�laid-�---� � Fi6er Rdof 9�ard------ - ----:,--------,- .-- i1��n.22 ga.,type B,Grade 33 stleel {Option�!)One or morL layers,any Mule-Hid�a TPO-c�'Mulg-Hide 7P4-c .12d:b SC-37. Min 2-iiich H-Shield GG See Note 2 1 pe�1 ft� gondih��dhesive � dr min.2,500 psi concrete combinatia�n,loose laifl . . , [xt?flor Rese�rch and Uesign,LIG.d/'b/a Trfnit}f�ERU Evaluadan Rea'brt Mi5060.OG.09�R3iqr FC127IZ-R3 Cert�(cateo#buthorlution�95D3 Revi5ion3:0.�/18'2035 Apper�dix 1,Page bf 18 Prepared byc Hahert Nieminen,Pfl-S9166 �- �'�� 1il��i[�� , � ..,, .�, . .. . ; Y61�LE 2Cd STEE�or C06UCREYE OECKS�NEUl1 CONS7AlDCTiON,RERObF(Tear-Of�or REOpVER , �1lSiEM NPE D-8: IIuSULATEDi MEGHANICALLI'A�7TACH��RO�F COVER •�� ,I�isulatfan I.aver(S�e t�ote id� Rqof Cov�r ..., •� � Mp� Sysgein Roof dedc � f�o. �e p,tta�'h fUiembearie FBsteriers _ Fds+iei.ler Spa�artg Lap Uliidth Lap Spac�ng Seam Weld ; �P� M�h.22 ga.,type B, Mid:1.5-inch,one or prelim. Mule-Hide TFQ-c �ule-Hide EHD Fastener(ste�l onty)or 138.5-iWth 1.5-inch -30:b 5C3:t Grade 33 steel or min. moF'e layers,any a��y� orTPD-c E��71iA HDP Fastener(con�n�te unly�and 2.4" 12-in�h o.c, 5.5-inch e� outside 2}�UOpsi concrete corfibination §eam Plate .�. - •- ' I typ � Mule-Hide EHD�ast<aner(ste�l only)or 1.5-inch p11fn.22 ga. e B Min:1.5-inch,one or prelim: Mule-Hid�TF'fl-c SC33 G(aade 33 steei o�min. mo��tayers,any attach or TPO-c D(1'RA HDP Fastener(aincr�te only�and 2.4" 12-inch o.c: 5.5-inch 91-incN b.c. outside -30.b 2;�00 psi concrete wrf i�inatfon _Seam Plate �yih,22 ga.,type B,Gfade Mirl.l-inch,one or more 33 steel,6 ft span,5/8" laye�,anycombinatlon 90.5-iH�h 1.5-inc{1 � -3d:b di�meter puddle welds 6" (op�ional for recover) Prelim: Mule-Hide TI�D-c Mule-Hide EHD Plus Fas4eneFs and Z.4" 12-inch o.E: 5.5-inch a�, o�idg - SG34 0.�.,side{aps secured 24" foll�tved by 3/8•inch ett�Ch or TPOt EX1fRA Plus Seam Piates o.l�.w/Ye"-14x1`long self• Insa��oam R-Tech EPS or _ ,_, . . - _ -'-tabPinghex-headscrew- - -Fat�kold---_-_._�� _._-_,.,.-------------- - ---��----_--- - ... �- IVIin.22 ga.,type B,Grade � Mule-HidB T1RQ-t ��stee�,6 R span,s/a" MiW:1-inch,one or 90.5-ilich 1.5-ineh i _3�:5 d�ameterpuddlewelds 6" Preliiri: (min.nomin,�l 60- Mule-Hide EHD Plus FasteneFs and 2.4" 12<inch o.c: 5.5-inch o� outside ; SC-35 moFe layers,any q��{ mil)or TPOa> Plus Seam Plates d:e.,sidelapssecured2d' ��bination d;c.w/3�"-14x1p tong seii- �T� ta.bping hex-head screw ..., ._ , .� •-• Mule-Hide EHD Fasi.ener{sf2el anly)or 1.5-inch �• (V�in.22 ga.,type @, Mi�.1.5-inch,one o� prelirrti: Mule-Hlde TPO-C ?' 5C-36 Blade 80 steel or min, moFe layers,any HDP Fastener(cbna�ete onlj�)and 2.4" 1:_mch o:�. 5.5-inch 115-incN o.c. outsic�e • -3�� , attacN or TPQ-c D(TRA 5eam Plate "" "" 2;500 psi concrete coWibinaUon _ ,^_ -----J --- -- -- -- - --- --- ---- ---- -- --- I�in.22 ga.,tyPe B,Grade --- -- - �3 steel,6 ft span,5/s" ry�i�.1-lnch,one or :prelitrl� Mule-Hide lF0-c Mule-Hide EHD Fas�i�ner ariki 2.4"5eam 138.5=Ihch 1.5-inch ��,.Q NA E�,inch o,�; 5.5-inch �iameter puddie welds 6" m8'�e( ers,any o.�: outside 5C''}� �f:c.,side laps secured 24" � i atYatii or TP0.�D�TRA Plate H:c,w/X,"•14x1°IongseiR ��binetfon - }}Jpping hex-head screw ,. • MiFi.1,5-ihch,one o� Mule-Hide EHD Plu:s Faster�ers and 2.4" 1.5-inSh �� 91in.22�a.,type B, Prelirli: Mute-Hide l'PO-c , SG�8 �rade 80 steel or min. mHre layers,any orTPO-�GXTRA p�us Seam Ptates(s1.2e1 on{y�or HDP 12-inch d.k 5.5-inch 115-inc�i o.c. outside �g�� attac�i Fastener and 2.4"Seam Pla�s _ •- . �,506 psi conuete cdFhbination " I�llin.l8 ga.,type B, N�i�i.1.5-inch,one or P�� Muie-Hide'fPo-c Mule-Hide EHD FasCeners(�eei only)or 1.5-inch 5C-g9 Grade 3�steel or min�, m'ore layers,any HDP Fastener(conc•.i'ete onl'�})and 2.4" 12-inch d:�. 5.5-inch 115-1n�o.c. outside �5�� . attacW orTPO-c EXTRA �am Plates �� .. �,SOOpsi concret� c4fnbinatlon "" �� I�)tin.22 ga.,type B,G�acIQ Mule-Hlde'Tp0-c �3 stee�,6 ft span,5/8" �j�,1-ineh,one vr 114.5=1neh 15-i�ch �� iameter puddle welds e" Prelirri. (min.nominal 60- Mule-Hide EHD Fastene�aA�J 2.4"5eam i�.inch o:E. 5.5-inch �.� a��e SG40 �,�,��de laps secured 7��? �bre layers,any a�� m��)orTPO•� Plate 8.c.w/�"-14x1"long self� LO�bin22ion ExTRA ,�`apping hex-head screw Evalu�tion Repbrt M15060.06.09-R3 for FL12T72-R3 �cterlor Research and oesign,uC.d/6/a Trinttjf�ERD Revision 3•03/18/?015 fz�tiflcate o�Nutliorizatlon#9503 Appendix'1,Page 8 bf 18 Pre:pared by:Robe►t Nieminen,PE-53�66 , i � . . ��., .``�°'��•,`�� 0 '''��;� . 1PABtE 2�b 5TEEL ar CONCREi'�DECtGS=NEVi1 COiVSYRUCTION,HEi�OqF{Tear-CMfF�or R�C01lER.tl. .. ., ,.,. SYS7EN1'IV�E D-1: IIUSULlItED,Ni�CHAIUICpLILY A7`tAC�ED ROOF COVEit ' ..,, . ,.. ,.., Systtm InsUlation tayer(Se+_Note�.�j �� ,, ..,. Roof-Caver .,, 9too�0ecic ... �� .., M�DP _ ,__ �....r � ...._ ..,_ Na• Type Attc�ch Meml�rs�ne kas�t�nars FasYener Sp�'k3ng Lap V!lidth Lap Sd�cing Seam VUe c1 i (1��1 EU�lin.22 ga.,type F}, IVlIh.1S-inch,one or Mule-Hide END fastener js�et anty}ar SC�41 �Grade 80 steel or min. rrlore layers,any ��'relttii: Mu1�Hidn?i PO-c Hpp Fastener(con�rete onl�v}�nd 2.4" �2-inch d:E. 5.5-tnch �x4��nch 1.5-inch ��Q m attac� arTPO-c�X'fRA o.�: Qutsi�ie 2;50iT psi concret� co�69t�aCton Seam P{ate Min.2�ga,,type B, fV�1f�.1S-inch,one or Mule-Hide EHb Plus Fasteders and 2.4" PrelirH. Mule-Hide T�O-c �� 1.5-i�c7� SC-4� �irade 33 steel or�rt�n. �ffre layers�ac3y �y� (ty.� `�� y�(y�{ Ptus 5eam Plates(stee!onl��or HDP 1�-inch d:� 5,5-inch 91-iac o.c. tc� -45.4 OIIGCt, CSCiC��lllilt4 Y KIU`.�I�� ,Z,�,5Q0 psi concrete cainbination Fastener and ZA" i��am Pi2�es �_ 1�111in.22 ga.,tyPe�, lU�Ih.1S-Inch,ane or .Y ,. Mule-Hide END Fas�ener(5flee)only)or 1.5-i ch F Prel�rii. Mul�tijde'i'�O-c n t� SG43 Grade 80 steel or min, trl�re Iayers,anY NDP Fastenec{corn:iete onS�1}and Z.A 1�-inch d:�. 5,5-inch 91-tnc�i o.c. -��.0 attac�ii ar 7P0-c E�RA autsida �,500 psi cnncret� cdMbination Seam Plate S?)!�.22 ga.,tYPe 8.�rade , - _�_ -- -- --=�3_steei,sftspan,s/8"_ ___�fl1n.-l-Inch,-onenr_ � i�i�mE�rpuddle welds Ei" '-P�`elitt�'"'"�----�N1ule=Hide'iPO=c- -Mule=Hide EHp Fa:�ener aHd�2:4"-Seam-- �---._-.- - ----.- ---66.5=tnch�_.._�_1.5-inch.. .-----__ SG44 tri6re layers,any G-inch a:f� ^ �5.5-incfi „��d-- ---..__.. , ii.c.,side taps secured 2�" ��ttacN ot TPQ-c E;KiRA P€at� o:c.. autside o.a wj�"-i4xi"to�gse'If ��inatian {�pping hex-head screw � in.22 ga.:tYPe g.GratTa - �'3 steel,6 ft span,S/8" Mule-Hide TPO-G � �iameter puddie w�rds u'++ �3n.1 inch,ane or �re�j� (min.nami�nal 60- Mule-Hide EHD Plt�s�8sten�rs and 2.4" 114.5=inch 1.5-inch SG-05 �.c,sEde iapssecvred 2e�t mbre layers,any attacH mi1}or 3A0-C Ptus Seam Plates �B-inch o.�. SS-incN aE. outs�de -525 , fi.c,w/�"-14xi"Ion�seiR �'��I��DR �� .�pping hex-head sGraw j - - --�..�-l�ATn.22$a.,tppe s,�--- N'I�S=lnc�one or-- �-__ _--�iute--l-Iide-EHD Fastener#s�eeeFonty}ar- -- -. _ __ __ _ Pretiii'i. Mui�HideTPO-c „ `�$�'►� �� SG-05 �rade 3�steel or,miri, r�iore layers,any HDP Fastener(concrete oti�{r)and 2.4 6-inch d:c. 5.5-inch -52.5 I attack orTPO•c E:CiRA o.�. outsir�e i ,2,540 psi concrete cl�mbiaation „ Sear»Plate __, _ (1llln.22 ga.,type B, i1�1n.1.5-incfi,one or Mule-Hide EHi��astener('s�eel ontyj or 1,5-inr.Fr I SC-47 �rade 33 steel or min, rNbre layers,any ��' MuleNicle TP4c HDP Fastener(contrete onYy)2�nd 2.4" frinch d:�. 5.5-inch 91-inic�o,C. -52.5 • � ,Z,50D psi conaeTe combination or TFO.c��TRA �pp�czs P(aEe outSicle � ---r--. Min.2�ga.,type B,Grede 38 steei,B ft span,SIS" � dtameter paddte wetds�6° 1Vl�En.1 inch,one or Arel�tii. Iitiute-t�ide TPO-c Mule-Hide EFf Ct Fasterter�Nd 2.4#Sear+� 90.3=indt 1.5-incf� 5C•48 Q.��side I�pssecu�ec124" ►�bre layers,any attat�i nr TP4�.E.XfRA Plate f-ittch o:�. 5.5-inch d:c outside -��`5 i a.c.vu/�°-14xi"Iangse:If cdmbinatfon ' .�appFng hex I�ead scr�sv �lllin.22 ga.,type B, (�in.1.5-inch,nne or Mule-Hide EHp Fastener(s'�eel only)ar 4Z.5-fnch 1.5-inch SC-�9 �ratie 33 steeC or tzti�tt ri�bre[ayecs,any Prellfn. Mule-Hide 7P0-c HDP Fascener{concrete ak�y)and 2.4' 121nch t3.c. 5.S-inch -�2.5 � atta�► arTPf}rc E.XTRA �ete d:�. oemlde ,2,500 psi concrete cbmbinatlon 5eam Ptate fkLBrior R�e�rch and Desi�n,LCC.d,rbla irin�Cy�ERD Evat�ation Re�sart M1506Q.06.4S-R�fpr FE12Y72-R3 terGflcateo�Authorhation#9503 Revision9:03j1$ 015 Predaredb�t Ra6ertNieminen,PH-59166 , AppendCx 1,Page of 18 . i . ..,, � , .� �'i�C,l��l�` �I�� ° ..,� .., ..,, .. , ..., _ ., Y,qEcLE 2C: �STEE4 or C0IUCRETE Ci�CKS-�IEW CONSTRUCTIORh,REROO (Tear-Uff)or RECO' , .., • � ..., ,.,, ,.�, �ifb'TEM NPE D-1: 1NSU[ATE��6VIECaWPiICALLY i41'PACHED�tOOF COVEEi MDP ,.. ,�� Roof Cove� .., ... � Ifi�ulation Layer(See Note 14)._. Fas4en<aK Spacili'� Lap Width Lip Spac��g Seam iNeld . Sysl�er.n gaof Oecic Fast�e"'i�rs ' N�u. . Type y Attac�l, Memb�an�e ,---- Min:22 ga•,type B,Grade Min.i'Nnch,one or more � ;��g,s-jp� 1S-itlth _bU.O 33'sEee1.6 R span,5/s" laqer's;any com6ination �u�e-Hlde EHD Fastei��r and 2:4"Seam 6_��h a,G 5.5-inch a,� outside Prelim. MulrHideTPc)-c dia'n�ieter puddle welds 6" (optl�i�al for recover) or TPO-c tA ��a� SC-50 0,�,;side laps secured 24" ie�loi�ved bY 3/8-inch attach � o.c:w/7G°-14x1°IongsglG- Insul�damR-TeehEPSor ..� •- tapping hex-head screw fa�-��d 138.5-iritFt 1S-inch �flule-Hide EHD Plus F�astener�and 2-4" -60.d �ry��{22 ga.�tyPe g, Min.1.5-Inch,one or p��m Mule-Hide TP��-c 6-ii�ch o.c. 5.5-inch a� outside nh Hlus Seam Plates(ste el onfy)�3�'HDP Ye �ttach or TPO-c FXTF;A kanener and 2.4"5eam Plate� SG51 Grade 33 steel or min. more lay rs,any 2,�'b0 psi cancrete cor�bination �flule-Hide EHD Fasts�ner(ste�`only)or 138.5-irith 1.5-inch �q b Mid:1.5-lnch,one or �relim. Mule-Hid�TPQ-c 5.5-inch a G outside IV�1n.22 ga.,type B, �pp Fastener(concrete onlyj�nd 2.4" 6-��•G ----SC-5i'--- Gi�de 80 steel ar rnin, moF�IayePs,enY---- ��ach ___--.or TPO-c EXTRA ,Seam_Pfate ---- -- _.--.-_---- __-, _-- --- = .-- -------- _ -----•------_ 2;500 psi concrete rnrr��nat�on Min:1.5-inch,one or ��e.Hide EHD Fastener(steel only)or % 1.5-inch - .60:b e g, morl layers,any Mule-HideTF�o-c 5,5-inch $i-tnch n.c. outside f�l�h.Z2 ga.,typ �IOP Fastener(Wncrete onlv3 and 2.4" 6-indi a.e SG5?3 Giade 33 steel or min. codi��nation followed Loose laid o��pQ_��RRA Seam Plate Z;�Op psi concrete by 3�8-inch Insu{Foam _ •.• '-' R T�ch EPS - •- Mule-Hide EHD�astener(stek�onfy)or g4,5-ii�th 1.5-in�h _6d:b MiW:1S-inch,oae or p�elim- Mule-Hide T�'�-c 5.5-inch o�. outside {V�In.22 ga.,type B, HpP Fastener�concrete onl�)and 2.4" 12-inch o.E. , 5C-54 ��ade 33 steel or min, mof'e layers,any a��h arTPO-c EXl'RA Seam Plate '� � ---------�,�QQP_�ncrete ---- cofi�bination .�� NDP Fastener toncr ' . -- --- � -h7rfe-ftlde�HDfast�ner(st�'�I-on{y}or --- - --90S-��Hch-_ -n�h- -57:5 M�r�.1.5-inch,one or � 5.5-inch o,�, outside (�lin.22 ga•�tYPe Fe prelirr�: Mule-Hide TRO-c 2te onl�j�and 2.4n 6•inch o.c:� SG-`.S d�ade 33 steel or min. more laye►s.anV a{qc�{ orTP�-c EXifRA �am Plate -. .. .. �;500 psi wnuete eorhbination - W 54.5-ihch 1.5-inch Mule-Hide EHD Fastener(steel onfy)or ol 5.5-lnch ��'� �1hjn.ZZ ga.�tyPe 8� Mih.1S-inch,one or Pre��, Mule-Hide��P�-� Hpp Fastener(Concrete onf�i�and Z.4 inch o,�: o,�; outside SG!i6 �arade 80 steel or min. m�1re layers,any a�q�{ or TPO-c EXTRA Seam Plate �R500 psi conaete cd�nbination . 42.5�tch 1.5-irlch -8�.5 IV�ih.1.5-inch,one or Mule-Hide EHD FasEener(s��el only)or N1Sn.22 ga.,type B, prelirijl: Mule-Hide ti'PO-c �pp Fastener(tonr.rete on��)and 2.4" Ei�inch o:c. 5.5-inch o.� o��d� SG57 6rade 33 steel or min_ rr�alre layers,e�Y a�� or TPO-c EXTRA �am plate .-• �,500 psi rnncrete, cpi?�binatian , -�b.0 Mule-Hide EHD Fa<_3e�er(s4�e1 only)or 54.5=�nch 1.5-inch yllh.l.5-inch,one ar � G�(nch a:�. 5.5-incR a.E, outs4de � 1�Atn.22 ga.,type B, PrelirrV. Mule-Hlde'PPO-c HDP Fastener(conrrete onl�)and 2.4' ,. attacli or TPO-c E�TRA .,. SG58 �rade 80 stee!or min. ni6re layers,any , Seam Plate "" ,�,50U psi cancretg �rnbination , Evalu�tion Rebort M15060.06.0�-R3 fPr FL12772-R3 Revlsion 3:03/1��2U15 Exlerlor Re�e�rch and�esign,LLC.dJb/a Trini��ERD pppe�dix:l,Pege i�of iB Certiflcate o�Authorizatlon 1f9503 Prr,pared b�y� Robert Nieminen,PE-�9166 t - �� 1�,��d��li:�:�� . . � TABI.E 2D: S�EEL or COIVCRETE�D1eC{6•h�EW[Ai�l57RUG'EION,REItOQ�tTear-Of�ar RC-�Ql1ER a'It51EM.�,1'PE D-2: ltUSUTATEE+�,iNlEC1}I�tCA4.tY A7i'AGN��ROOF�]VIER([iU5S St�-ipsj ; ... ..,, . System DeclC ,.. Insulation ., _� .�.EtoofCnver , 6tlIDP t�t�, '�'y{oe _. Aucach ... Membrdne ._.Fasbeners ..hctachmen4 :.{psf) .. , �llule-Hide Mule-Hid��HD Fastener steei T��a'snch pressure�Sc�nsitive i�USS sttips are applied aver t�s insolaiion � Min:22 ga.,kype B, One olr more � . Prelim. s�l�ced 13&ipch o.c. The plate�are centered over each strip�nd fasteqed 6- SC-59 6rai�e 84 stee!qr min. layersy Any fp0-c or 7pfl-c� ordy�or HI�P Fastener(concrete �30.0 anach�;d iaEh o.c. Roof caver adl�ered td�ach strip bY first priulriing wi�i TPO Tape 2,5a0 psi canc.�ete comb�riatIon �}CTRA only}aad 2A Seam Fiates griii�et at ih8 strip Ipcation,the;r}rolting intfl place wi�eh a ha�#i�roller. .�� .�. .. Tp�10-inch Pressu�e-5��nsitive�iUSS strips are applied'over f e insulatlon . , Miy�:22 ga.,type B, tJ�e ormare �Aule-Hide Ndu�le-Nid�EtiD Fast�ner(steel , Prelim:' s��ced 314-inch o.c.The:plates are centeted over each strip�nd fastened 6- SC-60 Gra�e 80 steel ar min, layers;arry Tp4c or Tp0-c oniy}or F�I�P�astener{contrete � -45.0 2,50i�psi concrete comblHation �t�cheii �y�,rRA Qn�y}and f.4"Seam Plates inc o.c. Roqf cove�ad�ered to each strip by first priming w�►TPO 7ape P�lfner at thg strip lacat ion,th�f�rollin�into Plece with a har}kl roller. Mid:22 ga.,type B, One dF mor� Mule-Hide Niule-Hid�'EHD Fastener(steei 7#b iQinch Pressure-Sensitiue�2U5S strips are applied over� 8 insulattan � Prelim. sp�ced 90-inch o.c. Thia platns are cerrtered over eack skrip ai�d fastened 5- SC-fi1 6rac�e SO sYeet pr min. taye�5;any TPO-c or TFO-c only}a�I�bP Fastener(concrete -52.5 att�ch�a Idch o,c. Roof couer adhered t�l each strip bY�irst prurtting w1�h'TPO Tape 2,Sc�p psi concrete camb'i�itian EX1'Rl� oniy}and�.4"Seam Ptates � ___.__ S PF�in�r atihe strip loca'tion,#he�t rolling into ptatre with a hariEi raller. ---- —_.�____,_____. _ ._._—.••:...- - � .. ___._.w..._ ...�__ ,_._.__.__ _��._.,. � --� , I�Airi.22 ga.,type S, One oP�mo� Mtste-tlsde {4'lule-H(s�2 EHD Fastenes(steeE T b 10�inch Fressure-S?nsiYn��RUSS strips�are�appli�ad overt e lnsulatlon--- ---- ----.__—.__ PrelEm: s{iaced 120-incfi o.�.`i��e p1at��are centered over each str1��nd faster�ed 6- SC=62 Grali�e 80 steel ar min. layer5;any TP4c or TPO-c ontyj or HbP Fastener(can�reU� -&4•� 2,5�b psf concrete comd�nation ��ached E� only)and 24"Seam Plates '�rh a.c. Ropf cover adhered tf3 each strip bY flrsk priming wi�R HP-250 P}�tner at the strlp tQcakion,th�h rolling into place wi�h e ha�}i mller. Miri:x2 ga.,type B, One dF moPe Mule-Hide RAule-Hlde EHD Fastener(sfeel� T¢�`14-inch Pressure-°�ensitive�iUSS Strips are appli�_d+aver E e insuTaf�on preNrru, s�'�ced 60-iqch o.c. '!he plate��re cerrtered ove'r ea�cli sltrip alhd{astened 12- SC�3 6ra�#e 84 steel pr mi�t. tayer5;any TPQ-c or TPQ-c c�aly}or HbP Fastener(con�rete -60.0 attached tnl�h a.c. Raaf ct�vgr ecthe�ed to eaeh strip by first prim3ng Snt{�h HP-Z54 2,5�`0 psi concrete cam��nation IXftii� c�niy�an�2.4"Seam P4ates ��rner at the strip tocation,th�'h rolting into piace with e haiid rotlec �� vat�,�c�o�,�epof��nssa6n.as.os-�a far�z�.27n=ks Exterior Researc�and Desigo,llt.d/la/a Trfnlry��RD � Certificate of A��orizatlan�78503 Revision 3:03/18/2�15 Ptepared hy:Rti68rt t�emtn@p,PE-591Eifr Appendix 1,PaQe ii o�18 . i � .� �i��`�a��-►j ;�� '-, ,., ,.,, ,.,, . - ,.,, — .. �',�gLE�p; CpN�tETE.�ECICS�-NEW CONSTRUCI'IQN orRp OOF(TearOfF) SYSTEtNI NPIE Prl:BOND,fD INSUUAT101V,BOW�ED RC�bf CObER ,�. ��____,_.�_- �-� , � Top Irisoilation Layer ,_, R��of C�v�,� MOP� . ..,Raof�lt Base Insulati�in Layer ... �psf); Sy�tem - At�ach TYp�„ Rttach ... Memhrane .�1�pp�ication Plo. �See Note 1) T�� .. - Mule=Hide TPO-c • '�' Min.0.25-iiuhSECt�ROCKGypsum- ��00 Mule-HideTPO-c -120.� NI�n.2,5QD Psi pB�'b� Fiber Roof Bbard ,,, Bond�ng Adhesive ..• GL �� Min.1.5-I��h Poly I501,H-Shielci;H-Shi��b GG ' ' (Optional)�4dditiotl�l IayErs of base oB�O Mule-Hide TPO-� W8��1200D -1z�•� fV1�h.2,500 psi Min.1.5-idEh ACFaam II,N-Shiel��;ENRG't 3 or Poly ISO 1,PQ�Y pg�b0 insu�adon " �-z. cdh�rete Isc7 z .. H-Sl��ld,ENRGY 3 or Poly pg�0 Min.)o-lnch Dens Peck ot�ens Q,�ap Mule-Hide 7P0-c W6�14 20Q0 "1z�-'�'� 11fi�n.Z,500 psi (Optional��t71in.1:5-inch ACFaam II, Decic PrimE:, „ � ��' • C-�. �yh� IS�71,PoI�V�SQ 2 .-. .�. Mu1�=Hide TPO-c � O iional)AdditPon�i layers of base -150:b ENR(iY 3 or Poly I501,Pol�i 0�5� � p CiB500 Mule-Hide TPO-c gonl�ing Adhesive ,... C-4. �1°•2�500 psi Min.1.5-iri�h ACFoam Il,H-Shield, insulation _ .�. ... .. t�lncreYe 'IS�a 2 ,.. .. . ,.,, ,.., ,. � � Min.�-inoh Dens Cleck or Dens ��BSQO ____ Mule=Hide T1>O r_ Mul�-Hl e P c _ __. _..--- �--- -- -----.___----- - --Bonc�ing Adhesive---- -15d IU'�Tn.2,500 psi (Ciptio"nat��Vlin.-1.5=inch-AGFoann II;H SHield,-ENRGY-3 or_Poly--��--�------; ---- ------- C-5. Decic Pnme „ c�;ncrete ISO 1,Pol{�ISO 2 Mu�e-Hide TPO-c Min,0-25-iech SEC�JROCIC Gypsum- ��00 �yule-HideTPO-t: Bod�ing Adhesive or -Z47'-'�i � ilhin.2,500 psi � Nlin.2=mc�Poly I501,H-Shield.,H�hie�i�C6 �B�'� Fiber Raoi Board WB�A 2 0 0 0 . G6. concrete . ' �- 0 tionalj Additiorial layers of base -12�z5 I�)yin.2,500 psi iViin.1.5-�nch AC�oam 11,H-Shield,ENR6Y 3 or Poly 1501,Poly CR=2d �n ula4ion �-R'Z� IVlule-Hide Ti'O-r_ WB9A 20Q0 C-7. cEincrete IS;Q 2 1N��A 20D� -12'Y�5 ... - . � Min.35-inr.h Dens deck or Dens �rR_ZO Mule-Hide TPO-� ENRGY 3 or Poly C�20 Decic Prime .. I�llin.2,5D0 psi (��ptiana Min.1.5-inch AGFoa��i 11,H-96'tield, , ... � _ C-8� -cbnc a:i0-1,Ro�y 1SII2------ —--- ---- - --=----M�f��-Hide TFO-G----— O t�onal�Add�al layers of base 'Z3�= �V�lin.2,5�0 psi PAin.1.5-ihch ACFoem N,H-StiiE:id,ENRraY 3 or Poly is0 i,Poly ��_Zp �nsulatiaru CR-ZO Mule-Hide TP4c go�'aing Adhesive .�. c-s. �bncrete �:30 2 , . .. Mu�e-Hide TPO-c _23�� NRGY 3 or Poly Min.Y-inch Dens�edcor Dens �Z� Mute-Hide'fP0-� BaKding Adhesive �'J7in.2,500 psi (Dptional Min.1.5-inch ACFoarim II,H S�iield, C{}-20 Decic Prime C-10. �n� t5i71,Pd�r lS0 2 _ � Evaluatlon Re�iort M15060.06.U9-R3�or fL12772-R3 Reviston 8:03/1��2015 Extetlor Re�earch and Oesign,LLG d,�b/a TrtniN}I ERD pppeqdix:l,Page i�of 18 CQ rtiflcate o�Authoriration t195U3 Prepared b�Yc Robert Nieminen,PE-9�9166 . l� 't ~ ��G`��.�� ';�� , - , �'pBLE�A� LIGHTWEIGHP�C<➢NCRET�OECKS-NEW'CA(�SVPtUGTtt��l or idERQpF(�ear•(bff� SYSTEM TYPE A-.lA: BQi�bED INSULA'fION,�OAlDED R�OF C01fER • Deck � Syst�m B�se Insulati�n Laye� Caverbo�rd �yp�i �a. {5c�Not�e�} ._. .�. ... Roi�f Caeev j Adh�sive 5trud LWC Type /��tach Typle Att�,�h � S�vcEura! Min.25,U psf,t�}in.2-inch thictt, Miri:1-{nch Pnly tS01 or {Optipnai)Addltlon�l layers base Mule-Hide YPQ-c y Mule-Hide TPO-c LW�i � O�S00 Q�B54Q -225.�! tElitcrete £iastiz�fl Rang,e iI LWlC H-S�field insulatio» � Bonding Adhesiv2. S{�iucturd� Min.290 psi,f�in.2-inch thicle, Mid:1-inct�Poly IS01 ar (Optianal}qddition�l layers base Mule-Hide TPO-cV Male-Hide l'PO-c lWC-2 CIt�2U CR-2D -18fj.b cb�crete Etastize[)Raoge II LUUiC H-S�ie{d insulation 8oadit��A.dhesive St�uctural Min.2;00 psi,t`I'jin.2-inch thicic, Mirl:1-Inch Poly ISO 1 c�r (Optinnal)Addit(on�l layers base Mufe-Hide TPO�%Mule-Hide TPO-c .��:� LW'C-3 ct�hcrete Cetcore MF Ce��ularCOncrete H-St�leld �=20 ➢nsu{ation [�-20 8onding A,dhesive_. ��,�� StV�uCturdl Min.:!00 psi,�lin.2-inch thicic, Min:l-inch Paly I501 or (ORtional)Additiori�l layers base Mute-Hidr_TPO-c�Muie-Hide 7P0-c Ci�=20 G:R-20 -24f�:0 cdncret�e M�aticfete H-Si�feid insulation Bon�ng��dhesive ,., ,.�. ,... - ,.,, ,�, . ... .., - - - - ---- TA�ILE 48-1: kMNE1GIiT'fA111C6ilETE OV� STEEIl:DECIfWN�U!!�C()RI57R GTlON-aR FCE=RPOF f«►�ti )—.._,_.�._..... �___..__��.,__ ., ----___.-----------.__._ ..! .Y S1tS'�£iU!9'1tI�E F: tdCJt�-1�lS1J1AFE�fi St}idC��p R00��OV�Ei Qecic(See Nak�31) ._ ��f�'��' �+stem � S�i�iprlem�r�tai A�ashrnea# ` nnd� I Nb. S4euct.D�;etc LWIG SurEace " �VP� Attaeh {P�� Treatmenic ��y�ners � Densilt}f iuiin.36 pcf wet cals'�dertsity,min.20Q psi,min,,. ... �Vlin.22 ga.,7ype�,Grade 39`steel at 2-inch thicic Celror�MF Cellular Concrete(cast Mule-Hide ��A 20p0 ar Mul�- None fUone N/A Ni�6 TPO-c Bonding -61�;b LVdGS ��_fi�anc at�ach�6�ncH 4.G witb or wii:hout mEh.1"'EPS hatey boarel). See TPO-c �k�t�,g NafeA. ---- -- - _�— - -- __ .. . Min.38 pc.f we:t d'St dens�ty min.20G psl,min. - ---�,a� i�hin.22 ga.,Type 8,G;sade 33'steet aC 1.625-Inct�Eh3ck C�'�core MF Cellular Coa�crete Mule-Hide Mc1Ie-Hide TPO-c �'U�G� ifrax.4 ft spans attacF�ed 6-inc�i o.c. ioilowed E�y min.�.=inch EPS hofay 6oard with �;care PVA N'one �1A �pt}-c Bcnding Adhesive �`�' min.2.0-irich thPdt.top CoBt See Note�F4 .. ARih.36 pr.f wet ca�t density,min.2Qt}�isi,m�t�... - Vt1�8A 2000 or Me�te- fVlin.22 ga,Type B,f�rade 3��teel at 2-inch thirlc CelcoFe Mf Cgi►ufar Concre'te(casC ii�ute-Hi��HDP Fastener Muie-Hid� -6�;y L1NC 7 ��.6 g spans 6-inctR o.e, with or without rrlii�.1"EPS holey 6parsi�.See N�� nrifh 3"In�ulation Piate 1 Per 9� 7P� Hi��7p0-c Bandin� �e nioke e Nofe A. Ad�esiue Min.36 p��wet c�'st density,min.2bQ psi,min, W�BA 2000 or Mule- �Ulin.22 ga,Type B,C#cade 33 steel at 2-inth thi��lc Celcore SUIF CeUular Concreee(cast 11Aule-Nlde NDP�astener Mule-Hide _gZd,p L1NC� 1�ax.b ft spans frittci�"o.c. with ar 3nrlthosst tr#�h.l"EPS hoiey bo�r�9). See None vuith 3"ti3�ulatt�n Plat� �Per 1� TPO-c Hik�e TPO-c 8or�ding see�}tlre a ' NoteA. Ac��iesive Na!e Aj If r}re LbYC m be used on t�e plaJee�rs not Ceicare Mfi or fJ'the LWC 1s a.�sttng fh a re-roof�'rear-o�7 kandtdon,compressFve�trengNr dfid fastener wkhdrawul reststanc��cestfrrg shal!be aindercted. Cek}tpressJye sr�� iengrh testfttg shaU�te fa accordmrce�tH ASTNI CG93(for n�w pourj a��S7Nl CfQ4(fnrexlsCing)oe�dshot�qield omininwm 200 psl resaft �letd wlihdrawa!reslst�nce test)rrg 1'rr accojdance w)th T.AS 105 ond�Frall yle�d a MCRF o�55lbfw�th 6ft Trujast FNt-30 t3qse S(reet Fas�'ener. !f ques&on ek�sts os to the ddhesian t�a the LWC sur/'ac�j`refd testing in cccprdonc�with FryJ LPDS 1-29 ar ASTM E9p71s ieoommertded.AIf tesHng shdll be perjormed by an ac,:redited te'sting ogency acceptabfe to thedf�l. 1YGte 8.)Une'[��'Tttter[totattan between s�tpptem`e�Ztal a[tochmeat ut Z pe�'9,�jor=G7.S psf and g per Z ft2;�'or-32D.F�sf ts petmisst6le.5uch tnYetprata�btt shaft be garfarmed by a quatt}T�ed deLfga professFanat to the sottsfactlon oJthe AHt. 1Eutedar Rese�lrch and Des3sn.LLt,dJbJa Trinitj�(ERD Esrate;atton Re�'nrt M2546fl,t26.09-R3 f'pr Fi.12fi�'2-R3 �eitiftqte o��tuthcrizaUan N9503 Revisioq 3:03J1#2035 Pn'pared byf Robert Nieminen,PE-5��166 Appendi�;1,page 1 pf 18 �� .�. . , � � ` . . . � � .`��`��i�� ' �...., .... ,... .... ,.. .. . ... ... YIaBLE 4B=�. LIC�EiTUUEiGHT CQfNCRETTE b!!ER SZRUCTURAIL c:LINCRE'�E--NEW COIVSiIdUCYION � ..., ..,, SYS7��U1 TYPE P:tVtt{t'�IAISULATED,BflNDf:D R40�COVER S�ste:zn . _ Dedc RoofCov�:� IbiUF� �o: Rnof�ecls 1.�JilC �lesnbrane ._?�PPlicacior� tP� � LWC-9 MI�i.2,500 psi concr�te Mln.250 pst,Min.2°thick,�astizell Range II LWU� MuIE�-Hide TPO-c WB�d 20Q0 -67.� LWG10 IU�i}1,2,500 si concre�te Min.250 si,Min.2"thi MuEe=Hlde TPO-c p' p ck,��astizefl Range ii LWtC�EPS b'3ard aptionei3 {1tiult*-Hiae 1'i�0'� Bon�Jing Adhesive -z�'� Sfl0 n concrete Mtn,300 si Mtn.2"ifii ��asi3zeti Ra e!I CWfC no Et�S boarti) Muir;-Hide T�O-c ��l�=Hide TPO-c �g�:� ttNG12 IV�fh.Z, p p , �, � { BanE�ingAdhesive l.WG32 tV!!f h.2,SOQ psi coacrete M'sn.300 psi,Min.2"thick,hk(core Ce{lular Concrete Mul�z-Hide 7�?O-c W6�J4 2q00 -82.� Mu1�-Hide TPO-c 6WC••13 11l�1f�,2,500 psi wncrete Min.300 psi,Min.2"thick,relcare Cellular Cqncrete Mu1�.-Hide T�'O-c Bonf��ngAdhesive -135:� ... ,, ..,, .... ... ... ... MEn.36 pcf wet cas:densifij;�min.2tIQ psi,m€n.2:`tnch thlt Cetcore MF C�?liu3ar Cancre�{ca;t uuith � • ----LWG•14--Bl�f�.-2,50p psiconcreke--_.._ --- ` _ „ Mui�:-Htde 7�o-c WBB�!2000 -217:�a orwithout-min:1 FP5�iiorey�.lioard)=-See�NoteA: ---_.__.__.____.__._.. _.�__^-,____._____..---,- _T_...�.�. �_.__..�._ _. .._.__.,,�__�,_______.___-- �_ Min.36 pcf wet cast derysit�;roin.20Q psa,rrtin.2-inch thjt;�s Cekare(vlf CG!luler Concre��{Cast with Mul�Hld�TPO•c -- - - - .___._._. LWC�•25 M��,2,5fl0 psi mncret�r Mute-Nide 7�0-c -�F84.b ' or without min.1"IiP5 hotejj.board}. See Note A. Boni�ingAdhesive tVofe�1.j !f tNe t�iYC to be vsed an the proJect fs not Celcore lv7F,or!j the GWC is e�sUng in a re-roof(twar-oJ}j cdhd(tlnn,compressfve st��ngth orJ}�fastener wlthdrawaf reslsiance FesNng shall be conducted. Co�piessfve strength testing shalJ b�e in accartta»ce wtf�i.nST�t+t C495{for aeiv payr}orAS'�MC1p3(�arexistfng}uhilshott gl'etd amintmurn 1i70 pst;esutt Fititd wFtf+drawrrt rasistoncc test/ng accardrmce tvith TAS 3Q5 vnd s�ZhU yfetd alV1CRF of 55/fxf wtth ar��ufust fM-90 Base 5hc�etfvstet�er. $ E l�guesNon exlSts as to the adhesion#o i¢e LWGsurfacG field testin�in acrordance WrNh FM lPDS 1-29 or A!7N1 E9p��s recommended.All tast•;ng shall �e perfarmed by an aGcredted Le.s�trtg apency acrep8tible i:c the AFl1; TR,69.�5A: GY�'SUM bE�Ci(S-RERU[fF�7�ar�71Ff� .�_ -- - _�_ ------ •. ..,. ..., . —.-.��usr�rr-rv��4-x:eo�,;Eo-sn�su�ot�.�€a�va�o-�baaxs�v��t---___ ;�- __------ —__------ 6vst�rn Base_Insulatlon Layer� Top Insutation layer .,. , Roof Ckiv�r �d�l �{�: tRoof Qeclt -- Typ�, A¢gach .Type t�t#a�i 'lype Apgi�caYion {P5� E�Isting sound gypsum or I�l�n.1.5•inch ACFnam II,H-Shtef�i,ENRGY S or Poly I!ifl 1, .^ (O��tianal)�Hditional layers O-c 51�BBA 200� -12�:�a ��' �,�tsum piantc Pl��y�SO 2 �-� of ttase icys�l�akion CR-20 Mule-Hide'fP �'iilsting saund gypsum or (d�tional)Min.1.5•inch ACfoaHi il,H=Shield,EtdRGY 3 or Miri.;G-incfi'Dens�ed<or G�2. CR-20 ER-20 Mule-HideTPO-c 1�BBA2000 -12�'.S ��psum pla»!c Pktly!SO 2,Aoty 150 2 DeriS Deck�rime E�fisting sound gypsum or 11j11n.1.S-inch ACFaam II,H-Shi��d,ENRGY 3 ar Polp CSO i, (4ptlonal)k�ddiiional layers � iti�ule-Hide TFO-c G43, CR 20 CR-20 Mule-Hide TPO-c -232:5 �,psum piank Pl�ly ISO 2 of t�ase lnsll�atton �6nding Adhesive C�. ��isting'sound gypsurr ar (t�ptienal)Min.1.5-inc(1 ACfoar�i Ii,H-Shield,EiVRGY 3 or CR-2Il �in.3.-incf�De»s Dectc or CR-20 .. Mule-Hide TPO-c �U��i�� -232.5 g�psum plank Wdly ISO 1,Poly ISO� �ens Deck Prime �bnding Adhesive E�,teripr ReseaFch and Design,tLG dj6(a Trinity f ERD Evaiu�st3on Rep3st MI5d60.06.09-R3 far FLi27f2-R3 Cerrfilcate of�Uthorization#19503 Revislon.�;03/19/�b15 Prep+ared bp:Robes#Nieminen,PE-S9:E65 AAPendtx 2,Page i4 iif 18 � ! s ' . , � ' . .� �� , � , '�A�BLE 6AC RECAVERAPPLItATlO(VS ` Sy$7EN17YpE A-:ls BONb�D IRlSUTAFIOfV,BONDED R��F COVEIt �„�_ • To�In�dWatton Layee R�oof Cov�� Mof� Sy�im Subs4rate _ &3a'se Insuk'��i�n Layer .�. �� . fU�. (See Note 12) Yyype Atta� TVPB �4ltach TYPe Appl�cati°n . , Exii�ing asphaltic BUR or M18;1.5-Inch ACFoarh II,H-Shield;EIVRGY 3 or Poly ��Qd (OptionalJ Adclitional layers of base o��00 Mule-Hide UVBBA 20�0 or Mule-Hide _120.� p_y insulation TPO-c TPD-c8rlhdingAdhesive miiYeral surface cap stie�at i50_1,Poly I50 2 ._. Min.3�-inch Di�ns DecCc;Dens Decl: �ule-Hide WBBA 2db0 or Mule-Hide Exi`stln�asphahic BUR or (O fional)Min.1.S-in�h�,CFoatt{�I,H-Shiefd, OBS� prime or SECUI20CK�psum-Fiber 0!3500 Tpac 7'pp-c Bd"nding Adhesive �120.d a�`� m�iieral surface cap she�:t E�RGY 3 or Poly 1501,Poly ISO E Roof Boartl �„ O tional)Adclitiona!�ayers of base Cli-20 �ule-Hide �NBBA 2d00 -127:5 Ex�sting asphaltic BUR or Mrr�'.1.5-inch ACFoam II,H-5hielF�;ENRGY 3 or Poly ' CR-20 (�Su�ation TPO-c R-:s m�iVeral surface cap sheet ISC1,1,Poly 150 2 ,. Min.%-inch D�ens Dec�;or Dens Decic Mule-Hide " ExiSting asphaltic BUR ar t0 Bonaq Min.1.5-inch ACFoam II,H-Shield, INBBA 2�b0 ^12�.� ... � R_�} • CR-2d Prime or SECUROCIC 0°psum-Fiber Cl2-20 Tpac . m{Ne�al surface cap sheet E �GY 3�r Poly ISO 1,Pbly ISO� Roof Board ,�, •-• �- '�' ,.,, ,.,, .�. � -- —-- - --—•.,_�..----- --- -- --------------. .� — --- - ----�-Mu1�Hide-- IViule-Hik��TPO-c-Bonding --- - - --------- Exi�ting asphaltic BUR ar M�H.1.5-inch ACFoam Ii,,H�hie�i�,ENRGV 3 or Poty GR-2d lOptional)A�d��itional �yers ofbase ��_Z� iadhesive„ ��2� R y ;, insulation TPO-c �• miNeral surface cap sheet 15d,1,Poly ISO 2 ,., • �� . • ! Min.%rinch Dens Decl't or Dens�ecic {�/Iule-Hide IVlule-HiF�e TPO-c Bonding i -�2..� Es�isting asphaltic HUR c�r (dptianal)Min.1.5-Inch ACFoar�i II,H-Shield, �R_Z� prime or SECUROCt(G�rpsum-Fiher CR-Z� TPO-c �4dhestvE ��' miheral surface cap s�heet ENf�GY 3 or Poly ISO 1,F'aly I50� Roof Board � .., �— ... .. Evalwation RedElrt M1506D.06.09-R�fnr FL12772-R3 Exterior Rese�fth and Desiga,LLC,d/b,/a TNniry�ERD Revieion 3:03/18f�015 Certificate of�(�thorizatlon�9503 Appendix 1,Bage 15 tlf 18 Prepared by:�bBert Nieminen,PE-59:t6fi - � .. r ' , ` � �[��E��If 1�`� [��,� ;� r � TN,�LE 6p:�tECO'VER APPLIGR+T1i5NS � > ..�,�� „� S't5TEMT1@?�F-�:NEVilLIG9i�WEiC6tRCi��l�RE'CEQVEREXtTlSTI�11GRt�2�}�,BOtUDEOR�QFCOlfER ,�, „„ ��„ 5�,/s�:�m _ Si�bsfratQ�See No4es!Si iZ) ... Roof Cover ��►, Dectt Ettis4iog Ronff . LigllttaUe3gh2 Concre:fe — MOP{�� ` rn�� A�� R�g ctural E�tisting asp alt BUR or smooth-or granui�-surface Min.�!50 psi, ' n.2-inch thicl�Elast:iaell Ral��e II Mule-Hide TPO`=c W BBA 2q00 -675 �uncrete S6S modifie4�.bitumen LWiC(EPS ba��d aptional} R.�g Structuraf Existing asp�i�ft BUft or granuie-surFdce Sd�modified Min.:!50 psi,�ilfin.2-inch thict�,�tas�izell RaHge it Mule-Mide TPd=c Mule-Hide Tt�i]-c Bonding 3Q2 5 ,�oncrete botumen ,.., ,,,, LWIC(EPS bn�Fd optional) .,,, ; ,., AdG�esive R 30 Sttuctural �isting asp att StJR or smota#h-surFace S��modified Min.sS�psi,i�+Cn.2-tnch thictt,�lastizelt Ra�ge t! Muie-Nide Tp0'=c Mule-Hlde T#�1?-c Bonding -34Z.0'.f .�oftcrete bStu�men LWIC{EPS bo�kd optionalj Ad�esive i � i i E�cterior Resea�ch and Desigri,tlC,djb,/aTrinfty�ERD Evaluatfon Repo�t M15050.fl6.09-R3 fpi'FE2277ti�R3 'I Certifipte of k�Uthorizatian�39503 Revislon 3;Q3/iS/2��115 PreEared by:�obert Niemihen,PE•59k66 Appendix 1,f'age 18 0�18 �_ � -- - —- — - - �— J