The URL can be used to link to this page

Home My WebLink About16-17208 CITY OF ZEPHYRHILLS ._ 5335-8TH STREET (813)780-0020 208 �, ' ` BUILDING PERMIT ' - PERMIT INFORMATION • LOCATION INFORMATION ` Permit Number: 17208 Address: 5209 8TH ST 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: 11-26-21-0010-18400-0010 . Improv. Cost: 2,300.00 ' OWNER INFORMATION Date Issued: 3/30/2016 Name: ZSC INC Total Fees: 225.00 Address: 5209 8TH ST Amount Paid: 225.00 ZEPHYRHILLS, FL. 33542 Date Paid: 3/30/2016 Phone: (813)788-7924 Work Desc: REROOF RUBBER CONTRi4CTOR S - - APPLICATION FEES TKJ CONSTRUCTION COMPANY INC REROOF COMMERCIAL 225.00 � � � � Ins ections Re uired DRYI ROOF SP TAPE JOINTS R OF INSP FINAL � - REINSPECTlON FEES: (c)With respect to Reinspection fees 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 property 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. -�_�-:_-.__._ CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City af Zephyrhills Permit Applica#ion Fax-813-780-OQ21 Buliding Department - Date Recefved+ 3"2!l JCj Phone Contact for Psrmittln — awner'�Narne � �' C.- , '�� Owner Fhone Number Owner's Address J�J \ OwnerPhane Number �� Fee Simple Tltleholder Name � � Owner Phone Number � � . �---- Fee Simple Tltleholder Address � �° JOBADDRESS �J�..� � � LOT# �_N� SUBDIVISIOiV � � PARCEL 1D# (OBTAINED FROM PROPERiY TAX NOTICE) WORfC PROPOSED ° NEw CONSTR ADQtA�T � StGN Q [� DEMC?LISH INSTALL � REPAIR PROPOSED-USE [� SFR Q COMNI [� QTNER TYPE OF CONSTRUCTION Q BLOCK " �] FRAME G� STEEL CJ DESCRIPTION OF WORK ��9� ` �Sl�\ � � ��QQ ' \ '�` BUIlDiNG SIZE �4�1�� 8Q FOOTAGE C'� HEIGHT ��"d�N�' $ �� ("'�� VALUATION`O�F TOTAL COIVSTRUC`f�ON -�} �� J l , QE4ECTRIGA� �� AMP SERVICE [� PRt)GRESS ENEFtGY Q W.R.E.C. [�PLUMSING � � . �� [�MECHRNlGAL $ VA�UAT[ON OF MECHANiGAL INSTAI_1AT10N �[��D�� OGAS Q ROOFtiVG � SPECIALTY �� QTNER �./ FINISMED Fl.00R ELEVAT S ��✓��:� ,nr� IaN FLOOD ZONE AREA QYES. NO ,��U�"_p' �`� � �} �,�b � BUt�DER COMP�WY 3'� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/.N I Addrass License# � � I E�EGTRICIAN COMPANY SIGNATURE �' REGI$7ERED Y/ N FEE CURRE� Y/N Address License# �� ' P�UMBER COMFANY �I SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N j Address License# � � MECHANIGAI. GOMPANY - I SIGNATURE REGISTERED Y./ N FEE CURREA Y/N� iAddress __ W_.__---.--- ` licerise# � � _ COMPI�NY.. �� C��4J�- �}t� ! OTHER i� fY A�.�` ��t��:l'` � ��-� � SIGNA7� �' �� REGISTERED Y/ N .. FEE CURRE� , Y•L N, . �N�� Address C�p�'t' �..� License# � � RESt0ENT1Al. Attach(2}Plot Plansl_{2}sets:of=Buliding''Pians,`{1)set af Energy�Fortsss;R-0=W Permif for new constructian, Minimum:ten:(10),wor{cing:days;after;subriilttal date. Requlred onsite,Construction-Plans;Stormwater'Plans w/S(It Fence installed, Sanitary Facilities&-�1,dumpster 5ite Work>Rertnit for'subdiyisionsAarge proJecis -: ` _ COMNIERClAi,. Attach{3}camplete sefs'of Bu3til3rig�Plans plus a Ufe Safet}r Page;{1}set af Energy Fonns.R-Q W Permif for new construction. Minimum ten(10)working days�after submlttal date. Requtred onsite,ConstrucUan Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilides&1 dumpster..Sfte Work Permlt for all riew proJects.All commereial requi�ements must meet eompitance BtGN PERMIT Attach"(2}sets of Engiiteered�Plans.� .�,. •`""PROPERTY SURVEY reguired for all NEW canstrucfJan. Dlrectlons: ' FIA out applicatlon completely. Qwner�Contractor sign back of applicaaon,notarized If over a2500,a Natice of Comnnencement is required, {AIC upgrades over S764d) , " Agent(for the contraotor)or Power of.At�qmey,(for the owner)_would.be someane with notarized letter from owner authorizing same DVER TFFE CbUfi1TER.PERM1'fTiNG {Front of ApplEca#tore;Oniy}'.,'� , �� Reroofs if shingles Sewers ; Ser`vice Upgrades A/C'` Fences.(PIIoUSurvey/Foatage) ^ D�iveways-Not over Caunter if an;publicvroadways;.needs:ROVt(,":.�,. ,.. NOTICE OF DEED RESTRICTIONS: The underslgned under.gtands��.th�t,this;.p�r:mlt:may,be.sub)ect.to,°deed"_restricttons° �, which may be more,;rest�ictive�th�n County�regulatfons. �The�undersigned�assumes-responsibiltty for coinpliance witti�any applicable.deed restricttons. " � _ , UNLICENSED CONTRACTORS -AND -CONTRACTOR RESPONSIBILITIES: - If the�owner-has hired a contractor or ' contractois to undertake work, they may.be:ce�quired:.to:be>,Iicensed In accordance.with state.and•local regulations. .-If�.the contractor.:ts.not}J(censed as requlced"'tiy law, both the owner and conVacto��-inay be�clted�for a�mtsdemeanor violation under state law. If the owner or Intendedl contr.actor<are,uncertain as to what Iicensing.requirements.�may�apply:�for�tiie • intended uvork, they are advised to contact the Pasco County Bullding'Inspection�Dlvislori--Llcensing�Section at 727-847- 8008. Furthermore, If the owner has hl�ed" a contracfor v� contractors, he Is advised�to have the contractor(s). sign portions of the "contractor Bfock" of this application for which they will_be r.esponsible. .If you, as..the owner'sign�as`'the co�tractor, that may be-an indication that°he-is not�.properly Iicensed and�is not entitled to perrriitting privileges tn Pasco County. � • _ _ � ` TRANSPORTA710N:IMPACTIUTILITIES-�IMPAC7•ANb RESOURCE RECOVERY�FEES:��The undersigned understands that Transportation Impact Fees and.Recourse Recove.ry.Fees may��apply�#o°the constructton of new bulidings,..change of use in existing buildings;or-:expansion::of�existin,g'�6uildings, as specffied (n Pasco County,Ordlnance number 89-07 and 90-07, as amended..,The undersigned also�understands, that�such fees��.as,may�be�due;:twill:.be identlfied at the�=time of - �� permitting. it is furtlie�'understood that Transportation Impacf"Fees and=Resource Recovery`Fees.must be pald prior to receEvtng a "certificate.of-occupancy"or flnaF powec�release. :If�the,project;does:not involve a..certificafe of occupancy o� � final power release, the.fees mu�t be paid prior to permit is`suance. F��thermoce;if Pasco,.County�lNater/Sewer=�lmpact fees are due, they.must be-paid pNor to permit•Issuance�in accordance with.applicable Pasca County oi�dinances. CONSTRUGT00Rf�LIEId"LAW�(Cfiapter 713� Flor�da St�tutes,as amended): If valuatlon of work is$2,500.00 or more, I certify that I, #he__applicant,: have-been provided with a 'copy of the "Florida��Constructlon� Lien _Law=-Homeowne�'s Prot�ctfon Guide" prepared by the Florida Department of Agric,ulture and ConsumerAffairs.� If th� applicant is svmeone � other than the"owner", I certify.that l�have.obtained a copy of the above.described docurnentand.pro�ise in,good faith.to � deliver it to the°owner"�>prior.to:�commencement: ' ' ' � • CONTRACTOR'S1011VNER'�AFFIDAVIT: I.ce�tify that all the.lnformation in�this appllcation is accurate and that all work will'be done in compliance with all applicable laws regulating construction, zoning and�land�development. Application is hereby made to obtain .a permit to do work�and instailatlon as Indlcafed:�� `I certffy-that no work-or Installatton has commenced prior to Issuance of a permif"and that.all work will be pertormed to meet standards of all laws regulating- construction, County and City codes, zoning regulations, and land development regulatlons-in the�jurisdtction.. ( al'so certify that I uadersfiand that the r�gulatlons of other government agencies may apply�to the intended work, and that it is � my responsibility to identify.what.actions I must take:to be,in:.corr�pliance:,Such agenoles Include but-are.not Ilmtted to: - Department of Ehvironmental Protection-Cypress.Bayheads, Wetland Areas and Env(ronmentally Sensitive Lands�Water/Wastewater Treatment. - Southwest Florida Water Management District Wells, Cypress.5�Bay.heads; Wetland Areas, Aitering Watercourses. - Army Corps of Engineers-Seawalls,�Docks, Navigable Waterways. - Department of Health� 8 Rehabilitative �ervices/Envfronmental Health Unit-Well.s, Wastewater�Treatment, Septic Tanks. , - US Environmental Protectfon Agency-Asbestos abatement. - Federal Aviatlon Authorily-Runways. I understand that the follow�ng�restrictions apply to the'use of flll:• - Use of flll Is not allowed in Flood Zone°V"unless expressly permitted. - If the flll material is to be used.�in �Flood Zone. "A", it. (s understood that a drainage plan addressf�g a "compensating volume" will be submitted at time of permitt(ng which Is prepared by a professfonal engineer Iicensed by�he 5tate-of Florida: - If the fill material is to be used in Flood Zone "A" (n�connectlon�wlth:a�permitted building using stem wall construction, I ce�tify that fill•.wlll�b.e used oniy.to.fill the area wlthin the stem:wali. - If flll material �(s to� be �used in any area, I �certify that .use. of such flil vvill not adve�sely affect adjacent properties. If use of flll Is found to adversely.affect adJaEent�properties,.the owner may be cited for violating the condilions of tfie�tiuilding-.permit issued under the_at�ached permit appllcation, for•lots less than one (1) acre which are elevated by�flll,an engineered dralnage pian is required. . If I am the AGENT FOR THE OWNER, I;promise in good falth to inform the ownerof�the permitting conditlons set forth fn this affidavlt`prior to commencing construction. I"understand that:a�separate permlt may be requtred for electrtcal work, plumbtng, signs, wells, pools; air condttioning, .gas,�or othec ins'tallations not.spec�flcally included-in the application. .A permit issued shall be construed to�be a'license to�p�oceed with tlie work and not as authority to.violate,cancel, alter, or set asfde any provis(ons of the technical.codes; nor shall issuance�of a.permlt.prevent the Buildirig Officlal from thereafter requiring a correction af errors in.plans, consfiructlon or violatlons of any codes. Every permit issued shall become invalid unless the work authorized.by such permlt�Is-commenced�wtthin sfx months of permit Issuance, or if work authorized by the permtt is suspended or.abandoned�for a:period of six(8)montF�s:after the time the�wowk is commenced. An extension may be requested, tn writing, ftom 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 day.s,..the Job is considered aba�doned. WARNING TO OWNER: YOUlt.FAILURE.TQ,REC.OItD A NOTIGE OF�COMMENCEMENT<MAY RESULT IN YOUR PAYING TWICE.FOR 1MPROVEMENT3-TO YOUR<PROPERTY. -I��YO.U�IN�END�`TO`OBTAIN•FIId�t�EiNG;�CONSULT —_WITH Y_ UR LE. D �O � ANATTOR EIL.:� �- . E��REC01t�D G�:YOUR� O � �E T'- __�_ ,___ a.- FLORIDA JURA��(F.S.117.03) �.��•----� - _ _= _ -�_--- OWNER OR AOE �-,.Y!� r.`"__..�..�� C �� J — _ . �T �J J_-- Subscrlbed and' _ nned)�befo`reyme this libscr� m-to-(o�'8flf'rrned)'before me thl5 Who is/are personally knovm lo.me or has/have produced Who:(s/are ersonally own tu me or has/have produced • as Identlflcatlon. - as Idendflca0on. Notery Public _ •� Notary Public Commisslon No. � Co m slon. "'�"'�•� ;.e �::: Commission#FF 150422 Name of Nolary typed,printed or stamped Name of Nota C�p ;� nte�daait , �ARRdauranceeooae5-iots , i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii 2016042844 ; � ' � Rept,:1756656 Rec: 10.00 DS: 0.00 IT: 0.00 03/21/2016 K. D. K. , Dpty Clerk Permit No. Parcel ID No -� NOTICE OF COMMENCEMENT State of 1 '-'-'" `�� County of�pSC� THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes, the following infoRnation is provided in this Notice of Commencement: 1 Description of Property Parcef Identification No. � �-��C � 'Li ��(J '� ��'� T-�f �1 StreetAddress: _ __��`�_____f� �"� �,��J�`� ��5� 2. General Description of Improvement �f��lA 1��U 1��.n �5 3. Owner Information or Lessee information if tfie Lessee contracted for the improvement: Z`�� !,�i - 2� C 1 +�C� 2�'Q�v�C��11�5' �1,U=�1P t�-Q `��Name Address u� n City . State _ � Interest in Property� �� 6M � � Name of Fee Simple Titleholder ' (If different from Owner listed above) .- Address ��'/)`� �� ^.�S�(�,�� Ciry State Contractor� � J� i" �S 1 l m�.,, Md�1�.1�'C 1 GQ.�,nLC� -�?�/\`J��S � ' , Addre s City `� State Contractor's Telephone No.• �� 5. Surety: ��►-� �1�'�lX? �V �LA��/� Name . Address ' � Ciry State Amount of Bond: $ � Telephone No. ' 6. Lender• Name � Address City State Lender's Telephone No. 7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number ot Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under pe�alty of perjury, I declare that I have read the foregoing notice of commenceme�t and that the facts stated therein are true to the best of my knowledge and belief STATE•OF FLORIDA , � COUNTY OFPASCO . - , Signature of Owner or Lessee,or Own rs or Lessee's Authorized O�cer/Director/Pa ner/Manager , �Of}i2L� ��iE'S��- Signatory's Title/Office The foregoing instrument was acknowledged before me this��ay ofL�2��by /'T��r�'L ��d�� _ as D��`7G��f� �type of authority,e.g.,officer,trustee,attorney in fact)for . (name arty o�behalf of w om i etru�nt was executed). e Personally Know��Of3+Produced Identification❑ Notary Signatu � Type of Identification Produced Name(Print) ��/-S <` � � ..;��'�"•`yk�; SHIRDEN K.DEL COTTO =*c �- MY COMMISSION#EE 198857 ��,��a�� EXPIRES:June 26,2016 ,p,'F;�:�� Bonded Thru Notary Public Underxvi}ers wpdata/bcs/noticecommencement_pc053048 � . � PAULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLEh 03/21/2016 11:19am 1 of 1 OR BK ��q,� PG 62'1 fr':�5`�_'. . ._ __.n'.,.W•' ` aiT�'z 6' A '��, ;7�:. '_ - ' . �n��r�r� PageNo. of Pages :;. V L l• SUN STATE ALUMiNUM, INC. ��. Ce�1�� 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 ; (813) 788-7308 :� , SUBlWTfED TO PHONE TE' �� l �� .�e� - ,_��, .� CRY,STA and 73P - .WB LOCATION w--� �� '�� DA7E OF PLANS JOB PHONE We hereby submit speciflcatiorrs and esdmates Lor. �_ • • '�.,�-_'"`'..._. .-.._�.. ._. ._.... ......._. ..._..__. ...._....._._.._.._.._... :��_ _ -: �`C� �� _ _. .. a._.. W_..__.__._.__.. ._.. .__. _._ ..._. ......:_..__.__... ._..._.... .. . . �'""' . ..... ... ... ._._..._....�"°"'",�'..�`�_.._...._.__....�.��,�,.,r.._... ._.__.�,.�..lJ_.�....�.. ... ._. ...... _.._. ._. ._. ......_. ... ._..... ._. ... ......._.._. ....._._...._..__... ...._. . ...._. ... .. ._.._._._._._._.... ...... __. ...... ._.._........_....__..._.._. ._._.. .._._.._._._.. ._. .__.. ._.. ._._.._._.._.._._. . ._. ....��..�s,�..�.�.A._ � n �� ^� ._.................. ._. .: ........ ... ._._.._..._.... ._.. ... ._._ .. . . . .;� _._..__..-n',�_�_.. ._ � ._ .��. � ._. .._._. � ..... ._..._..__..__.. _......._....__... .._.. ..._.._. ._... ... _ ._. ._. . ....._ ._._......... ._...._ _.___. ... _._...._. . . _._ ..._. .-.---. . � . .. ...._.._ ._...__. ... ...._�_ ......_.. .�C�--�' .._.. .._.�_..._�__..._.._...._._. . . .__._. ..._._._.... ... _. ..._. .._.._.. . ... ..... ._........._.._...._._. _._..__�-.-. ---.. .- " � _ � ... . ... ... _._. ..._._._.._._...._ ... ._._._. _. . _.. ..... .. . .. .. . . . . .. . .. ... ._...... ... .._. _..__.._._. ____._.._. __. . .. ._ . ... .__ _._._. _. _ . . .....��..._..__._.....__. ._. ._. ._.... ... ...._._..-.--.--. .. _. ._.... ......_ _._.........._.._._ . ....... ._.__._.. ...... .._._ ._._._......__...._._.... ..._... .__... ._.... _ ._._.___._.._.._..._....._..._.. .___....__......._.��..... .�� . . _ ._......._...._.....__....._....._.._._.__._..._._.__...___....._..._._._.._ _..�__ `��...._._.._._� ._......_cA,r,�,��_..........._._.__._._. . � .._. _... ....__....__.. ._.._. ._.._..._. ....._._. ...._._._.. ._. _... .._....._. ._....._.__....._. ._. ... ...... .. _. ._ ._ _._._ ..._.__.._._.._...._. ... .._.._.__._.__.. ...� �� ..._.�'. _. �. _ . ...... _ ....�......._._.__. ............._. ._..__..____.._....... ._.... � .__.._..._._.._....____.__._._.._ ... .�-'��..._._._._. ... .. ... .. ._...... ._. _._...._._. ._...... ._.__.._... ... ... ....______.__.__.._. ._ r � � /� � ,c�.� �e��f�'� . .��9�� . _ ,IttCAC hereb omplete in accordance with above specificatlons for ihe�um,of: - - dotiars(�� r�••D �. PaymeM taba made as follbws: ' All unpaid batances subject to 9.5%monthiy Interest fee. All matsrlal is guararrteed io be as specifl�i.All urortS to be compteted tn a wotlananfike tiia�ner aocording W standald P?actices.AnY etteralion or deviation from ebove speaficatfo�r: . hnrotvHg exua costs witl be exeCirfed onry upon w►Itton ordera,snd wlil 6ecome an extra charge over and aWva tt�es�flmafe. M agreements contingetti t�pOn stn'kes, ' , or aetays neyond a,r conuaL c�wrter to aarty_fire.mmaao ar�a outer re�ary insi, � . � : �`p►'Opos21 may be our uwAcers are funy covered�+worlanan's CompensaUon�nsurance. , ±!,rratRitl6y us[t not acoepted mnthin days. X�CCC�LAIT�e Of 1GLDII�r��—The above prices,sP�cificatians artd conditions a►e satisfactory and are hereby accephed. You are authorized Sigr�ture to do the work as specified. Payment will be made as outfined above. ' Date of Acxeptance: Sfgnahrre � i� �� '��'r�s� Y � � . � EXTERiOR RESEARCN&DESiGN,U.C. Certificate af Authorization A�9S03 T�� 353 Christian Street ERD o��ta,cr o�a�� PHONE:(203)262-9245 �AX:{203}262-9243 EVALUATION REPORT Mute-Hide Froducts Ca,,1nc. fvaluaiian Repart M35050.06.Q9-R3 � 1195 Prince Hall Drive,Suite A FL32772•R3 � Seloit,WI 53512-5481 Date af lssuance:06/24/2009 Revision 3:03/18J2015 ' SCDPE: , This Evaivation Report is iss ed under Rule 61G20-3 8nd the appl'sca6le rules and regulat'sons governing the use of I construction materials in the 5 ate af Florida.The documentation submitted has been reviewed by Rabert Nieminen,P.E.for i use of the praduct under the 3orida Suilding Code. Th�pr�duct described herein has been evaluated for campliance with �� the 5`�'Edition(2014)Florida B ilding Code sections noted herein. � D�sat��or�c MuFe-Hide 7P Single Pty Rao#Systems � laeeun��: Labe3ing shaH be in�ccardance with the requirements the Acczedited Quality Assurance Agency noted herein. � CONTiNUED COMPW4NCE: This atuation Report is valid until such time as the named product(s) changes, the referenced � Quality Assurance documenta ion changes,or provisions af the Code that relate to the product change. Acceptance of this � Evaluation Repot-t by the narri d client constitutes agreement ta notify Rabect Niecninen, P,E.if the product thanges ar the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review af this Evaluation Repart ' relative ta updated Cade requ rerr�ents with each Code�ycle. ADVERTISEMENT: 7he Evaluatia Report number preceded by the words "Trinity � ERD Evaluated" may be displayed in , advert'ssing literature. !f any p�rtlon of the Evaluation Repart is disp{ayed,then it shaq be dane in its entirety. IIMSPECTION: U on re uest, a co of this entire Evaluation Report shalt be ravided to the user b the manufacturer or its P q pY P Y distributors and shall be availa le for inspection at the job site at the request of the Building Official. This Evaluation Report consist, of pages 1 through 4,plus an 18-page Appendix. Prepared by; �ystittttrenr� � ��1�;�.�S-.�Ifi�'ii�. ` PS.✓'� :';�i. �^"� 'o'.r.w`ce.•a�., �.,, ./'""� �.C s�tah'"''%% �=.'�''F .ir� �t: + i ':9��h s'n�=-.�'{fT�• The facsimlle s¢al appearirg was autharixed by Robert Nieminem, �O�tE'CL�.M.�t@Yi'!t(18ftj P.�. ; Lr�:'�?.J=,, P.E.bnQ3J2BJ243S. FhisdoriratserocasantleRfOtdultYssB��d Flarfda Registration No.59166,Florid ACA ANE2983 'i''�,S��t j,�4�;�� daomeoc Stgned,seated#�ardcopies have bee�+transmttted tp the �.-:�In�n.nt�`�f PraductApprovalAdminrstratorandtothenamedGlent CERTlFICATtQN 4F INOfPEl+tDENCE: 1. Exteriar Researcfi&Design,t�LC.dJb/a Trinity � EftD daes nat have,nor daes it intend ta acquire or wil!it acquire,a financiai irsterest' in any company manufactur�g or distributing products it evaluates. 2. Exterior Research & Design, LLC. dJbJa Trinity ( ERO is not owned, operated or controAed by any carnpany rnanufacturing ar disiributing products it eval tes. 3. Robert Nieminen,P.E.does ot have nor will acquire,a financial interest in any company manufacturing pr distributing products for wh3ch the evaluation reparts re 6eing issued. 4. Robert Nieminen,P.E.does �ot have,nor will acquire,a�nancial interest in any ather entity invalved in the appraval process of the product. S. Tfiis is a buiiding cade evalu tion. {Veither Trinity�ERD�or Robett Nieminen, P.E.are,in any way,the Designer pf Recard for any proJect on which this Evalua�ion Repart,or previous versions thereaf, is/was used for permitting ar design guidance un�ess retained specifical{y fo�that purpose. 1 � � . • TRINITY�ERD ROOFING SYSTEMS EVALUATION: � 1. SCOPE: Pradud Category: Roofing Sub-Category: Single Piy Roof Systems Compliance Statement: Mule-Hide TPO-c Single Ply Roof Systems, as produced by Mule-Hide Products Co., Inc. have demonstrated complian e with the following sections of the Florida Building Code through testing in accordance with the foliowing Standards. Co �pliance is subJect to the Instaliation Requirements and Limitations/Conditions of llse set forth herein. 2. S7ANDARDS: Section � Pro Standard Year 1504.3.1 Wind FN14474 2004 1504.7 Impact FM 4470 1992 1507.13.2 Physical Properties AS'fM D6878 2008 1523.6.2 Wind TAS 114 2011 3. REFERENCES: Errti Ezamination Reference Date ncec(rsras�i� Tasiia o�-osi oans/zoo� acac(TSTaen) Tas ua o�-os9 io/is/Zoo� ACRC(TST4671J FM4470 30-009 OS/19/2010 ACRC(TST4671) FM4470 11-035 06/28/2011 acec(�ras�i) FM4470 iaoia oa/zs/zoio ACRC(TST4671J FM4470 10-019 OS/25/2010 ATI(TSTS588) FM4470 0137050.01 03/13/2000 ATI(T5T1588) Physinl Properties 0137490.01 OS/26/2006 ATI(TST1588) TAS 114 D7772.01-309-18 07/09/2014 ATI(TST3588) TAS 114 D7772.02-109-18 07/14/2014 rn(Tsr isn) Tns iia cnn-iosR io/i3/zooa CTL(TST 1577) TAS 114 CfU►-lO5R-1 10/13/2008 CTL(TST 1577) TAS 114 CTLA-IDSR-2 10/13/2tS08 rn(Tsr isn► rns iia rna-iosa io/ie/zoos cn.(Tsr is») rws iia au�-ioeR-i io/i5/zooa CTL�TST 1577) TAS 114 GTLA-106R-2 10/16/2008 CTL(TST 1577j TAS 114 CTLA-lO6R-3 10/16/20D8 rn�rsr is��) Tas iia rna-iosA-a io/ie/2oos rn(rsr isn) ras iv c�iiiR 01/13/2009 ERD(TST 6049) FM4470/FM 4474 02764.09.05-R1 12/10/2007 ERD(T5T 6049� Physical Praperties C32760.01.11 Ol/19/2011 ERD(TSi 6049) FM 4474 MSB30.10.07-Ri OS/23/2009 ERD(TST 6049) FM 4474 M30780.09.09 09/23/2009 FM{T5T1867) FM4470 3Z9A1.AM SO/15/1997 FM(TST1867) FM4470 3001522 03/26/1999 FM(TST1867) FM4470 3Q03393 03/30/1999 FM Approvals(TST1867) FM 4470 3012879 04/04/2W3 FM Approvals(T5T1867) FM 4470 3013584 06/27/2003 FM(T5T1867) FM4470 3014692 08/OS/2003 FM(TST1867) FM4470/FM 4474 3017662 06/07/2005 , FM(TST1867J FM4470/FM 4474 3023032 07/20/2005 FM(T5T1867) FM4470/FM 4474 3020845 Ol/25/Z006 FM Approvals(T5T1867) FM 4470/4474 3023458 07/18/2006 FM(i5T1867) FM4470/FM 4474 3022174 09/25/2006 FM Apprordls(T5T1867) FM 4470/4474 3026964 07/25/2007 FM Approvals(T5T1867) FM 4470/4474 3029840 09/08/2008 FM Approvals(TST1867) FM4470 3037400 09/02/2Q09 ' FM Approvals(T5T1867) FM4470/4474 3036762 03/08/2011 FM Approvals(TST1867) FM4470/4474 3041535 O6/08/2011 FM Approvals(T5T1867) FM447D/4474 3039340 06/24/2011 FM Approvals(T5T1867) FM4470/4474 3039762 09/07/2012 PRI CMT(T5T5878) TAS 114/FM 4474 CST-016-02-01 OS/04/2011 UL,LLC(QUA9625) Quality ConVol MLA OS/18/2007 U4 uC(QUA%25� Quality Control Service Confirmation(supplier) Exp.06/OS/2016 Fxterlor Research and Desiga, Evaluatlon Report M15060.Q6.09-R3 � Certlflcaoe of Authorfratlon�9503 FL12772-R3 Revtston 3:03/18/ZO15 ' - a�ae a of a � � TRII'�IITY�ERD 4. PRODUCT DESCRIPTION: � The following roof cove.s are mechanically attached or fully adhered to Approved substrates using fasteners,stress piates and I adhesives,as outlined in he Limitations/Conditions of Use herein. ➢ Mule-Hide TPO-c me brenes 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 membranes are nominal 72-mil (1.8mm) or 80-mil (2.Omm) thick, polyester-scrim reinforced, thermoplastic olefin PO),single-ply roof inembranes. ➢ Mule-Hide TPO-c FleEce Back membrane is a nominal 45-mil (l.lmm)or 60-mil(1.5 mm)thick,polyester-scrim reinforced, thermoplastic olefin �TPO)single-ply roof inembrane with a polyester fleece backing. 5. LinnrrnnoNs: 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 speci�cally for that purpose. 5.2 This Evaluation R�port is not for use in HVHZ. • 5.3 Refer to a currentd Roofing Materials Diredory for fire ratings of this product. 5.4 For steel deck ins'tallations,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 aluation herein pertains to above-deck roof components. Roof decks and struciural members shall be in accordance wit FBC requirements to the satisfadion of the AH1. Load resistance of the roof deck shall be documented through proper c�dified 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 membrane or strip-bonded insulation, the maximum design pressure for the• selected assembl'�shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commor��y used methods are RA5 117,RAS 137,FM LPDS 1-29 and ANSI/SPRI WDS. Assemblies marked with an asterisk•carry th� limitations set forth in Section 2.2.1.5.1(a)of FM LPD51-29 for Zone 2/3 enhancements. 5.8 For assemblies w�h all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed cntical design pressure determined in accordance with FBC Chapter 16. No rational anatysis is permitted ,, for these systems 5.9 For mechanically ttached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck , . for withdrewal r sistance. A qua4ified design professional shall review the data for comparison to the minimum requirements for t e system. Testing and analysis shall be in accordance with TA5105 or ANSI/SPRI FX-1. 5.10 For bonded insula�ion or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof s'rface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring s�rstem performance into question, field uplift testing in accordance with ILSTM E907, FM LPDS 1-52, AN51/SPRI IA-1 or�A5124 shall be conducted on mock-ups ofthe proposed new roof assembly. 5.11 For bonded insul�tion or membrane over existing substretes in a recover installation,the existing roof system shall be capable of resisti�project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in ac•ordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124, 5.12 Metal edge attach ent(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for res tance in accordance with AP1S1/SPRI ES-1 or RAS 111,except the basic wind speed shall be determined from FBC Figure 1 09. 5.13 All products in th roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. Exterlor Research and Design,LL . EvaluaUon Report M15060.06.09-R3 LeitlfltaAe o�1Wthartratlon N9503 fL12772-R3 Revision 3:03/18/2015 Page 3 of 4 � TRINITY�ERD i, 6. INSrauA'noN: �, 6.1 Mule-Hide TPO Single.Ply Roof Systems shall be installed in accordance with Mule-Hide Products Co., Inc. published � installation instr'ctions,subject to the Limitations/Conditions of Use noted herein. ', ' 6.2 System attachm'nt requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the r sult 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 o,design wind pressures. 6.3 For mechanicaily fastened membrane systems (Type DJ over profiled steel deck, membrane shail be instailed running perpendicular to; teel deck flutes. 7. BUILDING PERMR REQUI ENTS: As required by the Build g Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURiNG PtAN : Contact the noted QA a ency for information on product locations covered to F.A.C.Rule 61G26-3 QA requirements. 9. QuauTr Assu�an�ce E . UL,LLC—QUA9625;(41 )248-6409;karen.buchmann@ul.com - NE 1&PAGES THAT FOLLOIN FORM PART OF TNIS EVALUATION REPORT- Extericr Research and Design, C. Evaluatlon Report M15060.06.09-R3 CeiEyJcateelAuthoMsadonA�9503 � FL12772-R3 Revlston 3:03/18/2015 Page 4 pf 4 . � TRINITY ERD a�{_ - ...*S: ad:.t " - - ::Lr.p,�. � �f-a .v1 �rJ�C"h1S("�a`:-�s11';:^.iF^x xx:l.. _ , ��y yy� '--::.R'+ ..c:� ysl »t" :V�,- "G: r.4�'..:.%;�� i.�..c�{°'-, wr':a:� y :'�- 'M .ds? �,vR�.F r.r ".l':.:.y�c as:5;.,� .b. C" � .i„ �3 K:Y�. Q�� e��,,.q� �}� '�i�`F�� [�.��} ��1C'+°_� r,� ii:•;..�. .,r.. .3:,�_i... r��:,.. - - ,%S�'-s' u ".�s, '�.. .✓..�..� :,t-<.',ti',1�... .�,�".: rx.� 1.1_ »a - :`�"� .'r�3'.�.x;::,'-�..^.'ao. ;t:" „i:s�::`... �'>��s'�`fi" .t,. "a^� -- .M�.'f p��S�`��i' •r:� Y�• Y p�-.yny1 a+�' ?>_ .,;� 3,. r s. ,�a 3�;�;.}' �„ �,.z:,#4'y',.� h>'`JY.-, -'�'. �" 'i�`'+�:.. e'1.; � '1 .(Mr i'��A�Jt 'G F 'if!' V „'A�;�3�,� RY �J�;.? 'kx ,# .w.riS N�l �b: i&,�h7 �r. �' 'kLw �t 5i..•*t�'.t 'i T.,'£,z• !�'='c?�iSi'4'�t.v��:,�� .w:,.�.��.., »:�K��;�^"dF"t1p±'^»•., �e�f.��^.� .,�?kk;�S:'i��..> �. ��;s.�.��=�,,,�''�F ^Ji'°•.,._.?. }� :s .�.�`v_-` �%,:^c.�al ...�w .�. a3 k r,�` �i ,.�...< 3�. ,��:,x a �t.4- ' Table Deck Application 7ype Desttlption Page lA Wood New,Reroaf(Tear-Off),Re�over C Mechanically Attached Insulation,Bonded Roof Cover 3 1B Wood New,Reroof(Tear-Of�,Recover D Insulated,Mechanicaily Attached Roof Cove� 3 1C Wood New,Reroof(Tear-Of�,Recover E Non-Insulated,Mechanically Attached Roof Cover 4 1D Wood New Construdion F Non-Insulated,Bonded Roof Cover 4 2A Steel or Conc. New,Reroof(Tear-Of�,Recover B • Mech.Attached Base Insulatio�,Bonded Top Insulation,Bonded Roof Cover 5 -- - - .._.. - - ---_ .. _ --� - ----- - - -- -- -- --- --- --- — __._ _� . x.�..d.�... --�. 2B Steel or Conc. New,Reroof(Tear-Off�,Recover C Mechanically Attached Insulation,Bonded Roof Cover 6-� 2C Steel or Conc. New,Reraof(Tear-Of�,Recover D-1 Insulated,Mechanically Attached Roof Cover 8-30 2D Steel or Conc. New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 11 3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover lZ 4A LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13 4A-1 LWIC over Steel New,Reroof(Tear-Otf) F Non-Insulated,Bonded Roof Cover 13 an-z LWC over Conc. New,Reroof(Tear-Of� F Non-Insulated,Bonded Roof Cover 14 SA Gypsum Reroof(Tear-Of� A-1 Bonded Insulatlon,Bonded Roof Cover 14 6A Various Re�over A-1 Bonded Insulation,Bonded Roof Cover 15 68 Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 16 6C Steel or Concrete Remver E Non-Insulated,Mechaniwlly Attached Roof Cover 17 6D Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 18 The following notes apply to the systems outl}ned herein: 1. The roof system evaluation herei�pertains to above-deck roof components. Roof decks and structural members shail be in accordance with FBC requiremenu to the satisfact(on of the AHJ. Load resistance of the roof deck shall be docume�ted through proper codified and/or FBC Approval documentatfon. Z. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagemenu: ➢ Wood Deck: Mule-Hide HDP Fastener with 3"Insulation Plate. Mfnimum Y.-inch steel penetretion,engage the top flute of the steel deck ➢ Steel Deck: Mule-Hlde HDP Fastener with 3"Insulation Plate. Minimum Y.-tnch steel penetretio�,engage the top flute of the steel deck. ➢ Concrete Deck: Mule-Hide HDP Faste�er with 3"Insulatfon Plate.Mfnimum 1-inch embedment. Fasteners installed wlth a pilot hole in accordance with the fastener manufacturers published installation instructions. I 3. Unless otherwise noted,insulation may be any one layer or combination of polylsotyanurate,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 Iightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached membrene),whereby the membrane fasteners are installed through the LWIC to engage the strudural steel or concrete deck. The structural deck shall be of equal or greater conflguration to the steel and concrete deck listings. The structurel 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 th�ough proper codifled and/or FBC Approval documentat(on. 5. Preliminary insulation attachment for System Type D=Minimum four fasteners per 4 x 8 ft board or minfmum two fasteners per 4 x 4 ft board. Exterior Research and Design,UC.d/b/a Trinity�ERD Evaluatlon Report M15060.06.09-R3 far FL12772-R3 Certiflcate of Authortxat(on ft9503 Revlsion 3:03/1B/2015 Prepared by:pobert Nleminen,PE-59166 Appendix 1,Page 1 of 18 TRINITY�ERD 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions: ' ➢ OlyBond S00(OB-500): Contfnuaus'Y.to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot application devices. ➢ 3M CR-20: Continuous 2X to 3l4-inch wide ribbons,12-inch o.c. ➢ Note: When multJple loyers(sJ of lnsuJa[1an and/ar coverboard ore insta0ed in rlbbon-applied adheslve,adhesive ri66ons shall be staggered from fayer-to-layer a distance of one-holj the rlb6on spacing. ➢ Note: The maxlmum edge distance from the odhesive�ibbon to the edge of the insulation board sholi be not/ess thon one-haljthe specijled rlbbons spocfng. 7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya�urete at the following thickness limitations may be substituted with the fotlowing Maximum • Design�Presfure�{fi/1DPi~iiPnitatioir�Irrno�case�sfiaiHtHesew6loes°bevsed#o�iricrease�the'tWDP�iistings itt�theafabfes;iatFie�iffME3Wl'rsting�Eselourmeet5•orpxeeeils�that=li5teti°fora•p�rtfct�larsystem�erthe•4ables;then-��— the thinner board listed below may be used as a drop-in for the equivalent thicker material listed In the table: D OlyBond 500(08500): MDP -315.5 psf (Min.0.5-Inch thick Poly I501,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. Bonded polyisocyanurete i�sulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partialiy 6onded insulatfon,the maximum design pressure for the selected assembly shali meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachme�t density designed by a qualified design proFessional to resist the elevated pressure criieria. Commonly used methods are RAS 117,FM LPDS 1-29 and ANSI/SPRI WD3. Assemb�ies marked with an asterisk•carry the limkations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 far Zone 2/3 enhancements. 10. �or assembiies 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 qualiffed design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance wlth TA5105 or AN51/SPRI FX-1. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for�ecover)shall be capable af resisting projec[design pressures on its own merit to the satisfaction of the AHI,as documented through field uplift testi�g in accordance with ASTM E407,FM LPD51-52, ANSI/SPRI IA-1 or TA5124. 13. For System Type D,steel deck applicatlons,the roof inembrane shall 6e run with iu length perpendicular to the steel deck flutes. 14. For Recover Applications usin�System Type D,the insulation is optional. Alcernatively,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 existing 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 app�ication rates are as follows: ➢ Mule-Hide TPO-c with Mule-Hide TPO-c Bonding Adhesive in a contact appflwtion at rate of 60 ft�/gal. D Mule-Hide TPO-c with W BBA 2QD0 In a contact application at rate of 120 ft'/gal. , ➢ Mule-Hide TPO-c Fleece Back with W BBA 2000 in a wet-lay applicatlon at a rate of 120 ft2/gal. 16. For membrane systems attached using TPO 10-inch Pressure-Sensitive RUSS,the undenide of the membrane which comes in contact with the tape shall be primed with HP-250 Primer. The membrene shall be secured by placing the primed portion onto the tape portion of the TPO SO-inch Pressure-Sensitive RU55 and roll wRh a steel hand roller to ensure contact. 17. For bonded membrane sysYems,unless otherwise noted,reference to"Mule-Htde TPO-c"membrane below also inciudes"Mule-Hide TPO-c EXTRA". 18. "MDP"=Maximum Design Pressure is the result of testfng for wfnd load resistance based on allowable wind loads. Refer to FBC 1609 for determinatlon of deslgn wind loads. ExteHor Research and Design,LLC.d/b/a Triniry�ERD Evaluatfon Report M15060.06.09-R3 for F112772-R3 Certiflcate of Authorl[ation N9503 Revision 3'03/18/2015 Prcpared by: RobeK Nieminen,PE-59166 Appendix 1,Page 2 of 18 TRINITY�ERfD TABLE 1A: WQOD DECKS-NEW CONSfRUCiION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C: MECHANICALLY AITACHED INSULATION,BONDED ROOF COVER System Deck Top Insulallon Layer MDP Base InsulaHon layer Roof Cover Adhesive No. (See Note 1) Type Fasteners Attach / (PS� Min.1.5-inch Poly I501,H- W-1 Min.19/32"plywood or wood plank (Optional)One or more layers,any Shield,ACFoam II,Poly ISO 2 or See Note 2 1 per 2 ft� Mule-Hide TPO-c/WBBA 2000 or _45.0• cambination,loose laid ENRGY 3 Mule-Hide TPO-c Bonding Adhesive TABLE 16: WOOD DECKS—NEW CANSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D: INSULATED,MECHANICAILY ATTACHED ROOF COVER Insulatian iayer System Roof Deck (See Mote 14) Roof Cover M�p No. IPs� Type Attach 7Vlembrane 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 ti30 ring any combination attached TPO-� Seam Piates o.c. Outside of lap sealed with 1.5-Inch heat-weld I shank nails spaced 4"o.c,at the perimeter Min.19/32-inch pfywood or wood plank at —�"� W_3 max.24"spans attached using 8d ring,shank One or more layers, Preliminarily Mule-Hide Mule-Hide EHD Fastenen 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 q10 ring any combination attached TPO-c Seam Plates o.c. outside of lap sealed with 1.5-inch heat-weld shank nails s aced 4"o.c.at the pe�imeter 6-inch o.c.within 5-inch wide laps spaced 67-inch o.c. Min.23/32-incFi 05B 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-Hfde Mule-Hide EHD Fasteners and 2.4 and -67.5 o.c,in the fleld and 8"o.c.at intermediate any combination attached TPO-c Seam Plates 6-inch o.c,in one row ce�tered between the laps. supports Cente�row covered wfth 6-Inch wide cover strip sealed with 1.5-Inch heat weld at ali edges Exterior Research and Deslgn,LLC.d/b/a T�inlry�ERD Evaluatfon Report M15U60.06.09-R3 for FL12772-R3 Certiflpte of Authorizat(on t19503 • - Revision 3:03/18/2015 Prepared by:Robert Niemi�en,PE-59166 Appendix 1,Page 3 of 18 TRINIIY�ERD TABlE iC: VUODD DECKS-NEMI CONSTRUCiION,RERQOF(Tear-Off)or RECOVER SYS'fEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER Thertnal Barrier Roof Cover System Roof Deck MOP No. Type Attach Membrane Fasteners SP�� Lap Width Lap Spacing Seam Weld (Pgfl Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp (Optional)AnV Mule-Hide EHD � 11�1:.��:BfaxeguardrA��-G=at�max�4=ineb.spaa .�approved� aose-laid�-�Aule-F9idcbTREJ aFastermr�-8nd� ==m�12�ineMro:£: �48=inch o:e:�� 1.5-inch -,m,,�30:4��-- attached using No.8 x 235-fnch long thermai barrier 2.4 Seam Plates outside course thread screws s aced 6"o.c. MIn.19/32-fnch thick MulrHide fR Deck Partel A or C or Barrier Technology Corp (Optionai)Any Mule-Hide EHD W-6 "Blazeguard A or C"at max.24inch spans approved Loose-laid Mule-Hide TPO-c Fasteners and 6-Inch o.c. 5-fnch 72-inch o.c. 1.5-inch _52.5 attached using No.8 x 2X-inch long thermal trarrier 2.4 Seam Plates outside course thread screws s aced 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-(nch 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.8 x 214-inch long thermal barrier 2.4 Seam Plates � course thread screws spa�ed 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-B spans attached using 8d ring shank nails approved Loose-laid Mule-Hide TPO-c Fasteners and 6-inch o.c. 5.5-inch structurel membersj outside -�5.0 spaced 6-inch o.c. thermal barrier 2.4 Seam Plates TABLE 1D:WOOD DECKS—NEW COIVSTRUCiION SYSTEM 7YPE F:NON-INSULAiED,BONDED ROOF COVER System Roof Deck Roof Cover MDP N�' Membrane Appiicatfon (PSfl w 9 Min.15/32-inch thick Mule-H(de FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C'at Mule-Hide TPO-c WBBA 2000 -45.0 max.24-inch spans attached using No.8 x 2X-inch long course thread screws spaced 6"o.c. W-30 Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C'at pqule-Hide TPO•c WBBA 2000 -52.5 max.24-inch spans attached using No.8 x 214-i�ch long course thread screws spaced 6"o.c. Exterior Research and Deslg�,LLC.d/b/a Trinity�ERD Evaluatfon Neport M15060.06.09-R3 for FL12772-R3 Certifltate of Authorizadon M9503 ' • Revision 3:03/18/2035 Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 4 of 18 -� �o+ O ��„I'lAAIOA� e ` '�.�r,,,�.._ - �,a. ' , �zv`ofi "'+�.yr a+ � r,: '�,, r City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �(;Z�' ��`�-`�� Date Received: � '��,0 Site: ��>�,�j � S� I Pennit Type: /� �� e+'' Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit andlor plans. ��f� Kalv' Sw`it er lans Examiner Date Contractor andlor Homeowner (Required when comments are present)