The URL can be used to link to this page

Home My WebLink About15-16312 \ , CITY OF ZEPHYRHILLS ` � 5335-8TH STREET (sis)�so-oozo 16312 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16312 Address: 5123 21 ST 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: 12-26-21-0010-00100-0150 Improv. Cost: 12,700.00 OWNER INFORMATION Date Issued: 5/29/2015 Name: MCCOY FERN C Total Fees: 150.00 Address: 1020 WITHLACOOCHEE ST Amount Paid: 150.00 SAFETY HARBOR FL 34695-3437 Date Paid: 5/29/2015 Phone: 305-799-3420 Work Desc: REROOF METAL CONTRACTOR S APPLICATION FEES AFFORDABLE ROOFING S S EMS I C REROOF RESIDENTIAL 150.00 C •� � Ins ections Re uired DRY IN ROOF INSP TAPE JOIN .S ROq INSP FINAL �� REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there 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 BEFO C.O. �� CONTRA SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER \ ' 1 O .. _. p_-_ � I:L011lllq r��.;i�� . �r I . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � �-=(�(� L� �c��p=� N C� S�e rl�S Date Received: � — Z� — I S� Site: SI�� I Sr ��'��i=L� Permit Type: ��1�0�= ��l/� � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �- 7/�- Kal in i - —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) \ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780•0021 , � 8ullding Department � Date Received phone Contact for Permlftln ' J � — 1 �' � 9. r��] Owner's Nama � / Ownar Phone Number . �o J� 1 " �"b � �� Qwner',sAddr'�s IU� ��Q�w OwnerPhoneNumber ,{�;'f�� liWlvNr 7 Fae Slmpla Tltlaholdar Nama Owner Phone Number I il Fea Slmple Tltleholdar Addresa JOB ADDRESS �� . G�'`'�' V lti�l,.' S ✓JS � LOT#! � SUBDIVISION f��n�%�.�� PARCELIDM ��~�~��`��^'�� (OBTAINED FROM PROPERTYTAX NOTICE) , WORK PROPOSED B N TALLSTR B REPAIR �Cb F � 0 DEMOLISH PROPOSED US E Q S F R COMM O T H E R � � TYPE OF CONSTRUCTION Q BLOCK �] FRAME L] STEEL Q DESCRIPTION OF WORK R�-Ir�v�¢��IdIL�� '(Lbl��, I Yl�� ,{,Qy� �QL.� �� t t�7a��a� BUILDINO SIZE SG FOOTAGE� HEIGHT � � 'r'� T—�I1`7(G�� / � 6UILDINO $ ' Lv_t�y�� 0 � �v VALUATION OF TOTAL CONSTRUCTION .�T+''T�YJ� � QELECTRICAI. $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. c; 1��r i QPLUMBING $ ( � � � ^C � 1�D�� ,S ,t �L1�� o��s � QMECHANICAL $ VALUATION OF MECHANICAL INSTALIATION �5 �`�� rL�, ✓ � � V � QGAS ROOFING Q SPECIALN Q OTHER � S � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � � y � BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEECURREA Y/N Address Llcense# ELECTRICIAN COMPANY SIGNATURE REOISTERED Y/ N FEE CURFiE� Y/N Address Llcanse# PLUMBER COMPANY SIf3NATURE aeoisTEttEO Y! N FEECURREA Y/N �.qddress Llcense# 1 MECHANICAL COMPANY SIGNATURE REOISTERED Y/ N FEE CURREA Y/N Address Llcense# OTHER -'' COMPANY � C�YJ"�J11�+� SIONATURE RE01&TERED Y N FEECURRE� N Addresa � Llcense�S 1�� 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attech(2)Plot Plans;(2)sets of Bullding Plane;(1)set of Energy Forms;R-0•W Permlt for new constructlon, Mlnimum ten(10)working days efter submlttai date. Requlred onsite,Construcllon Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Fecllitles&1 dumpster;Slte Work Permlt for subdlvlslonsllarge proJects COMMERCIAL Attech(3)complete sets of Bullding Plana plus e Llfe Safety Page;(1)set of Energy Fortns.R•O-W Permlt(or new constructlon, Minlmum ten(10)working deys efter submlttel dete, Requlred onslte,Construcllon Plans,Stormweter Plans w/Sllt Fence installed, Senitary Facllities&1 dumpster,Slta Work Permlt for ell naw proJects.All commarcial requlramants must meet compllance SIGN PERMIT Attech(2)sats of Englneered Plana, "'•PROPERTY SURVEY raquired for all NEW conslructlon. Dlrections:• FIII out epplicatlon completely. Ovmer&Contrector sign bsck o1 eppllcatlon,notarized I(over 52600,a Notice of Commancement la requlred. (A!C upgradea over 57500) •' Agant(for the contractor)or Power of Aftomey(for the owner)would 6e somaone with notarized letter from owner authorizing same OVER THE COUNTER PERMIT'fING (Fronl of Applicallon Oniy) Raroofe If ehinglea Sewers Sarvice Upgradea AIC Fances(PIoUSurvey/Footega) Drlveways-Not over Counter If on public roedways..needs ROW � N0T10E OF REED RESTRtGTIONS; The underslgned understands that thls permit may be subJect to"desd"restrlctlans" which mey be more restrlctive than Counry ragulatlons, The undersigned assumes responsibllity for compllance wlth any appilcabfe daed restriatlons. UNGiCENSEp CON1'RACTORS AND CON'iRACTOR RESPONSIB1�kT{E8: lf the owner has hlred a contractor or contractors to undertake work,they may be requlred to be Ilcansed In accordance wlth state and Iocal regulatfons, If the M con#ractor is not llcsnsed as required by law, bath the owner and contractor may be cited for a misdemeanor violatlon under state law. If tha owner or Intended confracEor are uncerEa(n as ta what Ilcansing requlrements may apply for the intended work,they are advised to cantact the Pasco County Bullding Inspection Divlsion—Licensing Section at 727•84'I- 80Q9. Furthermore, If the owner has hired a contractor or contractors, he Is advlsed to have the contractor(s) sign portions of the"contractar Slock"of thls appllcation for whlch they wili be respanslble. lf you, as the awne�slgn as the contractor, that may be an Indlcatlon that he Is not properly Ilcensed and Is not entilled to permltting prlvlleges In Pasco County. TRANSPOR7ATlON(MPACT/UT1Li1'lE5 SMPACT AND RESOURC�RECOVERY FEES: The undersigned ur�derstancls that Transportatlon Impact Fees and Recourse Recovery Fees may apply to the constructlan of new bulldings, change of , use In exlstl�g buildings, or expanslan of exlsting bulldings, as speolfied ln Pasco Gounty Ordinance number 89-07'and � 90-07, as amended, The underslgned also understands, thst such fees, as may be due,wlll be idenli�sd at the tlme af permltting, It Is furlher understood that Transportatlon Impact Fees and Resource Recovery Fees must be pafd prlor to recelving a"ce�tificate of 000upancy"or fir�a) powar release. If the proJect doas not Involve a certlflcate of occupancy or final power release, the fees musf be pald prlar fo permlf Issuance. Fur�hermare, If Pasco Caurtty WaferlSeWet Impact fees are due,they must be paid pripr to permit issuanoe In accordance wlth applicable Pasco County ordlnances, GOt�15TRUCT{ON LIEN LAW(Ghapter 713,F{orlda Statutes,as amended): If valuatlon of work Is$2,500,00 or mare, I csrtify that !, the spplicant, nave bsen provlded with a copy of #he "Florlda Canstructlan �len �.aw—Fiomeowner's Protectlon Gulde" prepered by the Florida Depertmant of Agriculture end Cansumer Affairs, If the applicant fs someone other than the"owner", I certify that!heve obtained a copy of the above descrlbed document and promise in good falth to deliver If ta the"ownar"prlor ta cammencemettt. CON7RAC70R'S/OWNER'8 AFFIpAVIT; I certlfy thet ell tha Informetlon In this applicatlon (s accurafe and ihet all work will be dona!n compllance with all applicable laws regulating constructlon, zoning and land develapment, Application is hereby made to obtaln a permlt to do wark and lnstalEa#{an as Indlcated, I certlfy that no wark or Installatlon has commenced prior to Issuance of a permlt and that all work wlll ba pertormad to meet standerds of all (aws regulating constructlon, County end Glty codes, zoning regulations, and land development regulations in the Jurisdictlon, I also aertlfy that I understand tha#the ragulatEons of ather governtnen!agenclss may appiy to the intended wor4c,and that!t Is my responsibility to ldentify whet actions I must fake io be ln compilance, Such agenclss Inaiude but are nat Ilmited to; • Department of Environmental Protectlon-Cypress Bayhsads, Wetland Areas and Environmentally Sensltive Lends,WateriWastewater Treatmant, • Southwest Florida Water iNanagemeni Dlsfrlct-Wells, Cypress Bayheads, Wetland Areas, Altering Watercaurses, ' - Army Gorps of Enginears-8eawaiis,Docks,Navigabie Waterways. - Department of Neaith & Rehabilitative 8ervlaes/EnviranmenEal Nealth Unit-We13s, Wastewater Treatmenf, 8eptic Tanks, - U5 Environme�tal Protect{on Agency-Asbestos abatement, - Federal Aviatlon Authorlty-Runways. I understand that the following restrictions apply to the use of flll; i - Use of fif!is not allowed in Flood Zone"V"unless expressly permltted. ; • !f fhe fill meferla4 is to be used in Flaod Zona "A", !t ►s undersfood tha# a dralnage plan addressing a "compensating voluma"will be submitted at time of parmitting which Is prepared by a professlonal enginf�er licsnsed by khe Stake of Florlda, � - lf ths fill mafarlal Is to be ussd In Flood Zone "A" I� connectian wlfh a germlited buliding using stem wall constructlon,I certlfy that flll wlll be used only to flll the area wlthln ihe stem walL - !f fill mekerlal Is to be used In any area, I cerkify that use of such flll will not adversely affect adJacent propertles. 4f use af fill Is(ound to adversely affect adJaoent propertles,the owner may be cited for vlalating the conditlons of the bullding permit Issued under the attached permlt applfcation, for Iois less than one (1) acre whlch are elevated by flll,an englneered drainage plan Is requlred, � I(I am ths AGENT FOR THE OWNER,i promIse in good falth to lnform the owner of tha permltfing conditlons se#fortti In thls affidavil prior to commencing construction, I understand that a separate permft may ba required for electrical work, I plumbing, slgns, welis, pools, alr conditloning, gas, or other Installatlons nat speciflcally Included In the applicatlan. A permlt Issued shall be construad to be a ilcensa to proceed wlth the work and not as au#horl#y io violate,cancai,alter,or set aside any provisions of the technical cades, nor shall Issuance df e permft prevent the Building Officlal from tharea�fer ' requlring a correction of errors in plans,constructlon or vlolatlons of any codes, Every permlt Issued shall become Invalid unless the work authorized by such permlt Is commenced wlthln six months af permit lssuance,or!i work autharized by the perm�t is suspended or abandoned for a per(od of s�x(6)months after the fime the work Is commenced, An sxtsnslon may be requested, In wrlting, from the Bullding Officlal for a perlod not to exceed nlnety (90) days and wlll demonstrate Justifleble cause for ihe e�ension. if work ceases for nlnety{94}consacutive days,the Job Is considered abandoned, WARNING 70 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYtNG TWiCE FQR lMPFtOVEMENTS TQ YOUR PR4PERTY. IF Y4U INTEND TO OBTAIN FINANCING,CONSULT WI7H YOUR LENDER OR AN TT�3 NEY SEFORE RECORDING YOUR NOTiCE OF COMMENCEMENT. FLORIDA JURAT(F.S,117 ) �j D OWN R OR AGENT t� � `� GONTRACTOR ""'�� ' S ribe e sworp,fo o�gffirme b e me ihls Su scrlb��a d swor a( r affir_m�ed�6gIore ft�ts, I�,, � by l"aS2.'t'V� �c.l f1.�. ��Z�a by ,,�C��'1`t-e-U �JC�{.I-e-�C1'�..�. Who slar personellv knowa to me or he have produced I�p Islalf personelly known to me�r hes/have produced ""' as ldentlficstlon, as ldentiBcatlon. � . �//f � � � /��;7�,,_Notary Public � v `� Natary Pubila Commis lon , �,; l Commiss` o, �v ��`-E�'� C7v V Na Notsry typ , nt r stemped Name of Notary typed,pri fad or stemped t��a�B JOY A,VITO e°,.•••.,�% OY 0 1PaY aue MY MlSSIQN#�F Q39580 �°:•'•`'�'° � * MY C4A�M1SSlON�FF 039560 EXPiRES:August 3,2017 � * EXPIRES;August 3,2017 �'�9rFOF F��a`O� Bended Thru Budget Notary Services `�'or� P�°P Banded Thru Budget Notary Services -oFftia \ � ' . ��I�� ' 2015081409 This Instrument Prepared By; ' Affordable Roofing Systems,Ina �Rcpl.:1684537 Rec: 10.00 h 12573 US Highway 301 DS: 0.00 IT: 0.00 Thonotosassa,FL33592 05/22/2015 E. M. , Dpty Clerk NOTICE OF COMMENCEMENT Permit Number Tax Folio Number ��f�'�`�f v��v�(� Parcel ID Number State of Florida ��Ln County of br THE UNDER3IGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement; �a-alo-�-CY>�v-Do(C��.—O��d D, �� 1, Descriptlon of property(le al descri tio�): Q - � �j, " L.{7"r' �''rj�F (L(Oy��, ��j �N D a)Street Qob)Address; S'r - W��' 2,General description o Improvement; Reroof ��= 3,Owner Informatlon or Lessee�ryformatlon If the Les ee contjacted for the Improveme t: � �N� (a)Name and address: "��,�,� nJ��a �D� �E-�'�'1Gi.�OC��'L22. � ��.�� '�c�,,�j(1��(, �� (b)Interest in property:_�(,,(In�.. , T F1�� (c)Name and address of fee simp(e titleholder(if other than owner): (��o 4.Contractor Informatlon; w�� (a)Name and Address;Affordable Roofine Svstems,Inc 12573 N Hwv 301 Tlionotosassa,FL 33592 a N b)Phone number;(8131 986-6683 - 3 0 5.Surety �F,,� (a)Name and address; m � (b)Amount of bond '� (c)Phone number: N�,� 6.Lender �F.•o (a)Name and sddress: � (b)Phone mimber; � o 7 Persons withln the State of Florida designated by Owner upon whom notices or other documents may be served as provided by � Section 713.13(1)(a)7.,Florida Statutes: � (a)Name and address: . (b)Phona number: 8. In addltlon to himself,Owne�designates tlie following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: (a)Name and address; (b)Phone number; 9.Explratlon date of Rotice of commencement(the expiration date is 1 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 I,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 pen of perju_ry, I declare that I have read the foregoing notice of commencement and that the facts stated therein e t e t t o�m know cfge and belief � �-�,rnG. �1/l ��9 (Signeture of'OwneP orLessee,or04vner's r Lessee's(A"uthorized�OfifcedDit9cto�/PartnerlManager) (PrInI Name and Provlda 5lgnelory's Tltle/Offiea) The fore oing instru ent was ackn ledged before me this ('� day of � i , 2015 By �� • � 8S (lype of aulhodty,e.e,omoar,Wslee,ellorney In fed) For es (Nama of Person) (lype ol eulhorily,...e.g.oflicer,Iruslee,ellorney In faG) For (name of party on behalf of whom instrument was executed). Personally Known Produced I� Type o(ID /�� A Notary Slgnature �� pT �� Print name r ' "~ ��C��,�� G � 1 �.�P0.Y PUg� JOY A,VITO � �...,� � � �� M Y C OMMISSION#FF 039560 * * EXPIRES;August 3,2017 N�9j F O F F��¢\o� Banded Thru Bud get Nota ry 5ervices 4 Florida Building Code Online Page 1 of 4 , • . � �� '.�'.'�' ,• e iy2G� :��..�� lt�E11,_.�� : . ' e o - o 0 �:.- . � �r,�.. , - ��—�:-- ,:.. Florida Department� BCIS Home � Log In � User Registration � Hot Topics � Submit Surcharge � Stats&Facts � Publications � FBC Staff �BCIS Site Map � Links � Sea'rcfi`�-'—'---"'-'�� Business�(� �. ��product Approval Professibr-Yal +� USER:PublicUser Regulation Produc[Aooroval Menu>Produd or Aoolication Search>Aoolication LJSt>Application Detail FL# FL12328-R4 • Application Type Revision Code Version 2010 Application Status Approved �Uj��li�s 1�LL�^,��LIC��ilA�LY WIT�i Comments EY,��7.�CA� � ILs7jNG� Archived � '�'r�CHANiCAL CODES�G A�� Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden@tamko.com��CC�/(� � C�TY OF �NTE �a �,� Autnorized signature Kerri Eden ��S E��HyRH�LLs kerri_eden@tamko.co Technfcal Representative Kerri Eden ��R'�, Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden @ta m ko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engfneer 0 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Zachary R. Priest developed the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/26/2016 Validated By Locke Bowden �❑ Validation Checklist-Hardcopy Received Certificate of Independence FL12328 R4 COI TBP14001 2010 FPA TAMKO Underlavments FINAL.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2001 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2Aezuarj g01... 5/18/2015 Florida Building Code Online Page 2 of 4 . , , � Equivalence of Product Standards Certified By Sections from the Code � Product Approval Method Method 1 Option D Date Submitted SO/23/2014 Date Validated 10/23/2014 Date Pending FBC Approval 10/26/2014 Date Approved 12/15/2014 Date Revised 04/13/2015 Summary of Products FL# Moclel,Number or Name Description 12328.1 ASTM Slate SurFaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.�df Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party:Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.�df Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for Ifmits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party. Yes 12328.4 Moisture Guard Plus A self-adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Na FL32328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.odf Impact Resistant: N/A Verifled By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluatfon report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVH2:Yes Underlavments FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2Aezuarj g01... 5/18/2015 Florida Building Code Online Page 3 of 4 I II Created by Independent Third Party:Yes � 12328.6 No. 15 ASTM D4869 As halt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party: Yes 12328.7 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.�df Created by Independent Third Party:Yes 12328.8 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party: Yes 12328.9 No. 30 ASTM D4869 Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use. Evaluation Reports FL123Z8 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party: Yes 12328.10 No. 30 UL Asphait saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.pdf Created by Independent Third Party:Yes 12328.11 TW Metal and Tile Underlayment self-adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party:Yes 12328.12 TW Underlayment self-adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R4 II TBP14001 2010 FPA TAMKO Approved for use outside HVHZ:Yes Underlavments FINAL.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R4 AE TBP14001 2010 FPA TAMKO Underlavments FINAL.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2Aezuarj g01... 5/18/2015 ; Florida Building Code Online Page 4 of 4 Back Next Contac[Us 1940 North Monroe S[reet.Tallahassee FL 32399 Phone:650-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacv Statement::Accessibiliri Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send elec[ronic mafl to this entity Instead,contact the offlce by phone or by traditional maii.If you have any questions,please contact 850.487.1395. *PUrsuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for o�cial communication with the Iicensee.However email addresses are public record.If you do no[wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a Iicensee under Chapter 455,F.S.,please ciick here Product ApprovalACCepts: � � eClreck � 5L'W.lt ]tF.fItICS http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2Aezuarj g01... 5/18/2015 �� i MIAM4C�ADE MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION AEPARTMENT OF'PERMITTING,ENVIRONMENT,AND REGIJLATURY 11805 SW 26 Street,%toom 208 AFFAIR3(PERA) Miami,Florida 33175-2474 B10ARD AND CODE ADMINISTRATION UIVISION T(786)315-2590 F(786)31525-99 NOT�CE OF ACCEPTANCE (NOA) www.mtam�a�,ae.sov�nera TAMKO Build9ng Products,Inc. P.O.8ox 1404 220 West 4'h Street Joplin,MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials,'I'he documentation submitted has been reviewed and accepted by Miami-Dade County PERA, -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the axpiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) resarve the right to have this product or material tested for quality assurance purposes. If this product or material fatls to perform in the accapted maaner, the manufacturer will incur the expense of such testing and the AH,1 may immediately revoke, modify, or suspend the use of such product or nnateria[within their jurisdiction. PERA.reserves the right to revoke this accaptance, if it is determined by Miami-Dade,County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has heen designed to comply with tha Florida�3uiIding Code including the High Velocity Hurricane Zone o£th�e Florida Building Code. DESCX2.IPTION: Tamko Underlayments LABELING: Each unit shall bear a permanent label with tha manufacturer's name or logo, city,state and foliowing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered aftar a rsnewal application has been filed and ther�has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thare has been a revision or • change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an andorsement of any product,for salas, advertising or any other purposes shall automatically terminate this NOA. Failure to compty with any seotion of this NOA shall be cause for termination and ramoval of NOA. .ADVERTISEMENTt The NOA number preceded by tha words Miami-Dade Couniy, Florida, and followed by tha expiratlon date max be disglayed in advertising 1'ztarature. If any portion of the NOA is displayed,then it shall be done in its entirety, ' INSPECTION: A copy of this entire NOA shall be provided to the user by the manuPacturer or its distributors and shail be available for inspection at the job site at the request of the Building Of��iat. This NOA renews and revises NOA No. 08-1008,04 and consists of pages 1 through 6. The submitted documentation was reviewed b.y Jor�e L. Acebo. �_�, � ��= lj NOA No.: 12-0406.07 � * Expiration DaEe: 07/OS/17 t.nan�couN AQproval Date: 06/21/12 Page i of 6 �' � R04FIlVG C(JMPONENT APPROVAL Cate a : Roofing Sub-Cate�orv: Underlayment aterlal: SBS ScoPE: This approves Tamka Underlayments, as described in tlais Notice af Acceptance; desi,gned to comply with the �lorida Building Code itz�luding the High Velocifiy Harrzcane Zone af the ��orida Building Cade. � T`R.ADE N'AMES OF PRODUCTS MANUFACTURED OR LABELEZI►BY APPLIC.AN'1CS �est Product Pro uct Aimensions Speci�i cat�on Descriptio�n TW Metal aad Tile 39 3la"wid� TAS �03 Flesxible,setf adhering rubberized asphalt Underlayment ASTM D 1970 sheet material with a polynner surface for use Manufacturing Locution#I as an underlayrnent in slaped roof assem6lies. May be used as a secandary water barrier for full-ro�f coverage or,when cut into appropriate width strips,for taping sheathing joints. Moisture Guard Plus 39-3/8"wide ASTM D 1970 Flexible,self-�dlnaring rub6erized aspha�t Manufaciuring Location#1 sheet material with a granular surface for use as an underlayment in sloped roof assernblies.May be used as a secondary , water barrier for full-roof aaverage or,when cut inta apprapriate width strips,fo�taping sheathing joints. , TW Undertayment 39-'/S"wide ASTM I3 I970 Flexible,setf-adhering rabberized asphalt Manufacturing.Locatian #2 sha�t material with a polymer surFace for use as an underlayment in sloped re�of assemblies.May be used as a secondary water barrier for full-roof covera$s or,when cut 9nto appropriate width strips,fox taping , sheafihing jQin#s. Awaflex 39-31a"wide TA5 144 SBS modified cap sheet wlth a non�waven Manufact"uring Locat�an #.i polyester mat saturated wifih asphalt•,coated on both sidas with SBS rubber madified ��ialt and surfaced with ceramic granules. Applied•in hot asphalt. Awaplan 170"'' 39-3/e"wide TAS 104 A polyester reinforced SBS modi#ied , , tllanufacturing Locatian #1 bituman membz'ane surfaced with granules. � A,pplied in hot asphalt, , NOA No.: 12-04p6.07 Eacpiration 1?ate: O�/OS/1'T ��R .. ; � � N� Approval Date: Ob/21/12 �'�ge 2 af 6 I Test Product ro uct Dimensfona S,pecification Descriution A�waplan PremiumTM 39-3/a"wide TAS 104 A polyester reinforced SBS modified Manufacturing Location #.X bitutnen membrane surfaced with gxanules. Applied in hot asphalt. Tamko SA Base 39-3/s"wide ASTM D 1970 A fiberglass-reinforced sel�adhering SBS Manufacturing Location #X modified bituman membrana with a polymar film on the surface and a removabl�treated s�lit release film on the adhesive side. Shall only be meck�anically fastened to�vood deck Direct adhesion to wood de�k�not ' permitted in the I�VHZ.Do Not�temove Release Film: ' Tamko SA Cap 39 3/8"wide ASTM D 6164 A dual-coated SBS-modified cap sh.eet with Manufacturing Location #1 • a nonwoven polyester mat surfaced with ceramic granules and a split remov�ble release film on the adhesive side. EVIDENCE SUBMITTED: Tes A enc Test Identi�er Test N�me/ReAOrt D�te Exterior Research& Design, LLC 4448.12.0]-1 TAS ]03 12/19/2001 44�8.05.42-1 TAS ]43 05/2S►/2002 Trinity� ERD T11090,09.08 TAS 117(B)/TAS 11�(C) 09/1$/08 PR�Asphalt Technologies, Inc. TAP-058-02-01 TAS 103 04/30/02 TAP-058-02-02 TAS 103 OS/23/Q2 • TAP-191-02-01 ASTM D 1970 I 1/l 6/07 ' TAP-192-02-01 ASTM D 1970 11/]3/07 TAP-193-02-01 ASTM D 1970 11/16/07 TAP-207-02-OIREV TAS 104/ASTM D 4798 12/l0/08 TAP-185-42-OlREV ASTM D 6164 11/06/08 TAP-196-02-01 ASTM D 1970 O1/09/08 I1�IANUFACTURING LOCATIO�I; 1. Joplin,MO 2. Columbus,KS NOA No.: 1,2-0446.07 Expiration Date: 07/05/�7 M �� c�u Approval Date: 06/21/12 Pa�ge 3 of 6 1 � APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened'to deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type 1I or ASTM D 2626 with a.minimum 4" side lap and a 6"end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o,c, at the laps and two staggered rows 12" o.c.the field of the roll. Mem6rane: One or more plies of TW Metal and Ti�e Undexlayment with a minimum 4"side lap and 6"end Iap.Place the first course of inembrane parallel to the eave,rolling the membrana to obtain maxim:um contact,Remove the release liner ss the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems#he capsheet shall be back naiied to deck with approved annular ring shank nails and tin caps at a maximum l2"o.c. at th�side laps and 6" o,c,a#the end laps. No nails or tin caps shaIl be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or App�oved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood,Non-insulated Deck Descriptfon: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimuim 4" side lap and a 6"end lap mechanically fastaned to deck with approved annular ringshank nails and tin caps 6"o.c, at the laps and two staggered rows 12"o.c,the �eld of the rolt. Membrane: One or more plies of Moisture Guard Plus with a minimum 3,5"side!ap and 6" end lap. Place the�rst course of inembrane pazallel to the eave,roIling the membrane to obtain maximum contact. Remove the release liner as the mexnbxane is applied. Vertical strapping of tha roof with Moistare Guard Plus is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D ]970 underlayment is allowe�l. Deck Type 1: Wood,Non-insulated Deck Descrlptlou: t9/3Z" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6"and iap mechanically fastened to deck with approved annalar ringshank nails and tin caps 6" o.c.at the taps arid two sta�gered rows 12" o.c.the field of the roll. ' Membrane: One or more plies�of TW Undtex'�"'��meat with a minimum 4"side lap and 4"end lap.Placa the first course of inembrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release liner as the membxane is applied, Vertical strapping of the roof with TW Undarlayment is aoceptable. Surfac�ng: Approved Roo#ing Assemblies where an ASTM D 197Q underlayment is a�lowed. NOA No.: 12-0406.07 Expiration Date: d7/05/17 M� , . � NTM Approval Date: 06/21/12 Pa�e 4 of 6 � , ; • '� Deck Ty�e 1s Wood,Non-insulated Deck Desc�riiption: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanicaIly fastened to deck,meznbrane adhered, , � 'I Base Sheet: One or more piies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6"end lap mechantcally fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12"o.c.the field of the roll, Membrane: One or more plies of Awaflex,Awaplan 170 or Awa�lan Premium applied at a right angle(90°)to the slope of the deck adhered in a fuil mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs,/sq. Vertical strapping of the roof with Awaflex,Awaplan 170 or Awaplan Premium underlayments is accaptable. When usad in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c, at the side laps and 6"o,c. at the end laps. No nails or tin caps shalI ba axposed, • Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assamblles where an TAS 104 underlayment is allow�d. Deck Type �: Wood,Non-insulated Deck Description: 19I32}� or greater plywood or wood plank System E(S): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sbeet: One or more pl'ses of Tamko SA Base with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c.at the laps and two staggered rows 12" o.c. the field of the roll.Shall oniy be mechanically fastened to woad deck.Direct adhesion to wood deck uot permitted in the HVHZ.Do Not Remove Release Film1 Membrane: One or mote plies of Tamko SA Cap with a minimum 4"side lap and 6"end lap, Place the first coarse of inembrane paralle!to the eave,rolling the membr�ne to obtain maximum contact with base sheet,Remove the release liner as the mambrane is applied,Vertical strapping of the roof with Tamko SA Cap • underiayment is acceptabie. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shail be exposed Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Ap��roved Roofing Assamblies where an ASTM D 6164 membraae is allowed. � �i NOA No.: 1�0406,07 AM�N,r,Y Expiration Date: 07/05/17 � ,, � � Approval Date: 06/21/12 Pa�ge 5 of 6 , , , ; � ,' , � GENERAL LIMITATIONS: 1, Fire classification is not part of this acceptance. 2, This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code, Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. A!1 Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities.Deck shalt be fastened in strict compliance with applicable Building Codes. i 4. All Tamko Underlayments shall not be applied over an existir�g roof mambrane as a recover system but may be applied over an approved roofing Base/Anchor steeet underlayment. 5, TW Meta.l and Tile Underlayment, Moisture Guazd Plus, TW Underlayment, Tamko SA Base & ' Taxnko SA CAP shall not be left exposed as a temporary roof for longar than 30 days of application. 6, Awaflax, Awaplan 170 and Awaplan Premium shall not be left exposed as a tecnporary roof for � longer than 180 days of application, . ;:,�;,�;,, 7, The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shaIf.be 6:12 for flat tile installation and 6:I2 profiled Eiles with lugs. 8, The standard maximum roof pitch for TW Meta] and Tile Underlayment and Tamko SA CAP shall be a:12 for flat#ile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. l0. Tile storage shall be on a battened roof deck when the underlayment slope limit(See#7 &#�3 above) is exceeded. Care should ba taken during the loading procedure to keep foot traffic to a trninimum and to avoid droppit�g of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko U�nderlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provi�ed that appropriate documentation is provided to detail compatibility of the products,wind uplift re�istance, and fire testing results. 12. All nails in the deck shall be carefulty checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to ramove any dust aad debris prior to application. , 13, When applying the membrane in the valley, start at the low point and work to the high point, rolling tha membrane from the center outward in both directions. For ridge applications, center the . membrane and roll from the center outward in both directions. l4. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet,giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tapa shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiabte marking of the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Froduct Control Seal as shown below. ,,. r�aoe►u�courvrr • . '' �L�] END OF THXS ACCEPTANCE NOA No.: 12-0406.07 � Expiration Date: 07/05/17 Mu�t , � �u n Approva!Date: 06/21/12 Pa�;e 6 of 6 � ;Florida Building Code Online Page 1 of 4 'I • ' _ � �,..�, � -�,.r-.�. ' : : ° , o . ° � . e �rZ�� _ �`�Il IIF�=� ��r�� . _ ;-r. Florida Departmen�� BCIS Home � Log In � User Registration I Hot Topics I Submit Sur[harge I Stats&Facts I Publicatlons I FBC Staff �BCIS Site Map I Links � Search � Busines Professi r-ral `'` ��Product Approval 1n USER:Public User Regulation Product Aooroval Menu>Product or Aooiication Search>Aoolicatton List>Application Detail a FL# FV271-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer UNION CORRUGATING COMPANY ��€��. � Address/Phone/Email 701 S. KING ST. �i ,; �`��t�.f;� A,v FAYETTEVILLE, NC 28301 E�E �'r j,j��i�B��t�T Y�� (910)483-0479 Ext 256 �'7'i'�C� � �..�jj�jG jstieby@unioncorrugating.com 1�iCHAMC,�i, L��INGANI� C OD�S Authorized S(gnature ]ohn Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email �EV�E � �,�,oF��arE S��,�� Quality Assurance Representative �P � Address/Phone/Email p�ANS Fj��`RNI<< ��R Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Bala Sockalingam developed the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Yoosef Lavi, P.E. �❑ Validation Checklist- Hardcopy Received Certificate of Independence FU271 R2 COI CertificateIndeoendence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 I FM 4470 1992 TAS 125 2003 UL1897 1998 U L 580 1994 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 5/18/2015 � ; Florida Building Code Online Page 2 of 4 Certified By Florida Licensed Professional Engineer or Architect FL7271 R2 Equiv TestEquivalent 7271.pdf � Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/25/2011 Date Validated 12/08/2011 Date Pending FBC Approval 12/13/2011 Date Approved 01/31/2012 Date Revised 03/23/2015 i Summary of Products FL# Model,Number or Name Description 7271.1 2-1/2"Corrugated Panel Min 26 ga., 24"wide through fastened panel Limits of Use Installation Instructions Approved for use in HVH2: No FL7271 R2 II D1805 9 .odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-129.25 Evaluation Reports Other: Uplift load of 129.25 psf @ fastener spacing of FL7271 R2 AE EvaluationReoortC1805 9.pdf 24"o.c. over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 5V Min 26 ga., 24"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FU271 R2 II D1805 l0.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-66.3 Evaluation Reports Other: Uplift load of 66.3 psf @ fastener spacing of 12" FU271 R2 AE EvaluationReoortC1805 l0.odf o.c. Created by Independent Third Party:Yes ' 7271.3 5V Min 29 ga., 24"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FV271 R2 II D1805 11 UL579.odf � Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12" FU271 R2 AE EvaluationReoortC1805 ll.pdf o.c. Created by Independent Third Party:Yes 7271.4 5V M(n 26 ga., 24"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R2 II D1805 12.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-120.9 Evaluation Reports Other: Uplift load of 120.9 psf @ fastener spacing of FL7271 R2 AE EvaluationReoortC1805 12.odf 24"o.c.for Fastener Pattern 1. Uplift load of 85.8 psf @ Created by Independent Third Party: Yes fastener spacing of 24"o.c. and 113.1 psf @ fastener s acin of 12"o.c.for Fastener Pattern 2. 7271.5 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32"&19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVH2: No FV271 R2 II D1805 13.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-107.9 Evaluation Reports Other: Uplift load of 59.4 psf @ fastener spacing of 6" FL7271 R2 AE EvaluationReoortC1805 13.pdf o.c. in 15/32"plywood. Uplift load of 97.5 psf @ fastener Created by Independent Third Party: Yes spacing of 6"o.c.with structural sealant in 15/32" plywood. Uplift load of 107.9 psf @ fastener spacing of 4" o.c.with structurai sealant in 19/32"plywood. 7271.6 MasterRib Min 26 ga., 36"wide through fastened panel over 19/32" http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 5/18/2015 , , Florida Building Code Online Page 3 of 4 I �� thick plywood � Limits of Use Installation Instructions Approved for use in HVHZ: No FV271 R2 II D1805 14.Ddf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 i Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-114.3 Evaluation Reports Other: Uplift load of 61.8 psf @ fastener spacing of 30" FL7271 R2 AE EvaluationReoortC1805 14.pdf o.c. and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 7271.7 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R2 II D1805 15.qdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-113.1 Evaluation Reports Other: Uplift load of 45.0 psf @ fastener spacing of 24" FV271 R2 AE EvaluationReoortC1805 15.pdf o.c. &113.1 psf @ fastener spacing of 12"o.c. Created by Inde endent Third Party: Yes 7271.8 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R2 II D1805 16 UL584.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12" FL7271 R2 AE EvaluationReoortC1805 16.odf o.c. Created by Independent Third Party:Yes 7271.9 MasterRib Min 29 ga., 36"wide through fastened panel over nom. 1"x 4"furring and 15/32"thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R2 II D1805 17.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-114 Evaluation Reports Other: Uplift load of 71 psf for Fastener Pattern 1&114 FU271 R2 AE EvaluationReoortC1805 17.odf psf for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.10 ML200 Min 24 ga., max 16"wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FV271 R2 II D1805 18.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-116.0 Evaluation Reports Other: Uplift load of 71.0 psf @ clip spacing of 36"o.c. FV271 R2 AE EvaluationRe�ortC1805 18.adf , and 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.11 PBR Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FV271 R2 II D1805 19 UL638.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12" FL7271 R2 AE EvaluationRe�ortC1805 19.pdf o.c. Created by Independent Third Party:Yes 7271.12 , SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FV271 R2 II D1805 20.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 63.5 psf @ clip spacing of 36"o.c. FV271 R2 AE EvaluationReoortC1805 20.odf and 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes Back Ne�ct Contad Us 1940 North Monroe Stree[.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. Privacv Statement :AccessibiliN Statement::Refund Statement http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 5/18/2015 � , Florida Building Code Online Page 4 of 4 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronlc mail to[his entity.Instead,contact the o�ce by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *PUrsuant to Sec[ion 455Z75(1),Florida S[a[utes,effec[ive Oc[ober 1,2012,Iicensees licensed under Chapter 455,F.S.must provide the Department with an emaii address if they have one.The emails provided may be used for o�cial communication with the licensee.However email addresses are public record.If you do not wish[o supply a personal address,please provide the Department with an email address which can be made availabie to the public. To determfne if you are a Ifcensee under Chapter 455,F.S.,please click here Product Approval Accepts: � � eCAeck ` 5CCUiltY51]•TItIC} � I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvtEeYw06E10... 5/18/2015 Mi�4t�b .�„�� M:IAMI-DAllE COUNTY ��.�1'si�!! PRQAUCT CONTROS�SECTIOiV DEPARTMENT OF PERMITTING,EiVVIRONMENT,AND REGULATORY A1�FATRS(PERA.} 11805 5W 26 Street,Roorn 2Q8 BdARI7 AND CODE ADMINISTI2ATIQ11'DIYISION Miami,Florida 33175�2474 � T{7$6)315-2590 F{7$6)315-2599 NQTICE OF ACCIaPTANCE {NOA) .�FY�Y,miam'rdade,�ovJpera UniQn Corxugating Company P.�. Box 229 �ayettevilie,NG 28302 SCQPE; This NOA is being issued under the applicabla rules and regulatians governing the use of construction materials.The documentation submztted has been reviewed and accepted by Miami-Dade County PER.A-Product Contral Section to be used in Miami Dada Cownty and other areas where allowed by the Authorzty Having Jurisdiction(AHJ}, This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Co��trol Section (Tn Miami Dade County) and/ar the AHJ (in araas ather than Miami Dade Caunty) reservE; the right ta have this product or material tested for quality assurance purpases. If this product or material fails to perform in ' the accepted manner, the manufacturer wili incur the ex�pes�se of such testing and the AH3 may itnmediately revoke, modify, or suspend the use of such product ar material within their jurisdiction. PERA resarves the rip;ht � to revoke this acceptanee, if it is determined by Miami-Dade County Product Control Section that this product or � material fails ta tneat the rec�uirements of the applicable building code. I This product is appraved as described herein, and has been dasigned to comply with the Fiorida Building Code inciuding the High Velocity Hurricane Zone of the Flarida Building Cade, �i �� DESCRIPTION: Master IZib� Metal Roaf Panei �I LABELING: Each unifi shall bear a permanent label with the manufacturer's name or iogo, city, state and following ' statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. �i RENEWAL of this N�A shall be considered after a renewal application has been filed and there has been no change in the applicabte building code negativaly affecting the performance of this product. TERIYIINATION of this N(JA will occur after the expiration date or if thera has been a revision or change in the materials, use, and/or tnanufacture of the product or prooess. Misuse of this NOA as an endorsement of�ny product, for sales, advertising or any other purposes shall automatically terrninate this NOA� Faiiure ta comply with any section of this NOA shall be cause for terminatian and removal af NOA. ADVLRTISEMENT: The NOA number precedad by the words Miami-Dade Caunty, Florida, and fbllowed by the expiration date may be displayad in advertising Iiterature, Ifany portion af the NOA is displayed, then it shall be done in its entirety, �NSPECTION: A copy of this entire NC?A shall be provided to the user by the manufacturer or its distributors and shall be availabla for inspectzon at the job sita at ihe request of the Building C7fficial. 1'his renews and revises NOA#�Q7-Q713,03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. �� ?��.. ��, � �.� r,�f�;�'�' � �Mt��oa�ecaut�r� r�,.��'�'��'�' NOA No.: 12-46Q6,01 � ,,,,� � � Expiration�?ate: 09/05/17 Approval JDate, Q$/23/12 �'age 1 of 5 R4(?FING ASSEMBLY APPRpVAL: � Cate�orvt Roafing S�zb-Cate�orv: Nan-Structural Ivletal Roafirtg Malerial� Steel Deck Tvae: Waod Maximum Desisn Pressure See Table A TI2ADE NAMES OF PFdUDUCTS MANUFACTURED OR LABELED$Y APPLICANT; Product Dimensians Tes# Product � Snecifications Descri tp ipu Master Rib Metal Length:varies TAS l2S Metal Raaf panel coated with various RoofPanel Width; �1" approved coatings of(:eram-A-Stai�� (Coverage width : 36"} 1050. Height; '/a" Min.Thickness 4,019" Min. Y�ield Strength: 89ksi MAl�TUFACTURING LOCATI(JNS: 1. Ocata,�L. � , 2, Fayeteville,NC, EVIDENCE SUSMITTED: Test A�enc,y Test Identifier Tes#NamelReport Date Akzo Nabel Coatings, Tnc. Lab Test Certification ASTM B-117 � ASTIVI G-23 �I Ceram-�.-Star Lab Test Certification ASTM B-117 � ASTM G-23 PRI Asphalt Technologies, fnc. UCC-002-02-01 TAS 100 OS/�'2/02 Hurricane Test Laboratory, �nc. 4293-0417-Q2 TAS 125 06/14IO2 'I 0293-0¢11-OS 06/28/OS I PRI Constructian Matarials Technologies UCC-Q10-42-Q1 TAS 104 04I2.OII2 ( UCC-009-02-01 TAS 12S 04/20/12 . � � i � i ' � ' II`'�'�:°ADEC°u"'Y NOA No.; i2-0606.a1 I �� .,.• , �� Expirai:ion Date; {}91Q5I27 � Approval Date: p8/23/12 Pa�e 2 of 5 APPROVED ASSEMBX�IES; System; i4Master Rib"26 Ga.Metal Panel Deck Type; Waod, Non-Insulated Deck Description; New Construction �9/32" or greater plywood or woad plank. Slo�e Range; 2"; 12" or greater Maaimum Uplift See Tabie A beiow Prassare; Deck Attaehment: In accordance with applicable Building Code, but in no case it shall be less than 8d,2-ll2" long annular ring shank nails spaced at 6" o, c. In reroo�ng,where the dc;ck is less than 19132"thick(Minimum 1 Sf32"),the above attac}�ment methad must be irz addition to existing attaohment. Underlayment: Minimum underlayment shail be an ASTM D 226 Type II installed with a minimum 4" side-laps and 6" end-laps, Undertayment shall be fastened with corrosion resistant tin-caps and 1 j/a" annular ring-shank nails, spaced 6" o.c, �t all laps and two staggered rows 12"o.c. in the field of the roll. Fire Barriei•Soard; Any approved fire barrier having a current NOA. Refer to a current fire directory listing foz• fire ratings of this roofing systern assembly as welI as the lacation af the�re barrier within � the assembly. See Limitation# 3, � Va3ieys: Valley construction shal! ba in compliance with Roofing Application Standard RAS 233 �I and with Unian Corrugating Company's current published installation insiructians, Metal Panels and Instalt the "Master R.ib Roafing Panel" and �aecessories in compliance with Union Accessories: Corrugating Company's currer�t published installation instructions and detaiis. Flashing, ��, penetrations, valley construction and other detail�; shall be canstrueted in campliance with ' the minimum requirements provided in Raofing Application Standards RAS 133, ' Master R.ib Roofing Panels shall be fastened with�minimum of#10-14 x I-112"Hex Head � Wood corrosion resistant fasteners with sealing w�sher, Fasteners shaIl of sufficient Iength �li ta penetrate through the sheathing a minitnum af'!,6", Fasteners shall be place in � accordance with fastener detail herein as follows: �', 1, Panal side ribs shall be fastened along side of th.e panel inside rib, one fastener at the '� overlap.Fietd panel ribs sha11 be fastened with c�ne fastener per rib the sida af the panel. � 2, All fasteners at centar ribs and overlap rib shall be spaced at a maximum distance as noted in Table A below parallel to the roof siope, See detail hereiz�. 3. Panel overlap shall be fastened at the high point with'14-718"Iong Hax Head coz�rosion ' resistant fastenars with sea�ing washer spaced at a maximutn distance as nated in Table IA below paralleI to the roof slope. See detail herein. TASL�A ' MAXIMUM DESIGN PRESSURES � Roof r#,reas Field Perimeter and Corner '� Ma�imum Desi n Pressures •75 sf -135 psf � tYlagim�am Clip Spacing 24" o,c. 12" o,c, 1. Extrapvlation shall not be allowed � I M1AMb1�aoECOUNTY NOA TVo,: 12-OG06.01 ,,,,� � Expiration Date: 49/45(17 Approval Date; 08I23/12 Page 3 of 5 I I I - � —. _- SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fii•e ratings of this product. 2, The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e, field, perimeters, and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e, perimeters, extended corners and,corners), 3. Panels may be rolls formed in continuous lengths frotn eave to ridge. IV�aximum lengths shall be as desci•ibed in Roofng Application Standard RAS 133 4, All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-I�ade County Product Control Seal as seen below, All clips shall be permanently labeled with the manufacturer's riame and/or logo, and/or model. � MIAML•DADE CO�.JNTY „� �� 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Buzlding Cod�and Rule 9N-3 of the Florida Administrative Code. MtAMI•QADE CouNTY NOA No.: 12-0606.01 Expiratiorn Date; 09/OS/17 Approval Date: 08/'1,3/12 Page 4 of 5 � , � N_ �' , • DRA,WINGS N10•74 x 2-�"Hex Nead wooA screwa 1 � I � _�� I � � � � --�`"_' • 36"coverega • ---- � .__.T_. �_ � � � � e � � � I e � � i � 0 See Tabl�� A for �pacing, � � Overlap 2" From Panel End MASTER RIB PANEL END OF THIS ACCEPTANCE MIAMFDADECOUNTY NOA No.: 12-0606.Q1 � � � � Expiration Date: 09/OS/17 , Approval Date: 08/23/12 Page 5 of 5 �