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2014-01-08 14:04 j . a. tayL `•oof i ng 772 468 8397 >?; DATE: FEES DUE: RECEIPT #: Permit tt: . ."...•.• Planning & Development Services Department p Building & Code Regulation Division c . 2300 Virginia Avenue Ft. Pierce, FL 34982.5652 TO, 772-462-1553 St APPLICATION FOR ROOF PERMIT SRE R RSE•S',OE FQg,gLlCTIONS r„ 1. Location/Site Address: _/�l/n C7I�F_ ��i 1 eY►''�lnt 2. Parcel ID Number: P 4/7 SC B NN�D Lucie County ofi"gee Use Only Section Townslti Ran c ap Pace Zoning Land Use I Initials 3. Description of Project or Work Activity: - ✓ >✓ .� 4. Total Roof Area (square feet): % S- Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle kel"Concrete Roof Tile [ ] Wood Shake / Shingle I ] Tar & Gravel I ] Modified Bitumen [ ] Other IA/Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information r Name: v FL Reg/Cent #: Address:26666 21aV✓ CountyCert#: City: State: l Business Name: . l Zip-, 84q51 Phone: qZtIaL&& C611 Phone.VVT 9. Value of Construction: $ a� "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOIVOWNER'S AFFIDAVIT: 1 Corti ly that all of the infornmtion contained in this application is correct and that all work will he done in compliu4 with all applicable laws regulating construction and voning. 44110 ile. fl , P IN'1 QUALIFIERS/OWNERS NAME SIGNAT ' OV4UALIFIFWOWNER S'E'ATE OF FLORIDA, COUNTY OF Lvc ACKNOWLEDGED BEFORE ME THIS DAY OF 20, BY D 701S P ' 'O LLY K OW 710 ME OR HAS PR DUCED AS ID1WE,Itp�MDl9RC•S'rNVE OF FLORIDA e �" K,7ren S. NieISetl NA'1'U FNOTAR TYPE, ORPRINTNAMEOFNOTARY ty,�ll Commission;"DD1000358 COMMISSION NUMBER �5e BONDEDTHRUATEA,,"CnoXD1NGCo,,INC. NOTICE, TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. RevNed 4/2612010 I� r DATE: FEES DUE: TRECEIPT #: Permit #: Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT . � 6 ^// �hSEE R RSE S DE FO INR�UST CTIONS 1. Location/Site Address. aI/ 2. Parcel ID Number: 13z7.701� ��lp• Q©�J • Z Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity t �2��C l e 4. Total Roof Area (square feet): 5. Roof Pitch: 6: f 2 6. Type of Roof- [ ] Fiberglass Shingle [Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other [./f,p roduct Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Innformation 8. Contractor Information Name: (2AMe f re rr,-Jqn jC Address: `glo6L1 _iin IRZ95 kf: ✓ City: A R p yew State: Zip: 1 Phone: q!n 9. Value of Construction: $ �6 FL Reg/Cert�- Q `,� County Cert #: Business Name: //4 16 ✓ ew Phone: - "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliant wit all applicable laws regulating construction and zoning. P IN Q L 1NAM' l r UALIFIERS/OWN RS NAME SIGNAT I UALIFIER/OWNER STATE OF FLORIDA, COUNTY OF I ACKNOWLEDGED BEFORE ME THIS DAY OF 20�, BY WHO IS P SO LLY OW TO ME OR HAS PR DUCED AS IDi.X�_STATE OF FLORIDA Karen S. Nielsen NATU F NOTARY TYPE OR PRINT NAME'OF NOTARY (seal) Commission #-DD1000358 y� `•- --Expires: JUNE 12, 2014 COMMISSION NUMBER D ' BONDED THRU ATLANnC BONDING CO., INC. NOTICE TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 2014-01-08 14:04 j.a.tayl"'', roofing 772 468 8397 >>_ P 5/7 . •ter•-.y.,rp..•...... v..rw..,vvvr.uJl. l ut1l/,gwrvrr,I,Ip�ly,'/17311AF111.r.tlbFlrNtt;nU-1-7411UIUUI000UL PROPERTY RECORD CARD -� Carinch A Ferrmile Record: I of I Ne%i.•:• Spee,Asrtnnt T:1\t'S E%oltplintrr' Prrmlls 16111v Prinl Properly Idenlifie11lion Site AddrtSs: 3604 TWIN LAKES TERR FatcellU: 1327.701-0010.000.2 �yJClB ^- t4l_& Scc(Pown/Runge: 27 :34S :39B Account 4: 5329 Map 10: 13127S Use Typc: SP Res Zoning: PUD City/Crity; Saint Lucie County Owucrship and Mnilinlg Owner; Cllrmen A Ferrante Camel 0 Ferrante Address: 3604 Twin Lakes Ter Fort Pierce Fl. 34951.2978 Lcud Urwripliou, MONTE CARLO COUNTRY CLUB -UNIT THREE- LOT 40 (OR 3587.204, 214) .44k.s IIIfr11111irilllr As.'essmci120B Date Price Cade Deed Book/Puge 2013 Final: 166700 12/6/2013 113900 0116 TR 3587 / 0214 Assessed; 166700 11/25/2013 113900 0116 TR 3587 / 0204 Ag.Credit; 0 4/2/1998 too 01 QC 1137 / 2906 Exempt; $0000 4/22/1993 43300 00 WO _ 0840 / 0959 Tuxub1c: 1I6700 8/11/1988 71S0000 02 QC 0599 / 0647 'Tuxes; 2544.97 8/1/1984 11OS8000 02 CV 0440 / 2803 Exterior 14-nUrrea View: - Ext•1'ypc: HB - HS Grade: B • B Storylight: 0010.1 Story Inlerior Features BedRooms; 0 FullBalh: 2 1 /213u0►: 0 °/aA/C: 100 Special Fenium and Yard Items Type SWAY RES POOL AVG ENC2 - POOL 2NC-AVG PA01 - POOL DK-AVG SDSF - SITE DEV S-F SPA - SPA -HOT TUB IWILDING INFORMATI '1'adnl 1,111141 m1d Itnilding Umd Value: 34300 Acres: 0.4 Building Value; 132400 Finished Arco: 2090 SgFt RoolCover: CS - Cone Shingle RaoiStruet: HP - Hip Yclaslt; 1994 Franc: EIIYrBlt: 1994 Priniewull: BS - CB Stucco No, Units; I S=Wall; Electric: MX - MAXIMUM Prm111twu11; DW - Drywall HcutTypa: FHA - FrcdHotAir Avgl'ltll-1: STD lacutFuch 13LEC - Electric Prm,Flors: CU - Carpet °/ulicaud: 100 %spriltkled; 0 Lind Informaliou Y/S Qty, Units Qual, Cond. YfElt, No, Use'I'ypc Type Mausurc Y 1 280 AV AV 1994 1 0100-SF Res OFI -Front Ft 112,37 Y 1 1200 AV AV 1994 Y 1 920 AV AV 1994 Y 1 I AV AV 2001 Y 1 36 AV AV 1994 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED, Depth 156 Page 7 of 1 Property Appraiser- St.Lucie County, FL Carmen .A Ferrante Record: I of 1 Property Identification Site Address: 3604 TWIN LAKES TERR Sec/Town/Range: 27 :34S :39E Map ID: 13/27S Zoning: PUD hftp://www.paslr:,nr,q/paslc/prc.asp?prclid=l 32770100100002 PROPERTY RECORD CARD _ I I «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Ownership and Mailing Owner: Carmen A Ferrante Carmel 0 Ferrante Address: 3604 Twin Lakes Ter Fort Pierce FL 34951-2978 ParcellD: 1327-701-0010-000-2 2 Account #: 5329 y��,V+SCIECO Use Type: City/Cnty: SF Res ,.. Saint Lucie County Legal Description MONTE CARLO COUNTRY CLUB -UNIT THREE- LOT 40 (OR 3587-204, 214) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 166700 12/6/2013 113900 0116 TR 3587 / 0214 Assessed: 166700 11/25/2013 113900 0116 TR 3587 / 0204 Ag.Credit: 0 4/2/1998 100 01 QC 1137 / 2806 Exempt: 50000 4/22/1993 43300 00 WD 0840 /0959 Taxable: 116700 8/11/1988 7150000 02 QC 0599 / 0647 'faxes: 2544.87 8/1/1984 11058000 02 CV 0440 / 2803 Exterior Features View: - ExtType: HB - HB Grade: B - B StoryHght: 0010 - 1 Story Interior Features BedRooms: 0 FullBath: 2 1/2Bath: 0 °/aA/C: 100 Special Features and Yard items Type SWAV - RES POOL AVG ENC2 - POOL ENC-AVG PA01 - POOL DK-AVG SDSF - SITE DEV S-F SPA - SPA -HOT TUB BUILDING INFORMATION RoolCover: YearB It: EilYrBlt: No.Units: Electric: HeatT ype: IleatFuel: %Heated: Y/S Qty. Units Qual. Cond. YrBlt Y 1 280 AV AV 1994 Y 1 1200 AV AV 1994 Y 1 920 AV AV 1994 Y 1 1 AV AV 2001 Y 1 36 AV AV 1994 CS - Cone Shingle 1994 1994 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information No. Use Type 1 0100-SF Res Total Land and Building Land Value: 34300 Acres: 0.4 Building Value: 132400 Finished Area: 2090 SgFt RooiStruct: Frame: PrimeW all: SecWall: PrmintW all: AvgHt/F I: Prm.Flors: %Sprinkled: HP - Hip BS - CB Stucco DW - Drywall STD CU - Carpet 0 Type Measure Depth GFI -Front Ft 112.37 156 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Page 1 of 1 2014-01-20 13:20 j,a.tayLorr--�ofing 772 468 8397 » 7724626443 P'1/2 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: permit # I,to licensed as Contratta�" ngineer/Architect (Please rint name & circle license type) *F mg nspector *General, Building, Residential orRoofing Contractor or any Individual certified under468 F.S. to makesuch an Inspection, On or about I did personally inspect the roof deck nailing (Date) --� work at: �� 4 q (Job site address) Based upon that examination I have determined the Installation was done according to the Hurricane Mitigation Retrofit Manual (Based on S$3.844 F.S.) q I IJ Signature and Seal License # STATE OF FLQRI COUNTY OF 1 Sworn o d subsc ibe before me this � day n r 20 by Who is persdr(ally known tome or who has produced as Identification. Notary Publi ate of Florid Signature o j K . j . Commission Number: (Seal) En 01/19/2011 NOTARY PUBLIC -STATE OF rr,OxmA Karen S. Nielsen Commission #DD1000358 ''••,�,,.' Expires: JUKE 12, 2014 DONDFD TintU NMANM BONDING CO., INC. �. I:.�1it R��E�y JOSEPH E. SMITH, Cy K OF THE CIRCUIT COURT — SAID I ,UCIE COUNTY FILE # 3915159 OF,' _:ZK 3595 PAGE 1096, Recordedt` (14/2014 at 10:24 NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS S2,500.00 PERMIT#: TAX FOLIO#: I2,q- 7Q I•X I6•=•2, State of Florida, County of .yI O WC I E, , the undersigned hereby gives nor= that improvement Will be made to certain real accordance with chapter 713, Florida statutes, the follows Information is property, end in rg provided In this radce of Commerhcement. 1, LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): Z, GE ERAL DESCRIPTION OF IMPROVEMENT: REROOF 3. WOWNER INFORMATION or 1LESSEE INFORMATION (If Lessee contracted for the improvement) a. Name: Address. ✓ iLt11n $i.W' i R. P b. Interest in property: Ot1� c. Name and address of fee simple title holder (if other than owner): N/ 4, CONTRACTOR: a. Name: J. A. TAYLOR ROOFING, INC. Address: 302 MELTON DRIVE, FORT PIERCE, FL. 34982 b. Phone number: 772-466-4040 5, SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: _N/A b. Phone number. Bond amount: g, LENDER/MORTGAGE COMPANY: e. Name & Address: _N/A b. Phone number. 7, PERSONS WITHIN 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 & Address: _NIA b. Phone number fax number. 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienors notice as provided in section 713.13(1)(b), Florida statues. b. Phone number. 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TOOWNF.R, ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7M PART [,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 LENDEROR AN ATTORNEY BEFORE COMMENCING WORKOR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY/fNCLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KYOYWLEDGE AND BELIEF ECTI N 92.525. FLORIDA STATUTES SIGNATURE OF OWNER or LESSEE or OWNER'S AUTHORIZED OFFICERIDIREC 0RIPARTNER/MANAGER — SIGNA9BY'S TITLE / OFFICE THE FOREGOO NG INSTRUMENT -WAS ACKNOWLEDGED BEFORE ME THISJ,�_DAY OF I.buem�Pr , 20 `&, BY: (:FNVrAP 1 M. I,� i/I��G AS ft%y\E1( FOR NAME OF PERSONS TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED GPERSONALLY'KtNON,-0R UPRODUCED IDENTIFICATIONTYPEOF IDENTIFICATION PRODUCED UIR �;lJ�r� �•P�SE�J NOTARY SIGNATURE / NOTARY PRINTED NAME / NOTARY SEAL NOTARY PUBLIC -STATE OF FLORIDA Karen S. Nielsen j :Commiseion #DD1000358 `-`+'.•` Expires: JUNE 12, 2014 B0NDEonmT„TT..V T a� IN��o.,�I�. STATE OFF RIDA ST. L�1CI OUNTY THf6 I TO CERTIFY THAT It Date JAN 14 2014 �► JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3906441 OR BOC` ~'_i87 PAGE 214, Recorded 12/12/2013 a,r `L:55 AM Doc Tax: $797.30 0 4 r' Prepared by and return to: Frank H Fee, III Attorney at Law Fee At Fee, P.L. 426 Avenue A Fort Pierce,TL� File Stamp Tax: For 11 This TiTstee s-D-4frna ; his `"- a of D cemb , 01 , een Mark E�e and Timoth 'J h C ne as S sor Truste Carbone Livin Trust dated April 2, 1998, as restated March 4, 2008, as to an undivided -one-half (112) interest whose post office addresses, respectively, are 186 Milbank Ave #A, Greenwich, CT 06830 and PO Box 115, Quogue, NY 11959, grantor, and Carmen A. Ferrante and Carmel O. Ferrante, husband and wife, whose post office address is 11 Knox Terrace, Totowa, NJ 07512, grantee: (Whenever used herein the terra grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, vests and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained; and sold to the said grantee, and grantee's h ' si s forever, t ing describ,dland e, lying attd hei>lg in Saint I Coun lorida, to -wit: ( ( ) 4 40, Mont&Crlo/tog6try Club f it hree, >�iccrdt�ding to recorded in Plat Ifo0 23, Page 27, ub 'c Re tof St._L 1327- y'SL JECT TO y>sstric ns,' reserva ' ns, 6 itations, an easements an ence to sat ons shall n o reimpose 1 taxes for the year 2013 and subsequent years. Grantor warrants that at the time of this conveyance, the subject property is not the grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Mark Edward Carbone resides in the State of Connecticut and Timothy Joseph Carbone resides in the State of New York. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. r_ k OR BOOK 3587 PAGE 215 r To Have and to Hold, the same in fee simple forever. And the Grantor hereby covenants with the Grantee that at the time of the delivery of this deed, the premises were free from all encumbrances made by Grantor and that Grantor will warrant and defend the same against the lawful claims and demands of all persons claiming by, through or under Grantor, but aaains ne of . �� r � /� In and delivered in First Witnts Signature FirsMitne.z rinte a Second Witness Signature Second Witness Printed Name Mark Edward Carbone, as Successor Co -Trustee of the Jean Carbone Clinton Living Trust dated April 2,1998, as restated March 4, 2008 Carbone, as Successor Co-T stee of the Jean Carbone Clinton Living Trust dated April 2, 1998, as restated March 4, 2008, who [VI is personally known or[ ] has produced a driver's license as identification. Vito [Notary Seal] No Pu I Printed Name: My Commission Expires: �Jatary Pu 'ic - tale t RO Q1Pr618 Qua" ^ i^ C. •n Y. Trmte 's De d -Page 2 , • OR BOOK 3587 PAGE 216 First Wi ess Signature State of A&-O 4 County of AIA ;ju��A 6g NO-JOA� Timothy Josep r ddrbone, As Successor Co -Trustee of the Jean Carbone Clinton Living Trust dated April 2, 1998, as restated March 4, 2008 The foregoing instrument was acknowledged before me this —1 day of December, 2013. by Timothy Joseph Carbone, as Successor Co -Trustee of the Jean Carbone Clinton Living Trust dated April 2, 1998, as restated March 4. 2008. who [ ] is personally known or [ lhas produced a driver's license as identification. r tar Public Print d N me: L t My C onunission Ex ' es: DO 1 LILLIAN CIMINO Notary Public. State of New York No. 60-4769308 Ouali6ed in Suffolk County Commission 1ras June 30. TrwC D �+ JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3906439 OR BOA'- ~i587 PAGE 204, Recorded 12/12/2013 .. .1:55 AM Doc Tax: $797.30 This Instrument Was Prepared By And Should Be Returned To: John C. Strickroot, Jr., Esquire SHUTTS & BOWEN LLP 525 Okeechobee Blvd., Suite 1100 West Palm Beach, Florida 33401 D THIS TRUSTEE' D D, executed s o thej d ember, 2013, by PN BANK, A , S TR05 HN I. T N TR TAPR1L 2' 1998, as t an ndivided o ha1 Brest e ` rant ose ailin dyes Liberty Ave ills PA 152 , o C A. FE C L O. FE TE, hus nd and wife the "Grantee"), having a mailing address o 11 Knox Terrace, Totowa, NJ 07512. WITNESSETH: That Grantor, for and in consideration of the sum of $10.00 and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency of which is acknowledged, has granted, bargained, and sold to Grantee and Grantee's heirs and assigns forever, the following described real property situate, lying, and being in St. Lucie County, Florida, and legally described as follows: Lot 40 MONTE CARLO COUNTRY CLUB, UNIT THREE, according to the Plat tl m=f-as recorded in Plat Bpak-2_3, Page 27, Public Records of St. Lucie County, Florida TO HAVE ANp T HrD the sani This conveyance i maUBJECT 1. Ad valore rea roperty tar 3. Unplatted public utility easements of record. 4. Comprehensive land use plans, zoning and other land use restrictions, prohibitions and requirements imposed by governmental authority. And the Grantor covenants with Grantee and Grantee's assigns, that the premises are free from all encumbrances made by Grantor, except as aforesaid, but against none other. This Deed is made by Grantor as Trustees of an express trust and not individually and Grantor shall have no obligations whatsoever with respect to any warranties made in this Deed or other r the pr ses e t only so far-astlte trash�erty ir-,�l pos?ssien et; 'w OR BOOK 3587 PAGE 205 Grantor shall be applicable for payment and discharge thereof. It is expressly understood that any representations, warranties, covenants, undertakings, and agreement made on the part of Grantor, all in form purporting to be the representations, warranties, covenants, undertakings, and agreements by the Grantor or for the purpose or with the intention of binding Grantor personally, are actually made and intended for the purpose of binding only the trust property which is constituted by the within premises; and that no personal liability is assumed by nor shall at any time be asserted or enforceable against the Grantor individually on account of any instrument executed by or on account of any representation, wawa nt ndertaking, ment of the for either expressed or implied, all such r nal liability, ifan , barn xpressly war d andr easedby acceptan and recordatt n of is Dee e. IN WIT OF, Grantor as xecute thi deed as f t e day in y firs above ign , sealed, and de ' ered the p nce of, PNC ANK, N.A., USTEIE OF JOHN I CL /A/D APRIL , Signature of Witness 1 B . �r: u„ G, Mop/r t Jamcs Wilharm tl . Vice President Print name of Witness 1 % �- i [Corporate Seal] Sig6ature of Witness 2 r/H PETS as -, CO ON WEA OF E SYLVANIA V ss. C NTY OF ALLEG NY The fore g ' ins met was ac wle gad jbefore e this a day of Nove be , 2013, by es as Vi Pre ' ent o an , N.A.;rus a John I. CH st, pril 2, 8, wh, is L] ersonall known me o who' has pro cad PA DA v&za , G en s t, as identification. ; OFFICIAL NOTARIAL SEAL: tart eol.� , (Type, print, or stamp name) Notary Public 1 Q Commission No. ` (�v My Commission Expire :COMMONWEALTH OF ANSYLVANIA Notarial Seal 2 ED"I'll 1 J-043 TA.(Lw11__/ �zr-43T T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. 7205 Elyse Circle P S L Florida 34952-8212 PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor -1 • Q• T/, C trn 9, 1 NC . ) Owner F F_ ? Az k t-S_T I= Date Job Address 364>4 .TT w1 u 23L u [7 TILE ROOF JENI f�6,T?,k �sIrrb.T19 NOA . L -j0j5.Ar_'L NEW ROOF RE -ROOF X REPAIR AREA ZSQ TILE ROOF PLAN &�a �� '2 - .✓Als 4'' *% Jti_�t. - .rl' rirt`i�jy f T 4"1' �' rGlj 2 �T ���r.'s� � fir' •:pt� ..�t'•'i ,:a.�,'� �`�3'`�+ " n 5a` �r l�q n ite tir f ' 6 n sh nk a' (O 1P. d n ful 1 r n( h d" 1 ng) acc a en s a tT tr isse ASCE 7-10 & FBC 2010 ENCLOSED BLDG �_ SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2 / V = 1& a/ EXPOSURE U . / A = .� / Kzt = 1.0 / ROOF / PITCH `5 /12, h ZONE 1 B@ h=30 = x A = PSF x 0.6 = Z 5•3 ZONE B @ h=30 = xA = PSF x0.6= :-44.( a= ZONE 3 B @ h=30 = x A = PSF x 0.6 = ^44-1 a = Mp=(PA)-Mg= xA - Mg =Mp b_ < M f = 31.3 FOAM �o4y pFo 1[pNOA/Z'a225.18 MORTAR NAIL q�. PADDY SIZE Z%s{T� �l�t WEIGHT 1�g NAIL SIZE NUMBER PER TILE ^ RIDGE VENT DCSM FASTENING NAIL TILE FASTENING MORTAR FOAM X DRIP EDGE SIZE' �J`DRIP MATERIAL Ze.AAe 4- ( FLASHING MATERIALS 44 10NI. DECK TYPE PLYW00 THICKNESS 1`I��j2� M��' OTHER BASE SW,pE�ET M.p S5NO. OF PLIES 1 TYPE OF FASTENERS/BONDING 4� -VIO A-95 PLY SHEET �� 6 Lf:AM. OF PLIES ( TYPE OF FASTENERS/BONDING Ho-r Mdl? FASTENERS/BONDING: NAILS SELFADHERING ROOFING NAILS &TINS CAPS FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: Field "oc @Lap, #Rows z-@ 1Z" oc Perimeter: c "cc @ Lap, # Rows %t- @ 7- " oc Corner: 9 " oc @ Lap, # Rows 2-@ lz" cc T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B u i Id i ng Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These Tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2 [2]_oiz P�t caul 3�-1-54 A5cfff 7- is COMPONENTS AND CLADDING WORST CASE DESICIN PRESSURE [PSF]. 160 Exp B Roof > 0 to 7 degrees Zone 1 -27.6 7degrees = 11/2112 pitch Zone 2 -46.4 Zone 3 -69.8 =degrees 'Zone 1 -26.3 t7de:qre:esh one 2 -44,1 ne 3 -ram Roof > 27 to 45 degrees Zone 1 �..� 45 degrees = 12/12 pitch Zone 2 - 32.4 Zone 3 - 32.4 160 Eyp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story -33-4 -38.7 -40.6 -45.9 -56.2 -65.0 -68.3 -77.1 -84.5 -97.7 -102.7 -115.9 - 30.7 - 35.5 -37,2 - 42 - 53.4 - 61.8 -64.9 - 73,3 -78.8 - 91.2. - 95.7 - 108:.1 -33.7 -40.0 -40.1 -46:2 -39.3 -45.4 -473 -53.8 -39.3 -45.4 - 47.7 -53.8 150 Exp i3 150 Exp C 150 Exp C 150 Exp D (one story') ( two story*) (one story*) Roof > 0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 7degrees = 11 /2 /12 pitch Zone 2 -40.8 -49A -57.2 -60-0 Zone 3 -61.4 -74.3 -86.0 -90-3 Roof > Tto 27 degrees Zone 1 -22,2 - 26.9 - 31.1 -32.7 27 degrees = 6/12 pitch Zone 2 -38.7 - 46.9 - 542 -56.9 _. Zone 3 -57,3 . - 69.4 - 80-3 -84.3 -'Roof-> 27-to 45-degrees Zone 1 - 24.3 -29.6 -34.1 -35.8 215 degrees=.1.2/12 pitch Zone 2 - 28.4 -34.4 -39.8 -41.8 Zone 3 - 28A -34.4 -39.8 -41.8 One story" = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet 150 Exp D ( two story") -40.4 -67.8 -102.0 Itry) - 36.9 - 64.3 �1 I - 95.2 -40.4 -47.2 -47.2 if allowed 5y the Miami Dade N.O,A or Florida Product Approval any system.that does not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing 'A T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE httD://www.tcbeweb.com Florida Building Code Edition 2010 �- High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI: x 7, _ ) - Mg: = Mrl Product Approval Mf (P2: x ?L _ ) - Mg: = K2 Product Approval Mf (P3: x X _ ) - Mg: = Mr3 Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr I' Mr required Moment Resistance* Mean Roof Height Roof Slope $ 15' 0 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 312 32.2 34.4 36.0 37.4 39.8 4:12, 30.4. 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the Fvalues are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: x L = x w: _ _� - W. x cos 0 = Frl Product Approval F (PZ: x L = x w: = ) - W: x cos B = F2 Product Approval F (P3: x L = x w: = - W: x cos o = Fri Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1orP2orP3 RAS 127 Table I orbyan engineering analysis prepared by PEbasedon ASCE7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gmvity M, Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE - BUILDING 15.37 TRINITY ERD Table 36-2: Attachment Resistance Expressed as a Moment- Mf (ft4bf) Low Profile Tiles, Mortar & Adhesive Set Systems Size (inch) Weight (g) TO Substrate To Tile To Substrate To Tile Tile Application Adhesive Mf (ft Ibf) TILE BOND- 1 x 6 1 x 6 10A 10.4 43.8 Touch 'n Seal'" 1.25 x 10 0.75 x 10 8A 5.1 41.8 StormBond / Inter- 3M Foam Roof Tile Adhesive RTA-1(formerly 4 x 8 4 x 8 12 12 44.0 Dependent Polyset' One) 3M 2-Component Foam Estate "S" Roof Tile Adhesive AH-160 4 x 4 2 x 4 16 8 31.3 (formerly PolyProm AH160) 3M 2-Component Foam 2 x 7 N/A 24 N/A 45.5 Independent Roof Tile Adhesive AH-160 (formerly PolyPro° AH160) 2 x 10 N/A 54 N/A 86.6 Mortar Per RAS 120 and Product Approval of Mortar Mfgr 20.6 Table 3C 1: Attachment Resistance Expressed as a Moment- Mf (ft Ibf) High Profile Tiles, Mechanically Attached Systems Tile Fastener DirectDeck (min. p yW-d)" Direct -Deck (min. Pi��)" Battens Type # Size Shank Gip Nail One (1) 10d Smooth or Screw N/A 5.1 6.8 2.8 Nail Two (2) 10d Smooth or Screw N/A 6.9 9.2 7.3 Nail One (1) 10d Smooth or Screw Feld 23.1 23.1 19.0 Nail One (1) 10d Smooth or Screw Eave 29.3 29.3 24.0 Bella High "S" Nail Two (2) 10d Smooth or Screw Field 27.6 27.6 38.6 or Galena Nail Two (2) 10d Smooth or Screw Eave 38.1 38.1 41.8 Spanish "S" Nail Two (2) 10d Ring N/A 28.6 41.2 19.4 Nail' Two (2)' 10d' Ring' N/A 33.1' 48.1' 50.9' Screw One (1) #8 N/A N/A 20.7 20.7 18.1 Screw Two (2) #8 N/A N/A 43.2 43.2 29.8 'Installation with a 4-inch tile headlap and fasteners located min. 23Vinch from head of tile. Table 3C-2: Attachment Resistance Expressed as a Moment- Mf (ft-lbf) High Profile Tiles, Mortar & Adhesive -Set Systems Size (inch) Weight (g) To Substrate To Tile To Substrate To Tile Tile Application Adhesive Mf (ft-►bf) TILE BOND'" 1 x 6 1 x 6 10.4 10.4 48.1 Touch 'n Seal- 1.25 x 10 0.75 x 8 8.4 3.9 51.6 StormBond Inter- 3M Fo Dependent AdF Orly 4 x 8 4 x 8 12 12 36.2, Bella High "S" or Galena Spanish "5" 4 x 4 2 x 4 16 8 35.3 24 N/A 38.7 63 N/A 66.5 oval of Mortar Mfgr 24.5 L Exterior Research ant l -i Report E39310.11.11-1-R1 Certificate of Authorizati, 1: 06/22/2012 FL7804-R7 \ Revision \ Page 6 of 7 V TAMKO® MO.30 ASTM D 4869-PRODUCT DATA Asphalt Saturated Organic Felt Manufactured in Green Cove Springs, FL r3'� TAMK01 NO.30 ASTM D 4869 SATURATED FELT features a tough TAMKO organic felt (non -perforated) that is saturated with asphalt. - = - - Accepted for use as an underlayment felt to be applied over the deck prior to the installation of TAMKO asphalt shingles. ASTM D 4869, Type 1 U.L. Prepared Roofing Accessory PRODUCT DATA* Roll Dimensions 72' X 36" = Coverage per roll 2 Squares ''. Laying Lines 2", 4", 17" a t: 'All values stated as nominal THIS PRODUCT IS SOLD "AS IS" WITHOUT WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR t f•-= _ } { =''' -, FITNESS FOR A PARTICULAR PURPOSE. CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has con- cluded that fumes of heated asphalt are a potential occupational carcinogen. Do not heat or burn this product. ITAMKOI 06=8 Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 BUILDING PRODUCTS Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 TAMKO Logo. Roofer Logo. and TAM' are registered trademarks of of Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 TAMKO* Building Products, Inc. Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 Information included in this product data sheet was current at time of printing. To obtain a copy of the most current version of this product data sheet. visit us online at tamko.com or call us at 800.641-4691. lorida Building Code Online Porida Depdttnlent& BCIS Home Log In : User Registration Hot Topics Submit Surcharge Stats & Facts Busines ) Professi I product Approval *USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R2 Application Type ron - . ® Code Version 2010 ® Application Status Comments Archived f x• t�a�Hnus.nenvr,naea- aePs}t�t?is�ort�' .carrt>.croerx Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PRI Construction Materials Technologies, LLC Underwriters Laboratories Inc. 03/26/2013 Robert J. M. Nieminen, PE r Validation Checklist - Hardcopy Received FL12328 R2 COI PRI CMT Cert of Indeoendence.odf Standard Year ASTM D1970 2001 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gOlAramDGm5eNSvjPB... 3/15/201 ?lorida Building Code Online Page 3 of 4 pq� Impact Resistant: N/A Test Design Pressure: N/A Reports FL12328 R2 TR 2010 Referenced Standards Evaluation Other: For use under discontinuous roofing systems i.e. for TAM KO 10 03 2011.pdf asphalt shingles with slopes greater than 2:12. Not FL12328 R2 TR nailfast reoort.odf approved for use in HVHZ. Not for use as a substrate for j adhesive -set roof tile. Refer to FRSA/TRI 07320/8 for underlayment options with tile roof systems. Maximum 30 day exposure. 12328.6 No. 15 ASTM D4869 jAsphalt saturated organic felt Limits of Use Installation T Instructions 1 Approved for use in HVHZ: No FL12328 R2 II UNDERLAYMENT.pdf Verified By: Robert J. M. Nieminen 59166 j Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Test Reports j FL12328 R2 TR no 15 astm d4869 renort.odf i Other: For use under discontinuous roofing systems i.e. I asphalt shingles with slopes greater than 2:: Not approved for use in HVHZ. Not for use as a substrate for j j adhesive -set roof tile. Refer to FRSA/TRI 07320/8 for underlayment options with tile roof systems. Shall be covered as soon as possible after installation; exposure for more than 24 hours could affect performance. 12328.7 No. 15 UL jAsphalt saturated organic felt Limits of Use jInstallation Instructions Approved for use in HVHZ: No FL12328 R2 II UNDERLAYMENT.pdf ! Approved for use outside HVHZ: Yes Verified By: Robert J. M. Nieminen 59166 Impact Resistant: N/A Design Pressure: N/A Test Reports FL12328 R2 TR no 15 ul report.odf j Other: For use under discontinuous roofing systems i.e. `asphalt shingles with slopes greater than 2:12. Not j approved for use in HVHZ. Not for use as a substrate for ; adhesive -set roof tile. Refer to FRSA/TRI 07320/8 for 4 underlayment options with the roof systems. Shall be covered as soon as possible after installation; exposure for more than 24 hours could affect performance. i 12328.8 No. 30 ASTM JjAsphalt saturated organic felt i Limits of Use Installation Instructions Approved for use in HVHZ: No I FL12328 R2 II UNDERLAYMENT.odf Approved for use outside HVHZ: Yes Verified By: Robert J. M. Nieminen 59166 Impact Resistant: N/A Design Pressure: N/A Test Reports FL12328 R2 TR no 30 astm report.odf ; Other: For use under discontinuous roofing systems i.e. asphalt shingles with slopes greater than 2:12. Not j approved for use in HVHZ. Not for use as a substrate for j adhesive -set roof tile. Refer to FRSA/TRI 07320/8 for j underlayment options with tile roof systems. Shall be covered as soon as possible after installation; exposure j for more than 24 hours could affect performance. 12328.9 JINo. 30 ASTM D4869 Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R2 II UNDERLAYMENT.odf Approved for use outside HVHZ: Yes Verified By: Robert J. M. Nieminen 59166 Impact Resistant: N/A Design Pressure: N/A Test Reports FL12328 R2 TR no 30 astm d 4869 report.pdf i Other: For use under discontinuous roofing systems i.e. asphalt shingles with slopes greater than 2:12. Not ' approved for use in HVHZ. Not for use as a substrate for adhesive -set roof tile. Refer to FRSA/TRI 07320/8 for underlayment options with tile roof systems. Shall be covered as soon as possible after installation; exposure for more than 24 hours could affect performance. 112328.10 No. 30 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R2 II UNDERLAYMENT.pdf Approved for use outside HVHZ: Yes Verified By: Robert J. M. Nieminen 59166 Impact Resistant: N/A Test Reports Design Pressure: N/A FL12328 R2 TR no 30 ul report.odf j Other: For use under discontinuous roofing systems i.e. asphalt shingles with slopes greater than 2:12. Not http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuar gOlAramDGm5eNSvjPB... 3/15/201 Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics Busiries�,�`� �- Ps °duff Professional t Approval s_ Submit Surcharge Stats & Facts Publications FBC Staff SC15 Site Map Links Search *gulotion Prr uct :corc.,_N�n� > t,st > Application Detail 3s , ,. a FL = FL11915-R2 .W Application Type =Av, Code Version Application Status Comments Archived r Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 (770)933-4477 etodd@atlasroofing.com Authorized Signature Ed Todd etodd@atlasroofing.com Technical Representative Ed Todd Address/Phone/Email 2000 Riveredge Pkwy Suite 800 Atlanta, GA 30328 (770) 933-4477 etodd@atlasroofing.com Quality Assurance Representative Address/Phone/Email v� Category =Underlgaymnt, Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert Nieminen PE-59166 UL LLC 02/22/2013 John W. Knezevich, PE (= Validation Checklist - Hardcopy Received FL11915 R2 COI Trinity ERD CI - Nieminer.odf Standard Year ASTM D1970 2001 ASTM D224 1996 ASTM D226 2006 ASTM D2626 2004 ASTM D4798 2001 htrn•//floridahuildin(i.oriZ/nr/pr am) dtl.aspx?param=wGEVXQ,,utDgsxYIeb4opODUni2k... 5/24/2012 Florida Building Code Online ASTM D4869 2005 ASTM D6380 2003 ASTM D6757 2007 ASTM G155 2005 TAS 103 1995 TAS 110 2000 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/23/2012 04/17/2012 03/02/2012 04/23/2012 Page 2 of 21 summary or rrouuco FL # Model Number or Name Description 11915.1 Atlas Roof Underlayments —111 Roofing Underlayment s for use in HVHZ jurisdictions (HVHZ) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL11915 R2 II er041212FINAL ATLAS Approved for use outside HVHZ: No Underlayments HVHZ FL11915-R2.Ddf Impact Resistant: N/A Verified By, Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for limits of use. Evaluation Reports FL11915 R2 AE er041212FINAL ATLAS Underlayments HVHZ FL11915-R2.odf Created by Independent Third Party: Yes 11915.2 Atlas Roof Underlayments Roofing Underlayments for use in non-HVHZ jurisdictions (non-HVHZ) Limits of Use Approved for use in HVHZ: No Installation Instructions FL11915 R2 II er041212FINAL ATLAS Underlavments NON - HVHZ FL11915-R2.odF Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL11915 R2 AE er041212FINAL ATLAS Underlayments NON- HVHZ FL11915-R2.Ddf Created by Independent Third Party: Yes Back Nert Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterra)dbpr.state.fl.us. Product Approval Accepts: aw.c'cW arms M Credit VE httn-//flnri(in huiIding. ore/nr/i)r amp dtl.aspx?param=wGEVXQwtDgsxYleb4opODUni2k... 5/24/2012 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 -TRINITY ERA OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Atlas Roofing Corporation 2000 River Edge Parkway Atlanta, GA 30328 Evaluation Report A12630.12.08-NON-HVHZ-R3 FL11915-112 Date of Issuance: 12/23/2008 Revision 3: 04/12/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code (non-HVHZ). DESCRIPTION: Atlas Roof Underlayments (non-HVHZ) LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. �V Evaluation Report consists of pages 1 through 9. This E p 1 Prepared by: 1� - - The Facsimile seal appearing was authorized - Orr by Robert Nieminen, P.E. on 04/12/2012 This does not serve as an electronically signed document. Signed, sealed hardcopies have been Robert J.M. Nieminen, P.E. �,�.�,,:�^��,,•` transmitted tothe Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. manufacturing or distributing products for which 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company the evaluation reports are being issued. have, nor will acquire, a financial interest in any other entity involved in the approval process of the 4. Robert Nieminen, P.E. does not product. i TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments: 4.1.1 #15 SPECIFICATION FELT is an ASTM D226 Type I / ASTM D4869, Type II asphalt -saturated organic felts 4.1.2 #30 SPECIFICATION FELT is an ASTM D226 Type II / ASTM D4869, Type IV asphalt -saturated organic felts 4.1.3 #15 STANDARD SATURATED FELT is an ASTM D4869, Type I asphalt -saturated organic felts f .1.4 #30 STANDARD SATURATED FELT is an ASTM D4869 Type II asphalt -saturated organic felts 4.1.5 #43 BASE SHEET is an ASTM D2626 asphalt -saturated and coated organic felt. 4.1.6 GORILLA GUARD® is an ASTM D6757 glass mat reinforced, asphalt -saturated roofing underlayment. The product also meets the performance requirements for an ASTM D4869, Type I organic felt. 4.2 Self -Adhering Underlavments: 4.2.1 WEATHERMASTERTM GRANULAR ICE & WATER PROTECTION is a self -adhering, glass mat reinforced, granular surfaced, SBS modified roof underlayment. 4.2.2 WEATHERMASTERTM POLYSEAL is a self -adhering, poly -fabric surfaced, high -temp, SBS modified roof underlayment. 4.2.3 WEATHERMASTERTM TU ULTRA is a self -adhering, woven polyester surfaced, SBS modified tile underlayment. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 #55 SMOOTH ROLL ROOFING is an ASTM D6380, Class S asphalt -saturated organic roll roofing sheet. �4.3.2 SLATE/TILE UNDERLAYMENT is an ASTM D6380, Class M asphalt -saturated organic roll roofing sheet. 4.3.3 #90 MINERAL SURFACE ROLL ROOFING is an ASTM D6380, Class M asphalt -saturated organic roll roofing sheet. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Atlas Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop Atlas underlayments are follows: Exterior Research and Design, LLC. Evaluation Report A12630.12.08-NON-HVHZ-R3 FL11915-R2 Certificate of Authorization #9503 Revision 3: 04/12/2012 Page 3 of 9 5.4.1 5.5 �..fi TRINITY ERD Table 1: Roof Cover Options Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate &Shingles Shingles 15 Specification Felt Yes No No Yes Yes #30 Specification Felt Yes Yes No Yes Yes Yes #15 Standard Saturated Yes No No Yes Yes Yes Felt 30 Standard Saturated Yes No No Yes Yes Yes Felt 43 Base Sheet Yes Yes No Yes Yes Yes Gorilla Guard Yes No No Yes Yes Yes WeatherMaster Granular Yes No No No Yes Yes Ice & Water Protection WeatherMaster Polyseal Yes No No Yes Yes Yes WeatherMaster TU Ultra Yes Yes Yes 5.4.1 Yes Yes YesSee #55 Smooth Roll Yes Yes No Yes Yes Yes Roofing Slate / Tile Yes Yes Yes No Yes Yes Underlayment See 5.4.1 90 Mineral Surface Roll Yes Yes Yes No YeS Yes Roofing See 5.4.1 "Foam -On Tile" is limited to use of Polyfoam PolyPro AH160 unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Allowable substrates for self -adhering underlayments are noted below: 5.5.1 Direct -Bond to Deck: WeatherMasterTm Granular Ice & Water, Polyseal or TU Ultra self -adhered to: > ASTM D41 primed structural concrete; r New or existing untreated and unprimed plywood; ASTM D41 primed plywood; > New or existing untreated and unprimed OSB; Y ASTM D41 primed OSB 5.5.1.1 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI 07320 and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind pressures. Maximum Design Pressure = -45 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH). Primer: (Optional) ASTM D41 Underlayment: WeatherMaster TU Ultra, self -adhered Exterior Research and Design, LLC. Evaluation Report A12630.12.08-NON-HVH2-R3 FL11915-R2 Certificate of Authorization #9503 Revision 3: 04/12/2012 Page 4 of 9 I TRINITY ; ERD 5.5.2 Bond -to -Insulation: WeatherMaster TM Granular Ice & Water or TU Ultra self -adhered to: > DensDeck Prime WeatherMaster TM Polyseal self -adhered to: > ACFoam HS For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4470, Appendix K or TAS 114, Appendix J. 5.5.3 Bond to Mechanically Attached Base Underlavment: WeatherMasterTm Granular Ice & Water, Polyseal or TU Ultra self -adhered to: > ASTM D226, Type I or II felt; > ASTM D4869 felt; > Gorilla Guard. 5.5.4 Bond to Other Substrate Types: WeatherMasterTm Granular Ice & Water, Polyseal or TU Ultra self -adhered to: > ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6 Exposure Limitations: 5.6.1 #15 Specification Felt, WeatherMaster TM #15 Specification Felt, #30 Specification Felt, WeatherMaster TM #30 Specification Felt, #15 Standard Saturated Felt, WeatherMaster TM #15, #30 Standard Saturated Felt, WeatherMaster TM #30, #43 Base Sheet and #55 Smooth Roll Roofing shall be covered as soon as possible after installation; exposure for more than 24 hours after installation could adversely affect performance erMasterlm Polyseal, 5.6.2 Slate/Tie uard@, aym nt orster Tm #90 Mineral lSurface RolrRoof Roofing shally h Gorillanot be left exposed for longer than 30-days after installation. 5.6.3 WeatherMaster""^ TU Ultra shall not be left exposed for longer than 180-days after installation. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind le ayment Requirements as 02/ 14/2011 "for limitations for Rself-adoof hering l unde layments usled beneath fiof le roof systems, Exterior Research and Design, LLC. Evaluation Report A12630.12.08-NON-HVHZ-R3 FL11915-R2 Certificate of Authorization #9503 Revision 3: 04/12/2012 Page 5 of 9 TRINITY ERA 6. INSTALLATION: 6.1 Atlas Roof Underlayments shall be installed in accordance with Atlas published installation ection 5 herein and the specifics noted requirements subject to the Limitations set forth in S below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 #15 Specification Felt,• #15 Standard Saturated Felt; #30 Standard Saturated Felt: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or ASTM D4869 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report A12630.12.08-NO L 1915-R2 certificate of Authorization #9503 Revision 3: 04/12/2012 Page 6 of 9 TRINITY ERD 6.3.2 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and (lashings. 6.4 #30 Specification Felt: 6.4.1 Shall be installed in compliance with the requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For use in non -tile applications, reference is made to the current edition of the NRCA Steep - slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings. 6.4.3 For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5 #43 Base Sheet: 6.5.1 Shall be installed in compliance with the requirements for ASTM D2626 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.5.2 For use in non -tile applications, reference is made to the current edition of the NRCA Steep - slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings. 6.5.3 For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.6 #55 Smooth Roll Roofing: 6.6.1 For use in closed valleys per FBC 1507.2.9.2, Item 3. 6.6.2 Shall be installed in compliance with the requirements for ASTM D2626 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.3 For use in non -tile applications, reference is made to the current edition of the NRCA Steep - slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings. 6.6.4 For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.7 Gorilla Guardg: 6.7.1 Shall be installed in compliance with the requirements for ASTM D4869 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 On decks having a slope greater than 4" per foot, one layer of Gorilla Guard TM should be applied. Always lay the Gorilla Guard TM parallel to the eaves, lapping each course at least 2" over the underlying course. Apply the drip edge underneath the Gorilla GuardT`" along the eaves and over the Gorilla GuardT'" along the rakes. Gorilla Guard"m should never be applied perpendicular to the eaves. Secure the Gorilla Guard.T"' with fasteners every 12" across the lower and upper edge to hold it in place. If more than one piece is required to continue a course, lap the ends at least 4". End laps in succeeding courses should be located at least 6' from end laps in the preceding course. Lap the Gorilla GuardT"' a minimum of 6" from both sides over all hips, ridges and valleys. Where a roof meets a vertical surface, carry the underlayment at least 4" up the surface. Exterior Research and Design, LLC. Evaluation Report A12630.12.08-NON-HVHZ-R3 certificate of Authorization #9503 FL11915-R2 Revision 3: 04/12/2012 Page 7 of 9 9 I � TRINITY ERD 6.7.3 On slopes 2" to 4" per foot apply a double layer of Gorilla Guard'" over the entire deck surface. Starting with a 19" wide strip at eaves, overhanging the eaves 1/4" to 3/8", cover with full 36" strips providing a 17 exposure. Continue with 36" strips lapping each course 19" over the preceding course. End laps for low slopes shall be 12" and staggered 6' apart. 6.8 WeatherMasterT`" Granular Ice & Water Protection Polvseal and TU Ultra: 6.8.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.8.2 For non -tile applications: 6.8.2.1 Apply sheet parallel to the roof edge, extending over 1/4". Overlap edge seams 3", so that laps will shed water. End seams should be overlapped 6" and staggered. On steep slope applications it may be necessary to spot nail the top edge of the membrane temporarily during the installation process. For wrinkle -free application, cut WeatherMasterTM Underlayment into 10 to 15 foot lengths and reroll. When installing at temperatures below 450F and on slopes above 8" in 12"—face nail in the overlap area at the top of the sheet at 12"oc. Peel back 1 to 2 feet of release paper. Align the sheet on the lower edge of the roof and adhere the first 1 to 2 feet. Pull the release paper from under the sheet and continue to peel it while pressing the sheet into place. Roll lower edges firmly with a wallpaper roller or other hand roller. 6.8.2.2 For Valleys and Ridges: Cut WeatherMasterTM Underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.8.3 For the applications: 6.8.3.1 Reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.9 Slate/Tile Underlayment and #90 Mineral Surface Roll Roofing; 6.9.1 Shall be installed in compliance with the requirements for ASTM D6380, Class M sheets in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.9.2 For use in non -tile applications, reference is made to the current edition of the NRCA Steep - slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings. 6.9.3 For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Section 5.7 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design, LLC. Evaluation Report Al2630.12.08-NON- FL31915-112 Certificate of Authorization #9503 Revision 3: 04/ 12/2012 Page 8 of 9 TRINITY ERA 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 9N-3 QA requirements. 10 QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A12630.12.08-NON-HVHZ-R3 Certificate of Authorization #9503 FL11915-R2 Revision 3: 04/12/2012 Page 9 of 9 Florida Building Code Online - Page 1 of 2 kt S+A ^' �_ �( a it • wtit ��� �,L,�����' Q � rr'^F, �,��_-,'�-� � .._ >S°��."?.. Div _�'.:3":.s�s-.:. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business Approval Professional Product z USER: Public User K~g iia for Product Approval Menu > Product or Aoo6cadon Search > Aophcation List > Application Detail sg J FL # FL7804-R7 Application Type _ _._Revision._ Code Version ci��l Application Status Comments Archived Product Manufacturer Entegra Roof Tile, Inc. Address/Phone/Email 1289 NE 9th Aven e Okeechobee, FL 34972 (863) 467-0042 xt 1228 tjohnson@rooftilelcom Authorized Signature Terry Johnson tjohnson@roofti Technical Representative Jim Deyarmond Address/Phone/Email 1289 NE 9th Ave Okeechobee, FL (863)467-0042 JDeyarmond@roi Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Terry Johnson 819 South Federa Hwy Suite 300 Stuart, FL 34994 (800) 586-7663 i Roofing Roofing Tiles Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Repol from a Florida Registered Architect or a Licensed Florida Profession I Engineer 'L,6 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 PRI Construction Aatej 10/30/2013 John W. Knezevi PE 2) Validation Checklis Standard ASTM C1492 FRSA/TRI 07 SSTD 11 TAS 100 Technologies, LLC - Hardcopy Received R Year 2003 2005 1997 1995 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquovOjOHI%2bAMgsl... 4/22/2013 Florida Building Code Online Page 2 of 2 TAS 101 1995 TAS 102 1995 TAS 102(A) 1995 TAS 112 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/22/2012 -Date Va ddated 06/22/2012 Date Pending-FBC Approval 06/27/2012 Date Approved 08/07/2012 LN bummary of rrouucu FL # Model, Number or Name Description 7804.1 Entegra Concrete Roof Tiles Concrete' Roof Tile (HVHZ jurisdictions) Limits of Use Installation FL7804 Instructions R7 I1 er062212FINAL ENTEGRA FL7804. Approved for use in HVHZ: Yes Approved for use outside HVHZ: No R7 HV Z.Ddf Impact Resistant: N/A Verified Created By: Robert Nieminen PE-59166 by Independent Third Party: Yes Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use. Refer to Evaluation P its ER Section 6 for Installation. A e 062212FINAL ENTEGRA FL7804- R7 HV Z.Ddf Created by Independent Third Party: Yes 7804.2 Entegra Concrete Roof Tiles (non- Concrete Roof Tile HVHZ jurisdictions) Limits of Use Installation Instructions FL7804 R7 II er062212FINAL ENTEGRA FL7804- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes R7 NON-HVHZ.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Refer to ER Section 5 for Limits of Use. Refer to FL7804 R7 A.E er062212FINAL ENTEGRA FL7804 ER Section 6 for Installation. R7 NON-HVHZ.pdf Created by Independent Third Party: Yes Back Ne.1 Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility 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 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees 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 official communication with the licensee. However email addresses are public record. If you do not 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 licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 1_ M Cre r -- 1, iWgE http://floridabuildin-.org (pr/pr_app_dtl.aspx?param=NvGEVXQwtDquovoj OHI%2bAM jsl... 4/22/2013 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 1 TRINITY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Entegra Roof Tile, Inc. Evaluation Report E39310.11.11-2-R1 1289 NE 9th Avenue 171-7804-117 Okeechobee, FL 34972 Date of Issuance: 11/02/2011 Revision 1: 06/22/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code (non-HVHZ) sections noted herein. DESCRIPTION: Entegra Concrete Roof Tiles (non-HVHZ jurisdictions) LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. �( `v Prepared by: .•���,:};«,,,.;,,� �1 + The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 06122/2012 This does not serve as an electronically signed Robert J.M. Nieminen, P.E. ? document. Signed, sealed hardcopies have been Florida DCA ANE2983 __ 4"— ..... "'t* transmitted to the Product Approval Administrator and Florida Registration No. 59166, to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial Interest In any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. I TRINITY ERD ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles Compliance Statement: Entegra Concrete Roof Tiles, as produced by Entegra Roof Tile, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Code Section Property Standard Year 2007 & 2010 1507.3.5 Physical Properties ASTM C1492 2003 2007 & 2010 1507.3.7 Attachment Requirements FRSA/TRI 07320/8 2005 2007 1715.2.1 Overturning Moment SSTD 11 1997 2010 1716.2.1 Overturning Moment SSTD 11 1997 3. REFERENCES: Entity Examination Reference Date PRI(TST5878) ASTM C1492 ESI-001-02-01 11/06/2006 PRI(TST5878) ASTM C1492 ESI-002-02-01 11/06/2006 PRI(TST5878) ASTM C1492 ESI-003-02-01 11/06/2006 PRI(TST5878) ASTM C1492 ESI-004-02-01 11/06/2006 PRI(TST5878) ASTM C1492 ESI-005-02-01 12/12/2006 ATL(TST3782) ASTM C1492 RT0615.01-11 06/28/2011 ATL(TST3782) ASTM C1492 RT0615.02-11 06/28/2011 ATL(TST3782) ASTM C1492 RT0615.03-11 06/28/2011 ATL(TST3782) ASTM C1492 RT0615.04-11 06/28/2011 ATL(TST3782) ASTM C1492 RT0615.05-11 06/28/2011 Tile Roof Institute SSTD 11 Membership Confirmation Current PRI (QUA9110) Quality Assurance Service Confirmation 11/02/2011 4. PRODUCT DESCRIPTION: 4.1 BERMUDA FLAT and PLANTATION FLAT are ASTM C1492, Type III (low -profile) concrete roof tiles. Flat Exterior Research and Design, LLC. Evaluation Report E39310.11.11-2-R1 Certificate of Authorization #9503 FL7804-R7 Revision 1: 06/22/2012 Page 2 of 4 TRINITY ERa 4.2 BELLA HIGH "S" and ESTATE "S" are ASTM D1492, Type II (medium -profile) concrete roof tiles. 4.3 Bella High "S" Estate "S" GALENA SPANISH "S" are ASTM C1492, Type I (high -profile) concrete roof tiles. 17" 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire classification is not part of this evaluation; refer to FBC Section 1505 and current Approved Roofing Materials Directory for fire rating of this product. 5.3 Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Section 1507.3 and the FRSA/TRI 07320. 5.4 For mechanically attached tiles, attachment for wind load resistance shall be in accordance with FRSA/TRI 07320/8-05. 5.5 For mortar -set or adhesive -set tiles, attachment for wind load resistance shall be in accordance with FBC Section 1609.5.3 and the mortar or adhesive manufacturer's Product Approval. 5.6 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Section 1507.3, the FRSA/TRI 07320 and, for mortar -set or adhesive - set applications, the mortar or adhesive manufacturer's Product Approval. Exterior Research and Design, LLC. Evaluation Report E39310.11.11-2-RL FL7804-R7 Certificate of Authorization #9503 Revision 1: 06/22/2012 Page 3 of 4 j TRINITY ERD 7. LABELING: 7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC. - QUA9110; (813) 621-5777 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report E39310.11.11-2-R1 Certificate of Authorization #9503 FL7804-R7 Revision 1: 06/22/2012 Page 4of4 vvpcemex0c,, �Ep� um VIPAA �(,o "-Vf 6� DETAIL 3 26 GAGE G-W pREFORMEO METAL. Cl FASTENED W O.C. WFM APPROVED HOOFING r mil MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/i)era 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 expiration 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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, 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 been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2-Component Foam Roof Tile Adhesive AR-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 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 manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. t �y NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AR-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.:,12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Mency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-743 8-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies- shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F —W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 MIAMNDAD; COUNTY Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in ccordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted )` erein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles 92 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Mi•�� counrr�r Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Underlayment 10 in. in Eave Course Fascia Eave course only: Eave Closure Keep adhesive approx. L- 4 in. up from weepholes I Nall through plastic cement Paddy (Beneath Tile) Undedayment Eave Course Eave Closure Eave course only: Keep adhesive approx 4 in. up Fascia L from weepholes Nail through plastic cement Paddy (Beneath Tile) Undedayment Eave Co rse Fascia Weephole Eave course only. Eave closure Keep adhesive approx. 4 In. up from weepholes Drip edge 1) Place enough adhesive to achieve 17 to 23 Optional 2xVs for steep pitch applications Nall through plastic cement square Inches in contactwith the pan tie 2) Turn covers upside down. Place adhesive 112 in. To I in. From outside edge of cover tie. Then install the file. 0 Underlayment Ren.— top portion of the eave Ay Sheathing course cover tile. Abut to second course of Optional pan ties. Ensure eave end of pan and cover ties are Point -up Mortar flush at eave line. on longitudinal edges of tie Eave closure Weepho a Fascia Boar (mortarshown) NOA No.: 12-0228.18 MUkM1-DADE COUNTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7