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RF-13-1735Inspection Worksheet r a Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 201795 Scheduled Inspection Date: November 14, 2013 Inspector: Rodriguez, Jorge Owner: FROHBOSE, JACQUELINE Job Address: 667 NE 105 Street Miami Shores, FL 33138 -2053 Project: <NONE> Permit Number: RF -8 -13 -1735 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1122310120090 Contractor: MORTON ROOFING INC Phone: (954)783 -5883 suilidi comments TILE TO TILE AND FLAT DECK RE -ROOF INSPECTOR COMMENTS False No Additional Inspections can be scheduled until re- inspection fee is paid. November 13, 2013 For Inspections please call: (305)762 -4949 Page 16 of 31 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 201276. CREATED AS REINSPECTION FOR INSP- 200124. WORK IS INCOMPLETE, CONTRACTOR CONTINUOUS TO REPLACE BROKEN TILE ON THE ROOF. I HAVE BEEN TO THE JOB SITE IN SEVERAL OCCASIONS AND Failed HAVE FOUND SEVERAL BROKEN TILES, THE CONTRACTOR CONTINUOUS TO REPLACE THE BROKEN TILE, HOWEVER A LARGE NUMBER OF Correction TILES APPEAR TO BE DEFECTIVE. Needed ❑ PROVIDE ENGINEER TESTING AND CERTIFICATION FOR THE TILES INSTALLED ON THE ROOF OF THIS PROPERTY. THE CERTIFICATION MUST CLEARLY STATE WERTHER OR NOT THE TILES COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND TAS Re- Inspection ❑ 112 -95. Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 13, 2013 For Inspections please call: (305)762 -4949 Page 16 of 31 RE: Permit # RF -8 -13 -1735 Miami shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 8 -16 -13 I John B_ Morton, 111 licensed as a (n) Contractor / Engineer / Architect, (Print name and drde License Type) FS 468 Building Inspector License #: CCCO11043 On or about 846 -13 @ 9 AM , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 667 NE 105th Street. Miami Shores. FL 33138 (Com)lete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o53.844 F.S) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 16th day of Auous , 2013 v o�wv ►o JILL S. TULLY Z"/P Notary Public, Sate of Florida at Large MY COMMISSION #EE43085 IDTIRES: Nov 21, 2014 Banded through 1st State Insurance •General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make sudr an Inspection. Include photographs of each plane of the roof with permit # and address # deady shown marked on the deck for each inspection Revised on 5012009 September 5, 2013 Morton Roofing, Inc. 500 N.W. 12th Avenue Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Frohbose Residence 667 N.E. 105" Street Miami Shores, Florida Dear Sir or Madam: ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 *Fax: (866) 784 -8550 wvw Aoridacngineeringandtesting.com 250 S.W. IP Avenue Pompano Beach, FL 33069 Job Order No.: 13 -2557 Permit No.: RF -8 -13 -1735 In accordance with your authorization, Florida Engineering & Testing.Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on September 4, 2013, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of concrete flat tile foam set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted eighty -four (84) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 17 Corner See Attached Diagram 35 ± 5 pounds Passed 18 - 60 Perimeter See Attached Diagram 35 t 5 pounds Passed 61 - 78 Field See Attached Diagram. 35 f 5 pounds Passed 79 - 84 Ridge & Hip See Attached Diagram 35 ± 5 p ounds Passed r 1% Quality �� AL� assurance Page 2 tr_ _ September 5, 2013 Job Order No. 13 -2557 Morton Roofing, Inc. Frohbose Residence 667 N.E. 105'b Street Miami Shores, Florida: All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a final roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE&T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Reza Javidan, P. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 3 3� -7o 39 3q Of yo I a ao �� 103 a4 tps to(v w 61 a� �� e � �a 14 13' I 30 4 5 5� �3 17 rb t3 -IN 11j 16 I"1 � 11 1W a� 7b ?S � Ib �1 51 15 Field Sketch -Not to Scale Approximate Dimensions a= o.lw =o.1 x 73 =7.31 667 N.E. 105th Street a= 0.4H =0.4 z 15 =6' Perimeter Dimensions =6' Miami Shores, Florida . American Test Lab of South Florida 6801 NW 17 Ave Ft Lauderdale, FL 33309 office 954- 972 -6208 fax 954 - 972 -6285 www.aflsf.com email info@atisf.com Client: Entegra Sales, Inc. 1289 N.E. 9t' Avenue Okeechobee, Florida 34972 Att. Omar Cedeno TEST REPORT FOR ROOF TILE PHYSICAL PROPERTIES Report Date: 11/1/13 ATLSF Report #: RT1031.01 -13 Page: 1 of 6 Test Authorized by: Omar Cedeno Sampled by: The test specimens were removed from the east roof of the Frohbose Residence at 667 N.E. 105th Street, Miami Shores, FL 33138 by Nelson from Morton Roofing as witnessed by Tony Porcello, ATLSF. The tiles were released by Nelson of Morton Roofing to Tony Porcello, ATLSF. See attached Chain -of Custody and photographs. Date Sampled: 10/30/13 ATLSF Item #: 111594 Test Method(s): Standard Requirements for Concrete Roof Tiles, TAS 112 -95 & ASTM C1492 -03- Transverse Breaking Strength Only Manufacturer: Entegra Sales, Inc. Model: Plantation Flat, Concrete Roof Tile, White Quantity Sampled: 5 Notice of Acceptance #: 10- 1202.01 Nominal Dimensions (in.), (1 z w x h), as provided by NOA: 16.5 x 13.0 x N/P Nominal Weight (lbf.), as provided by supplier: 10.8 Nominal Thickness (in.), as provided by NOA: N/P Imprint E ENTEGRA E USA E USA Classification: Type 3a- Flat Profile, Interlocking, Class III MDCBCC Notification #: None ATLSF Certification: 13- 0228.09 Purpose of Test: Quality Check Client: Entegra Sales, Inc. Model: Plantation Flat, Concrete Roof Tile NOA #: 10- 1202.01 Report Date: 11/1/13 ATLSF Report #: RT1031.01 -13 Page 2 of 6 Physical Property Tile #1 Tile #2 Tile #3 Tile #4 Tile #5 Average Requirements Transverse Breaking 383 431 351 448 388 400 TAS 112 -95 Strength (lbf.) (dry) > 200 indiv. > 233 average 5 ASTM C1492-03 > 250 indiv. > 300 average 5 The physical properties test reported in report ATLSF #: RT1031.01 -13, has been performed in full compliance with the requirements of TAS 112 -95 & ASTM C1492 -03, with no deviations. The test reported in report ATLSF #: RT1031.01 -13, indicates that the samples tested meet the Transverse Breaking Strength requirements for both TAS 112 -95 & ASTM C1492 -03. American Test Lab of South Florida, its employees, and witnessing engineers do not own, operate, or are controlled by any manufacturer and have no financial interest in the manufacture, manufacture of any related parts, specification, or installation of this or a competing product. The measurement standards used in the testing of the above product(s) are traceable to the National Institute of Standards and Technology and/or to the standard for which the calibration is required to meet. End of Report. Prep b d ony Porcello, RRO Chief Executive Officer American Test Lab of South Florida Reviewed by: I � s- I Stephen W. Waiter, P.E. Reg. State of Florida # 54395 American Test Lab of South Florida 0 54395 p o O• ATE OF ft Client: Entegra Sales, Inc. Model: Plantation Flat, Concrete Roof Tile NOA #: 10- 1202.01 American Test Lab of South Florida 6801 NW 17 Avq Ft Lauderdale, FL 93309 OMW 954-972 -6208 fax 950- 972.6285 Product Receipt Document Report Date: 11/1/13 ATLSF Report #: RT1031.01 -13 Page 3 of 6 Product Receipt Information ATLSF Item # Date Received Q ; OU Product Description Al s+oa/ Delivered By A&I » cello ra Received By Number of Units (list containers as 1) Configuration o Packaging Condition Toad Product Identification -F Client or Manufacturer rae.- s Phone* Fax* E -mail' AIM Special Instructions* Teeing Informatlot► Test Method Requested Quote on File Requested Completion Date Purpose of Test Report # Disposition Sample Retained (yes or no) Once the product has received an ATLSF Iteni #, Attach Packing Slip, business card, or any written direction received to this document. Keep the original in the receipt book, 1 copy stored with the cut -up retained sample test specimen, 1 copy with the report. Place 2 Identification slickers on the product and one on the laboratory generated report. * Optional information AV* Client: Entegra Sales, Inc. Model: Plantation Flat, Concrete Roof Tile NOA #: 10- 1202.01 Report Date: 11/1/13 ATLSF Report #: RT1031.01 -13 Page 4 of 6 Client: Entegra Sales, Inc. Report Date: 11/1/13 Model: Plantation Flat, Concrete Roof Tile ATLSF Report #: RT1031.01 -13 NOA #: 10- 1202.01 Page 5 of 6 Client: Entegra Sales, Inc. Model: Plantation Flat, Concrete Roof Tile NOA #: 10- 1202.01 Report Date: 11/1/13 ATLSF Report #: RT1031.01 -13 Page 6 of 6 MNTEGRA R O O F T October 23, 2013 Ref: FROHBOSE RESIDENCE �A 667 NE 105TH STREET' Miami Shores, FL 33138 To whom it may concern, L E I This letter serves as a sworn testimony that 5 pieces of tile with the following description: Plantation Fiat 13", Boca White, No Antique, Smooth, Sealed, 1.5" nail holes were removed from the roof at the above referenced jobsite by a Morton Roofing representative; then handed to Ronald Frixione, an Entegra Sales Representative who took the tiles to Entegra's Pompano Design Center on Wednesday October 3, 2013. The tiles remained stored and secured at the designed center until Friday October 5, 2013 when Omar Cedeno, Entegra's Operations Manager took the tiles to American Test Lab (a third party laboratory) located at 6801 NW 17 Ave Ft Lauderdale, FL 33309. Omar Cedeno asked that 5 pieces were tested for Transverse Strength to determine if they were in compliance with the Florida Building Code and Miami -Dade Building Code requirements.. As indicated on the official report from ATL, submitted to Morton Roofing on Wednesday October 9, 2013 the tiles passed the TBS test. Entegra Roof Tile Okeechobee Is confident about the quality standard of its products and ensures they meet and exceed compliance requirements from governing bodies. Should you have further questions or concerns about the product on this roof please do not hesitate to contact us. Entegra Roof Tile, Inc. ocedeno @rooff'ile.com 772 - 260 -4887 c.c. John Morton, Kelly O'Brien, Jim! Smith, Susie Del Pino South Florida Manufacturers Association's 2010 "Manufacturer of the Year" Entegra Roof Tile, Inc. 1289 NE lam Avenue, Okeechobee, FL 34972 • Ph: 863.467,0042 * Fax: 863.467.0045 www.Entegra.com } (� Miami Shores Village po \� Buildin g Department artment \� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: WELDING AUG 0 12013 FBC 20 Permit No. Master Permit No.h /3 35- ROOFING JOB ADDRESS: 667 NE 105th Street City: Miami Shores County: Miami Dade Zip: 33138-2053 Folio/Parcel#: 1 1- 2231 -012 -0090 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Jacqueline V. Frohbose Phone#:305- 978 -3321 Address: 667 NE 105th Street City: Miami Shores state: Florida Zip: X3138 -2053 TenantUssee Name: N/A Phone#: Email: iacquiefrohbose@hotmail.com CONTRACTOR: Cmpr n' Mnrtan Ronfina, ' • i :: Address: 11 NW 12th Avenue 'oItpal• : -a • da 169 QualifierName: John 8- Morton, III -Phone#: State Certification or Registration #: ('-C(--n 1 1 nd'1 Certificate of Competency #: Contact 'ion • : :::. F-mail Add •• •• • •lt DESIGNER: Architect/Engineer: NIA Phone#: Value of Work for this Permit: $ T775 tha 0 SquareA inear Footage of Work: OZ&O I Type of Work: OAddition OAlteration ONew WRepair a lace ODemolition Description of Work: Tile to rile and Flat Deck Re -roof Submittal Fee $ Permit Fee Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ WO • Boning Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F.I F.[°MCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COWdENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature`��.t a`�\� Signature VUOwner or Agent V Contractor The foregoing instrument was acknowledged before me this 17th The foregoing instrument was acknowledged before me this]]tl day of _I ily . 20 J-1, by Jacqueline V. Frohbose day of July , 20 13_, by John B_ Morton. III who is personally known to me or who has produced FL DL , who is®known to me or who has produced N/A As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC' l�/ APPROVED BY JILL S. TULLY MY COMMISSION #EE43885 EXINRES: NOV 21, 2014 80 "Wed through 1st State Insurance Plans Examiner Structural Review (Revised 3112 WI2)(Revised 07 /10 /07)(Revised 06/10/2M)(Revised 3/15/09) NOTARY PUBLIC: Sign: i Print: Jill S. JUlly My Commission Expires: 11-21 JILL S. TULLY MY COMMISSION #EE43885 EMPIRES: NOV 21, 2014 Bonded thrav;YP, i st State insurance Zoning Clerk NOTICEVF COMMENCEMENT A RECORD® COPY MW BE PIM ON THE JOB W E AT 7W OF FMST UMMON PERMIT NO. -rAx FOLIO NO. l l - 2231 -012 -009Q STATE OF FLORIDA: STATE OF FLO COUNTY OF MIAMI -DADS: I HEREW CE n odgind Niad in ti THE UNDERSIGNED herby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the follow is poided in this Notice of Commencement. HAWEY RLAnN C Ili 2013RO572813 OR 8h 28734 Ps 0467; (1ps) RECORDED 07/22/2013 14 =11 =32 HARVEY RUVINP CLERK OF COURT I=IIAHI -DARE COUNTYr FLORIDA LAST PAGE )A, COUNTY OF DADE is fly A.D.:^O and Oflk l S" Spam above reserved for use of recording office w Est Corr PL PB: 41 lot: 10 B 667—NEA 05th -Street. Miami Shores. FL 33138-2053 2. Description of • , moaW 3.Owner(s) nam and address: Jacqueline V_ Frohbose_ 667 NF 105th Street. Miami Chnrr�c Interest in qty: r Nam and address of fee sirr & titleholder: 4. Contractor's name, address and phone numb: Morton Rooting, Inc. M NW/ 121h Avenue, Pomrtmno Beach FL 33069 S54.7834M S. Sureiyr: Payment bond required by owner from contractor, if any) Name, address and phone numb: _NIA Amount of bond $ 6. Lender's name and address - NIA _ 7. Persons within the State of Florida designated by Owner upon wham notices or other docu may be served as provided by Section 713.13(1)W7., Florida Statutes, Name, address and phone number: NIA S. in addition to hirnself. Owners designates the following person(s) to receive a copy of the Uenorls Notice as provides in Section 713.13(1)ft Florida Statutes. Name, address and phone number WA 9. Expiration date of this Notice of Comnrencmment: Me ex*allon date is 1 year from ft dab of recordng urkm a different date is ap a** WAFMM TO OWNM ANY PAYMENTS MADEBYTHEOWNER AFTER THE D PIRATION OF THE NOTICE OF COMMENCEMBNTARE CONSIDERED IMF%KWER PAYMENTS UNDER oPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTIS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE REWRDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING , CONSULT WITH YOUR LEWDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signatures) er(s) or Own arts thc} i d Officer /Dinector/Partrw/Manager Prepared By Via--_ Prepared By Prrnt Name Print Name TitlelOfficre r Trde/Orfiice STATE OF FLORIDA COUNTY OF MIAMI -DADE The forgoing instrumefrt was acknowledged before me this 17th day of July 2013 ByJacaua-linP V_ FrohhncP %I lndividuatly, or ❑ as for ❑ Peisorlally known, or M Produced the fallowing type of identification: R DI Signature of Notary Public: Print Name: Ji1I S_ Tully FICATHM PURSIlAKE TO SECTION t?121101 FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and . that the facts stated to it are true, to the best of my knowledge and belief. JILL S. TtIU.Y My COA" *EE4 WIGS: NOV21, 2014 Ind fiN'p 01st Sim mmme S1 s) of Owmer(s) Owmsr(sys Authorized Officer/Director/Partner/Manager who signed - BY >�m s - 8 T A -6 3 Q 0 4.0.8 STATE OF FLORIDA MCPAR.TMMTT -OFi. BUSINESS AND PROFESSIONAL REGULATION CCINSTRIIG°rION IRDUSTRY : LICENSING BOARD een , , .,..ems..,, eeW 011111811112-11111-11LICENSE NBR '08` 24/-201"..1120051602 2 CCC011043 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, R. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Business Name: MORTON ROOFING INC OYYner Name: JOAN B MORTON III Business Location: 500 NW 12 AVE POMPANO BEACH Business Phone: Receipt : ROO IFING/ " E I METAL Business Type: (ROOFING CONTR) Business Opened:07 /31/2007' State /County /Cert/Regx=1104 3 Exemption Code: Rooms Seats Employees Machines professionals 9 For Vending Business 0* Numhar of Maahfnsa• v....as.... r..... . Tax Am=mt I Transfer Fee NSF Fee Penalty Prim Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regutatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JOHN B MORTON III 500 NW 12 AVE POMPANO BEACH, FL 33069 2012 -2013 Receipt #30A -11- 00005706 Paid 09/18/2012 27.00 CERTIFICATE OF LIABILITY INSURANCE Data 12/2R/2012 producer. Lion. Insurance Company This Certifiate Is Issued as a matter of Information only and confers no rights 2739 U.S. Highway 19 N. Holiday, FL 34691 upon the CerfSPiate Holder. This Certificate dam its amend, extend or althea the coverage afforded by the Polidm below. 1 (727) 938 -5562 Insurers Affording Coverage NAIL # Isms ed: South East Personnel Leasing, Inc. & Subsidiaries Insulrerk uon Insurance coinpany+ 11075 nsuferB. 2739 U.S. Highway 19 N. Holiday, FL 34691 rsumrC: Insurer D: Insurer E. Coverages ea of Frtsruarce been Issued to i named above policy ing any regaremem term of oo ditn any corftd ar other wM rasped titlscertifcre ,.ybe errmyparmin. iheiremncealf mdedbyftpoffdesdMvgmdtereintssubjedb3anihetemts .e>dons.ard condilibms ofaudf Policies. AggregatelimBssim"maybavebeen reduced by paid claims. NISR LTR ADDL NSRD Type of insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY ) (MMIDDIYY) ENERAL LIABILITY EachOccu manse B Commercial General Liability Claims Made 13 Occur Darrdge to Tamed premises tEA ocuurerrrs) rd EV Personal Adv Inituy aggregate limit applies per c,'eneBlAggr� ate Porrcy Project ❑ tAC Produ* - C-PIOP A99 UTOMIOBILE LIABILITY Combined Single omit AnYAufD AUOvmed Ardna Shcedded Ateos (EAAcddmt) I l jugw ir (Pet Person) Bodily " I-Gred Armor hbn,UwnedArmos (PerAceidem) Properly DamaP F-Acddem) EXCESSIUMIBRELLA LIABILITY Eachaaurrerce ocdr Claims Wade AggreUte �drrctible A Workers Compensation and WC 71949 01/01/2013 01/01/2014 X wC statu- OTH- Employers• Liability to units ER E.L. Each Accident $1.000.WD Any proprletodpartnerlexecutNe officerlmember excluded? No E.L Disease - Ea Employee $1.(100,000 If Yes, describe under sped provisions below. E L Disease - Policy Limits $1== other Lion Insurance Company Is A.M. Best Company rated A- (Excetient). AMB # 12616 Descriptions of Operatlons/LocatlonsNehicles /Exclusions added by Endorsement/Speclal Provisions: OlentM: BD4S -712 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following °©lent Company": Morton Roofing, Inc. Coverage only applies to Injuries insured by South Fast Personnel Leasing, Inc. & Subsidiaries active employee(s) , while worldng in Florida. Coverage does not apply to statutory employee(s) or independent contractOr(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX: 305 - 756-89721 ISSUE 12 -03-12 (TD)Reissued 12/10/12 (5H) BMdn Dates 1V1412K2 CERTIFICATE HOLDER CANCELLATM MIAMI SHORES VILLAGE BUILDING DEPARTMENT Shedd arty ofthe above described Policies be ca=Wbd before the Woutiondate thereof the i mAm inewervdr er deavor to mail 30 days wren notice to itre certificate folder named to the kA brmfaihae to do so stag impow no oblgationor rrabiTtyof atWkircl Wonthe irm m, Heagerrs at representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 ' .aco�v� CERTIFICATE OF LIABILITY INSURANCE r12/5/2012 THIS CERTIFICATE 0 ISSUED AS AWATTER OF INFORMATION ONLY AND CONFERS NO MGM UPON THE CERTIFICATE HOLDER., THIS CERTIFICATE DOES NOT AFFIRMATWELY OR NEGATIVELY AMA, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: N the ,csr0cate hokler Is an ADDITIONAL INSURED, the policAlw) must o ertdoraed, 0 SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an wWorsermmt. A statement an this certificate does not cones rights to the carfifheft holder in Ileu of such e . PMERICER Fed USA Retail, Inc 1920 iIr Hallandale Beach Blvd, St® 806 Hallandale Beach FL 33009 Brett W Licskte ig PHONE (954) 404 -6412 . cesal se9�o4ee Ubrstt- 1:L*kteai9Qfednsa.c = RaURIMM AFFOF406 COVERAGE r QRNMA.Canal lndemnitw 27790 rN RED Morton Roofing, Inc. 500 1+TW 12th Ave. Beach FL 33069 B: L1/9/2012 IMUNERC: EACH OCCURRENCE ROSURER0 I INSURER E- MED EXP (Any crw panywo mum F: PERSONAL s ADV INMY COVERAGES CERTIFICATE MJMBER;Iftster 12 -13 EFF 11/9/12 REVISION NUMRFR! THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO7TMwrANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L TYPECF11MRANCB — MUM P0L=vNUWM wminm am LMMIS A GENERAL LLqSLW X cO1m1ERem G8WRAL LIABILITY CLAmi13411ADE Ex l Cccua =02325 L1/9/2012 1/912013 EACH OCCURRENCE $ 1,000,000 I S 50,000 MED EXP (Any crw panywo $ 5,000 PERSONAL s ADV INMY a 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENLAGGREGATE PER _x1 POLICY Loc PRODUCTS- COWNDPAGG $ 1,000,000 $ AUMOOLS LIANLI7Y ANY AUTO ALL OWNED AUTOS AUTOS SUr Fn OVYN NA ED HIRED AUTOS eoc sera BODILY RIURY (Pr pammr) S BODILY INJURY (Peraccide" $ P S UBISREIdA LIAR E)WESSL1A11 OCCUR CLARSMADE EACH OCCURRENCE $ AGOREMM $ nM I I gaums $ CxwPENSA'nw NO EMPLOYERV LIABILITY YIN ANY PROPRIETOWARTNERIEXECUnve OrRCFPANENISER EACLUDED7 ❑ hr wo DFSd= OF OPERATIM below NIA ATU- a TORY IN r E.L EACH ACCIDENT S E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY LIWr S OEICI0 MOROFOPERATIONSILOGATIbNSI iAit9d1ACORO1W.AdzMhM lRe1NftS@ftedu1B.Hmm 1sm9Wmd1 KIALmi. Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, F.L, 33138 ACORD 26 MOULD ANY OF THE ABOVE DESCRBED POLICIES BE CANCELLED BEFORE THE EXPRATION DATE THEREOF. NOTICE 41iII.L BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISION$. AUTH0111I O REPRESENTATWE 1- ISM2010 ACORD CORPORATION. All rlohtrs rmmrwAd INS026 PMMSl.Or The ACORD name and Logo are woostenui am ft of ACORD Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 7 -17 -13 10050 NE 2nd Ave Miami Shores, R 33138 Re: Owner's Name: V Frohhase .. 1 M 1-- �i III �• — :: i Roofing Permit Number. Dear Building Official: I Jacqueline V_ Frohbose certify that I am not required to retrofit the roof to wall connections of my building because: X The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Jacqueline V. Frohbose Jgn1 tre Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 17th day of July, 2013 X, Notary Public, Sate of Florida at Large �,��•.�® JILL S. TULLY W COMMISSION #ERM85 b l WIRES: NOV 21, 2014 oFC enm' ` +'ns+in6 9 g! State Insurance • When the just valuation of the structure for purpoie of ad velown taxation is Wal to or more than $300,000.00, and the bwlftg was not constructed with FBC nor a 1994 SFBC. Then you must provide a bullding application from a General Contractor for the Roof to Well connection Hurricane Mitigation. Revised on R21 I= 7/17/13 f' ;o LWAI N, C P Property Search - Report Property Information: Folio 11- 2231 - 012 -0090 Property Address 667 NE 105 ST Owner Name(s) JACQUELINE FROHBOSE Mailing Address 667 NE 105 ST MIAMI SHORES FL 33138 -2053 Primary Zone 1100 SGL FAMILY - 2301 -2500 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/4/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,356 Lot Size 14,600 SQ FT Year Built 1948 Full Legal Description GOLF VIEW EST CORRPL PB41- 58 LOT 10 LOT SIZE IRREGULAR OR 19446 -3200 01 2001 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $195,935 $145,137 $145,137 Building Value $182,601 $2(041806 $204,930 Market Value $378,536 $349,943 $350,067 Assessed Value $355,892 $349,943 $341,913 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $22 °644 $0 $8,154 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 Note: not all benefits are applicable to all Taxable Values (ie Count -4 School Board, City, Regional). Disclaimer: MIAMI -DADS COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser '� Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,500/$305,392 $50,500/$299,443 $50,500/$291,413 School Board $25,500/$330,392 $25,500/$324,443 $25,500/$316,413 City $50,500/$305,392 $50,500/$299,443 $50,500/$291,413 Regional $50,500/$305,392 $50,500/$299,443 $50,500/$291,413 Sale Information: Date Amount OR Book -Page Qualification Code 1/2001 $335,000 19446 -3200 Sales which are qualified 6/1997 $220,000 17675 -0398 Sales which are qualified 4/1988 $148,500 13658 -0524 Sales which are qualified 18/1984 1 $139,000 j 12254 -1618 j Sales which are qualified 12/1978 1 $85,000 10252 -2107 1 Sales w hich are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GlSpositional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. gisweb.rriarridade.gowPropert)6' arch/printMap.htm 1/2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 August 2, 2013 Permit No: RF13 -1735 Building Critique Review 1. 1) Is there a parapet at the flat roof. If no then specify on the section C. 2. 2) If there is a parapet, then show the height of parapet with the height of the bottom of the overflow scupper on section C and show the locations and sizes of the overflow scupper on plan. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. WT-401 New Roofs • Reroofs • Repairs License # CCC 0t1043 R99AFINS Residential • Commercial —The Oldest State Certified Roofing License in FL— a Tradition ofOMauiySine 1W Owner Aformation Job 1»fu ation Attn: Jacquline Frohbose July 10, 2013 Frohbose Residence Frohbose Residence 667 NE 105th Street 667 NE 105th Street Miami Shores FL Miami Shores FL (305) 978 -3321 Page 1 of 3 RE- ROOFING THE SLOPE PORTION OF ROOF TO A HIGHLY UPGRADED TILE ROOFING SYSTEM (50 YEAR GUARANTEE). CONSUMER PROTECTION: 1. CUSTOMER SHALL BE SUPPLIED WITH COPIES OF OUR INSURANCE COVERAGE AND RELEASE OF LIEN FOR ALL PAYMENTS. 2. Prior to commencement of work, Morton Roofing will furnish all necessary permits for new roof installation. 3. Morton Roofing will use due care but cannot be responsible for damage to gutters or awnings. DECK PREPARATION: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re -nail all sheathing and replace up to 100 lineal /square feet of wood sheathing, if rotted, at no extra charge. The existing sheathing must be re- nailed to conform to the South Florida Building Code. 3. No more roof area will be removed, in one day, than can be kept watertight. 4. A watertight tie -in will be laid at the finish of each day. NEW SUB ROOF INSTALLATION: 1. To solid sheathing, tin -tag (NAIL, no staples) one (1) layer of UL rated #30 felt (NOTE: UL #30 felt has a stronger supporting mat than regular #30 felt or #43 base sheet.) 2. An extra layer of felt shall be placed in valleys and waterways. The extra ply shall be at least 36 inches wide and shall extend at least 6 inches up the inclines out of the valleys. This ply shall be installed prior to the application of the roofing plies. 3. Fasteners shall be placed in required quantity and pattern to comply with new building code requirements. 4. With hot asphalt, solidly adhere, One (1) full 3 -foot wide layer of expandable MODIFIED FELT at all eaves, where the first row of the must be nailed. 5. With hot asphalt, solidly adhere, one (1) layer of 90# mineral surface cap sheet (back nailed per code), to the entire UL rated #30 felt. METAL: During the roofing process, the following Metal Flashings shall be installed --- A. 3 X 3 inch galvanized eaves drip flashings. Color: White _ Brown - Silver. B. Install new galvanized roof jacks (stove vent). C. Lead Sleeves on the plumbing vents. D. 16 -inch wide galvanized iron valley flashings (Note: An additional layer of MODIFIED FELT shall be applied over the finished valleys, as a bldg. code upgrade, to give greater strength to the valleys.) Continued.... New Roofs • Reroofs • Repairs Residential • Commercial Owner h, formation Attn: Jacquline Frohbose Frohbose Residence TILE: License # CCC 011043 The Oldest State Certified Roofing License in FL--- n Tradition atftaalitySince 1952 Job A formation Wednesday, July 17, 2013 Frohbose Residence Page 2 of 3 1. After all felts and flashings are installed, the new tile shall be set in good bed of POLYFOAM. (And periodic tile to be screwed to meet the code requirements). - - - Exposed mortar to be solid color also, to match the the as close as possible. 2. Saw cut all necessary tiles in valleys and on gable ends. (Breaking and mudding up file is unacceptable.) 3. Tile to be: Color: _ Manufacturer_= Style: Standard_ a RE- ROOFING THE ENTIRE FLAT ROOF TO A HIGHLY UPGRADED GAF CLASS "A" ROOFING SYSTEM (10 YEAR GUARANTEE) HECK PREPARATION: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re -nail all sheathing and replace up to 100 lineal /square feet of wood sheathing, if rotted, at no extra charge. The existing sheathing must be re- nailed to conform to the South Florida Building Code. 3. No more roof area will be removed, in one day, than can be kept watertight. 4. A watertight tie -in will be laid at the finish of each day. ROOFING MEMBRANE: 1. To solid sheathing, tin -tag (nail)1 -layer of FIBERGLASS COMMERCIAL BASE SHEET. 2. Fasteners shall be placed in required quantity and pattern to comply with the new building code requirements. 3. At the intersection of all roof and vertical surfaces to be flashed, cants shall be installed per membrane manufacturer requirements. 4. Install TWO (2) layers of GAF Fiberglass roofing felt in hot steep type IV asphalt. 5. With hot type IV steep asphalt, solidly adhere 1 -layer of GAF, white mineral granule surface roofing felt to the GAF FIBERGLASS FELTS. 6. Loose granules shall be embedded into overrun of hot asphalt at the side and end laps. 7. All felts to be turned up walls and curbs a minimum of inches. METAL: 1. Install new lead sleeves according to manufacturer's recommendations. 2. Install new galvanized 3x3 inch eave drip at all eaves. Color: White — Brown Silver 3. Install new galvanized valley metal in transition area from flat to slope. 590 NW 12'" Avenue Pompano Beach, FL 33069 PH: 954 -567 -3380 Fax: 954 -567 -3379 1 -800 -548 -ROOF Continued... �P ■4qV 2011 New Roofs • Reroofs • Repairs Residential - Commemiaf Owner Aformation Attn: Jacquline Frohbose Frohbose Residence -_ now License # CCC 011043 ROAR119 —The Oldest State Certified Roofing License in FL-- ATraditionoraaaditrSince 1952 Job Information 7/17/2013 8:34:00 AM Frohbose Residence GUARANTEE: Page 3 of 3 1. Morton Roofing guarantees these highly upgraded roofing systems for a full TEN (10) years against leaks due to workmanship and /or materials. 2. Owner shall receive a 50 Year material Guarantee on the Tile from Manufacturer. 3. Owner shall receive a 10 Year Material Guarantee on the Flat Roof from the Manufacturer. CLEAN UP: 1. Morton Roofing will cleanup the grounds and premises after each day's work. INVESTMENT: 1. Investment for new roofing systems is: $17,950.00 OPTION: 1. Option A: Reroof garage only: $4,715.00 2. Option B: Add Garage to Base Contract ADD: $4,050.00 Yes 3. Option C: To install a layer of MODIFIED SBS in lieu of 90# felt and get a 15 year warranty, ADD: No TERMS: $1,000.00 paid Due upon signing of contract: $8,975,00 7,975.00 Due upon half completion: $4,487-50 Balance due upon completion and delivery of releases and warrantees: $4,487.50 PLEASE NOTE: TOTAL CONTRACT AMOUNT: $20,000.00 • Owner to do all necessary a/c and electrical work. If the owner wishes Morton Roofing to hire the a/c contractor add 10% to the price of the a/c work to cover the insurance costs. • Due to the recent and ever changing building code requirements the owner agrees to pay for all necessary testing fees, such as but not limited to, asbestos tests, wind calculations, and fastener withdraw tests. • Due to the different pricing structures from city to city owner agrees to pay all permit fees i ss of $ 00. Captions /Comments: Plywood is charged @ $4.50 per sq. foot. l r� "— Ix Fascia and sheathing boards are charged @ $4,50 p eal foo r i All 2x Lumber is charged @ $8.50 per lineal foot. Company of Date: 1x2 nailers are charged @ $1.50 per lineal ot; JILL S. TULLY MY C0 w� EXPIRES: NOV 21, 2014 � dt i�9onded ahrough 1st State Insurance l l , j iii Company Acceptance Date: caner: ' Date: When this job is accepted please sign and give one copy to the company representative which will be our order t the work and when approved by our company President .,onstitutes the entire agreement of its arhes. This contract maybe with drawn unless signed by the Company Pr ident Sr q Slope: 23 Sqs Flat 4.5 KE 540 NW 12'h Avenue Pompano Beach, FL 33069 v PH: 954- 567 -3380 Fax: 954 -567 -3379 1- 800 -548 -ROOF .��r I , , , I New Roofs • Rerools • Repairs Residential « Commercial Owner h. formation License # CCC 011043 © ©�� —The Oldest State Certified Roofing License in FL— 4 Tradition ot0vality Since 1952 Job In formation 500 NW 12' Avenue Pompano Beach, FL 33069 PH: 954-567-3380 Fax: 954-567-3379 1-800-548-ROOF s a. ref Florida Building Code Edition 2010 AUG ® 120 3 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 417 Steep Sloped Roof Area (SF) 3,094 Total (SF) 3,511 SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. �I pa 1 T O' 4 1'� .4 7SF N 26'4 - 15/84• CCU: p 0 -0 IV D n 0 z 0 30 rn -� o n C1 M m� o m `A v n1 v 1 10 , r4 r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NAI System Manufacturer: GAF NOA No.: 074219.09 Design Wind Pressures, Fro rr=r Calculations: Pmax1: -42.8 Pmax2: -71.7 Pmax3: -108.0 Max. Design Pressure, From the Specific NOA System: -52.5 Deck: Type: Wood Gauge/Thickness: 518" or greater Slope: < 1" Anchor/Base Sheet & No. of Ply(s): NIA Anchor/Base Sheet Fastener/Bonding Material: NIA Insulation Base Layer: NIA Base Insulation Size and Thickness: NIA Base Insulation Fastener/Bonding Material: NIA Top Insulation Layer: NIA Top Insulation Size and Thickness: WA Top Insulation Fastener/Bonding Material: NIA Field: 6 " oc @ Lap, # Rows 2 Co) _9_" oc Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 ° oc Comer: 6 oc @ Lap, # Rows 4 @ _k_: oc Number of Fasteners Per Insulation Board NIA Field: Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Sheet(s) & No. of Ply(s): 1 Ply - GAFGlass 75# r Base Sheet Fastener/Bonding Material: J 1414" Ring Shank Nails and Tin Caps Ply Sheet(s) & No. of ply(s): 2 Plies - GAF Ply IV Ply Sheet Fastener /Bonding Material: Hot Asphalt Top PIy:1 Ply - GAF Glass Cap Mineral Surfaced Cap Top Ply Fastener/Bonding Material: Hot Asphalt Surfacing: Granuals 1. Base sheet fastened with 141,r RSN 2. 2 $ ply IV set in hot asphalt 3. Mineral Surface Cap Sheet In hot asphalt 4.3"x3° Galy. Eaves Drip with 1414" RSN kketo f is more than 0' frame neighbors I V r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Entegra Product Approval Number: 10- 1202.01 Minimum Design Wind Pressures, If Applicable (From AS 127 r Calculations): P1: -39.1 P2: -68.1 133: -100.7 Maximum Design Pressure Product Approval Specific System: 40A (Moments) Method of Tile Attachment: Polyfoam - NOA =12- 0228.18 Steep Sloped System Description Deck Type: Roof Slope: 4 :12 Ridge Ventilation? NIA Wood Underlayment: 30# ASTM Mean Roof Height: 14' NIA Barrier NIA Type & Spacing: 1 114" Galy Ring Shank Nails 16" on laps, 2 rows 12" O.C. iesive Type: Asphalt Type Cap Sheet: 90#, 3' SBS @ Eaves and Valleys SBS NOA -12- 0406.07 Roof Covering: TILE Type & Size Drips Edge: Ij� 3"x3" White Galvanized 4 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, 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" (P,:-39.1 x a .289 =11.30 ) - M9: 7.67 = Mr, 3.63 Product Approval Mf 40.4 (p,:-68.1 x A .289 =19.§§j-m9:7.67 = Mi2 12.01 Product Approval Mt 40.4 (p3: 7 x a .289 -29.10_)-M9 :7.67 = Mr3 21.43 Product Approval M, 40A Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 28.4 Product Approval Mt 40A Mf Re uired Moment Resistance* Mean Roof Height --lo. Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 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 1 27.1 28.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= - W: x cos M - = Fr, Product Approval F A: x 1: = x w:= - W: x cos M - = Frz Product Approval F' (Ps: x 1: = x w:= _) - W: x cos 0: - = Fi3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. Qwna% Notification Form 07 r MIAM °Derry -ing Exc41 —e Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained F1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. E 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re ,Tied in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bui ding Code. (The roof deck is usually concealed prior to removing the existing roof system). 1 3. Common roofs: Common roofs are those which have no visible delineation between neighboring uni . townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 1 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of mai taming this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may ca a water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be r Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall qkt be required' A Owner's /Agent's Si Contractor's Signature: Property Address: 667 NE 105th Street, Miami Shores, FL 33138 Date: Permit Number: TGFU.Rl306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAR MATERIALS CORP 1361 ALPS RD WAYNE, N7 07470 USA R1306 "Ruberold@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. %-in. thick (minimum) gypsum board or 'A-In. thick (min) G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard"" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" are to offset a minimum of 6- in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS@ Ply 4" or "TN -Ply@ Ply 4" or "Tri -Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardl Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent@ Eliminator'"° Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classflcations Include "EnergyGuard EPS Insulation ". References to glass fiber insulation Include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet, or "GAFGLAS@ *80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4 ", or "GAFGLAS@ Ply 6 ") In the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ Eliminator" Venting Base Sheet (Perforated)" or "GAF Stratavent@ ©iminatoff Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS@ *75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 ULTIMA" or "GAF Stratavent@ Biminatorlm Venting Base Sheet (Nallable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS@ Ply 4" or "TrI -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or "Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE@" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of V2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3A -in. thick perlite board and deck with rosin paper (pedite /rosin paper /polystyrene/periite) Is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polylsocyanurate insulation In any of the following Classifications. Trumbull; Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". r "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLASO Flex Ply 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite Insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21h to 3- gal /100 -ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid0 Mop Smooth" or "Rubemid@ 20" or "Ruberoid0 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products In any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perite/poiyisocyanurate composite or perlite /urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GI or "GAFGLASO Ply 4" or "Td-Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GI or "GAFGLASO Ply 4" or "Tri -Ply® Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCapym Tm BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, periite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4 ", "Tri -Ply® Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet° or "GAFGLASO EnergyCapTm BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline. 1 Glass Cap over Wood Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT@ EnergyCoteT "" applied at a rate of 2- gal/100 -ft2. S. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet°. Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet° or "GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, pedite/polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "RuberoidO Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Tore Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoide Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatch " SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchT" APP Modified Granular" or "Tri -Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid@ Dual Smooth ". Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet "or "GAFGLASO EnergyCapTP9 BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incllne: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERNMING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sttt, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 31525-" NOTICE OF ACCEPTANCE @! A} wymmiamidada my /jars TAMKO Building Products, Inc. P.O. Box 1404 220 West 40 Street Joplin, MO 0801 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 mamm, the manufacturer will incur the expense of such besting 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: Ton" Underlayments LABELING: Each unit shall bear a permanent label with the manuf taturees 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. TERMINATION of this NOA will occur after the expiration data 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 teammate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADvERT=atENT: 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 NOA renews and revises NOA No. 08- 1008.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 124"07 i Expiration Date: 07/05/17 Approval bate: 06121/12 Pagel of 6 ROOFING COMPONENT APPROVAL Roofing Sab-Catesor, Underlayment Mate : SBS SCOPE: This approves Tamko Underlayments, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensl0 699dScation UesSrlption TW Metal and Tile 39-3,V wide TAS 103 Flexible, self - adhering rubberized asphalt Underlayment ASTM D 1970 sheet material with a polymer surface for use MwWacturing Location #1 as an underlayment in sloped roof assemblies. May be used as a secondary waxer barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Moisture Guard Plus 39-W wide ASTM D 1970 Mavfa"ing Location #1 T6V Underlayment 39 Ya" wide ASTM D 1970 Manufacha ft Location #2 Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt shut material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Awaftex 39 -9 /s wide TAS 104 SBS modified cap sheet with a non- woven Manufacturing Location #1 polyester mat saturated with asphalt, coated on both sides with SBS rubber modified alt and surfaced with ceramic granules. Applied- in hot asphalt. Awapbw 17C 39 Yg" wide TAS 104 A polyester reinforced SBS modified Manteach ring Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. NOA No.: 12- 4406.07 Expiration Date: 07ION17 Approval Date: 06121/12 Page 2 of 6 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS NOA No.: 12- 0406.07 Eapiratieu Date: 07M17 Approval Date: 06/21/12 Page 3 of 6 Test Product Product pppaiensiatts Specinatti-O9 Description Awaplau Premium'° 39 -3/a" wide TAS 104 A polymer reinforced SBS modified Manufacturing Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. Tamko SA Base 39 :Ys" wide ASTM D 1970 A fiberglass - reinforced self- adhering SBS Mangfacluring Location #X modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be ftstened to good deck. Direct adhesion to wood deck not permitted in the EYM. Do Not Remove Release Film! Tamko SA Cap 39 3 /s" wide ASTM D 6164 A dual - coated SBS - modifies cap sheet with Mangy Wtuping Location #X a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. EdI ma& SvBmrffED: Test Agency Test >(dentifier Test N$melRenort Date Exterior Resarch & Design, LLC 4448.12.01 -1 TAS 103 12/19/2001 4448.05.02 -1 TAS 103 05/29/2002 Trinity I ERD T11090.09.08 TAS 117(B)/ TAS 114(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP -058 -02-01 TAS 103 04/30/02 TAP -058 -02-02 TAS 103 05/23/02 TAP - 191 -02-01 ASTM D 1970 11/16/07 TAP- 192 -02 -01 ASTM D 1970 11/13/07 TAP-193-02-01 ASTM D 1970 11/16107 TAP-207-02-01 REV TAS 104/ ASTM D 4798 12/10/08 TAP - 185-02 -01 REV ASTM D 6164 11/06/08 TAP- M -02 -01 ASTM D 1970 01/09/08 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS NOA No.: 12- 0406.07 Eapiratieu Date: 07M17 Approval Date: 06/21/12 Page 3 of 6 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non - insulated Deck Description: "/32" or gnmter 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 H or ASTM D 2626 with a.minimum 4" side lap and a 6" and 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. Membrane: One or more plies of TW Metal and 'Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. 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 can shall be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: " /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 11 or ASTM D 2626 with a minimum 4" side lap and a 6" and 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. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: '9/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Baste 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 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. Membrane: One or more plies of TW Undietneut with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 12 -OW.07 Expiration Date: 07/05/17 Approval Date: 06121/12 Page 4 of 6 Deck Type 1: Wood, Non - insulated Deck Description: 14/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type ll or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular rink 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 f Awaflex, wapian 170 or Awaplan Premium applied at a right angle (90°) to e s ope o the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be lack 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 shall be exposed. Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Wood, Non - insulated Deck Description: " /32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies 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 only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Filml Membrane: One or mote plies of Tamko SA Cap with a minimum 4" side lap and 6" and lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approval 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 shall be exposed Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 124MO6.07 Expiration Date: 07!05/17 Approval Date: 0021/12 Page 5 of GENERAL LHWFATIONS: 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. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing BasdAnchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awsplan 170 and Awsplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. ; 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall .be 6:12 for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile 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. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is ex. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tale dimly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment 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 provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. I2. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roil 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 tape 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 identifiable 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 Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 12 -0"07 Expiration Data: 07/05/17 Approval Date: OU21/12 Page 6 of 6 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: 3MTM 2- Component Foam Roof Tile Adhesive AH -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. TERMINATION 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. NOA No.: 12-0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 1 of 7 MIAM MIAMI -DADE COUNTY =' PRODUCT CONTROL SECTION DEPARTMENT OF PERmrr ING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 LARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wws.ndamidade.gov /pera 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: 3MTM 2- Component Foam Roof Tile Adhesive AH -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. TERMINATION 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. 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 AH -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 NIA Dispensing Equipment ProPackV 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 file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ff.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./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -W 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 i 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 Mencv Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -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 O1- 6739 -062b[1] 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 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 file 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 RTF1000 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 accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Mn. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A Fligh Profile (2 Piece Barrel ) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 ... APPROVED NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 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 Paddt P aalh%) Undedayment 1 1) Place enough sdhesive to achieve 17 to 23 olm � s or en square Inches in eoldB Whh the pan fie a" a tadela9 N811threagh Cenrent 2) Turn covers upside down. Place adh 112 In. To 1 In. From outside edge of cover file. Than tta<lall fire CO. o ummaymem tvwdm offteave g tu. AboAtonomwamot elml ��oo� are et Ppolm -up Nofar bush ateaes nne. on longituw edgesoftne Eavmslostoe Wesphole Faso (moll& sk-) NOA No.: 12-0228.18 MIAMM04DE COUNTY Expiration Date: 05/10/17 • •. a Approval Date: 05 /10/12 Page 5 of 7 V 4��pp�:44 Paddt P aalh%) Undedayment 1 1) Place enough sdhesive to achieve 17 to 23 olm � s or en square Inches in eoldB Whh the pan fie a" a tadela9 N811threagh Cenrent 2) Turn covers upside down. Place adh 112 In. To 1 In. From outside edge of cover file. Than tta<lall fire CO. o ummaymem tvwdm offteave g tu. AboAtonomwamot elml ��oo� are et Ppolm -up Nofar bush ateaes nne. on longituw edgesoftne Eavmslostoe Wesphole Faso (moll& sk-) NOA No.: 12-0228.18 MIAMM04DE COUNTY Expiration Date: 05/10/17 • •. a Approval Date: 05 /10/12 Page 5 of 7 b ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12-022&18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement paddy Nag through plastic cement Single paddy under die 0 (between t9s) Underlayment Single paddy between file 0 Paddy (under ills) 2 In. x 7 In. medium sin Paddy save course only (05� Single paddy ------- Oe-34'In x 3 In 3 In un role t *4 Tx3in. 4 In. In. 2 in. Single ---- Single paddy on 2 In. paddyon under- [a ant under- layment Single paddy Fascia Sava course an top of file Weephole Single paddy In. X 7 In. madhan Eave cam Emdmn on top of the sire paddy eave UP edge Fascia course only Nail through pink cam 4 In. I!r-'3 In.x 3 in. Single paddy END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 COUNTY CODE COMPLIANCE OFFICE (BCCO) CONTROL DIVISION NCE OF ACCEPTANCE EEnt�ra Roof Tile, Inc, t NE 9a' Ave Okeechobee, FL. 34972 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 NEST FLAGLLR STREET „ SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2401 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BOLA reserves the right to revoke this acceptances if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statemerit: ” Miami -Dade County Product Control Approved ", unless otherwise noted herein RENzwAL 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. TERMINATION 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 revises NOA No. 10 -0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page i of 5 ,r ! ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufachired by Test Product Aonlican Diu4ateasitons mmificgfins DMcrigtion Plantation Tile Length: 16W Fiat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on, Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum dock requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 RVIration ,Date: 12MW S Approval Date: 12/30/10 Page 2 of 5 t .. Table 1: Average Weight (VI) and Dimensions (I x w) Tile Profile Welght W (I" 1 Length -I (ft) Width -w (ft) Plantation Tile 11.6 1.375 1.06 Table 2: Aerqqynamic Multi liens - (f t3) Tile Profile ;L (ft3) Batten Application X (ft3) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft -lbf) Tile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ": 12,. Greater than Profile 17.2 1 -10d Smooth or Screw Shank Nall 7.3 9.8 7 " :12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 Deck 1 -10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck 2 -10d Smooth or Screw Shank Nails Field Clipj Deck 35.5 Deck 2 -10d Smooth or Screw Shank Nails Eave Clip), Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment - Mt (ft4bf) For Nail -On Systems Tile Profile .Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19132" plywood) Battens Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nall 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clipj 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip), 31.9 31.9 32.2 -T' 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4 °file Iw;Wft and fasteners are looted a minimum of 2W from the head of tile. iAPPRGYED NOA No.: 10-1202.01 Expiration Date: 12010 Approval Date: 1700/10 Page 3 of 5 r- A Table 5: Attachment Resistance Expressed as a Moment Mf (fit -lbf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Pol ftTm 118.9 Resistance Plantation Tile Adhesive 31.3 2 See manufactures component MRroval for installation requirements. 3 Flexible Products Company TlleBond Average weights per patty 13.8 grams. PoWbam Product Inc. Average wekft per patty 8 proms. Table 8: Attachment Resistance Expressed as a Moment - Mf (fE ibf) For Sin Is P Adhesive Set terns Tile Profile Tile Application Minimum Attachment Resistance Plantation Tiie Pol ftTm 118.9 Pol ProTM 40.4 4 La ac ement of 45 rams of Pol ProTm. 5 Medium paddy p"med of 24 grams of Pol row"'. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set ft stems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bar the imprint or ider:tifiable marking of the manufacturees name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "Er, Entegra "E", when the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents rewired by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. AUNUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 104202.01 Expiration Datc 12tM5 Approval Date: 12/30/10 Page 4 of 5 u A A PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No:: 10- 1202.01 Expiration Date:12ftg5 Approval Date: 1200/10 page 5 of 5