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RF-16-416 Miami Shores Village Permit YI Roof""" 10050 N.E.2nd Avenue NE ») Lfl � Gdf? el Flat Miami Shores,FL 33138-0000 e"t , .. -Petmit Status APPROVED Phone: (305)795-2204 �4 suo DO �I01 Expiration: 08/16/2016 Project Address Parcel Number Applicant 1235 NE 100 Street 1132050080040 Miami Shores, FL 33138-2603 Block: Lot: LOUIS DE THOMAS owner Information Address Phone Cell LOUIS DE THOMAS 1235 NE 100 Street (305)796-4922 MIAMI SHORES FL 33138-2603 Contractor(s) Phone Cell Phone Valuation: $ 18,500.00 SUPER ROOFING, LLC (561)727-4757 Total Sq Feet: 3500 Type of Work:Re Roof Available Inspections: Additional Info:COMPLETE TEAR OFF AND RE-ROOFING FL Inspection Type: Classification:Residential Scanning:6 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-16-58694 CCF $11.40 DBPR Fee $4.88 02/18/2016 Credit Card $838.16 $50.00 DCA Fee $4.88 02/16/2016 Credit Card $50.00 $0.00 Education Surcharge $3.80 Bond#:2989 Notary Fee $5.00 Permit Fee-New Roof $325.00 Scanning Fee $18.00 Technology Fee $15.20 Total: $888.16 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize th a -na ed contractor to do the work stated. February 18, 2016 Authorized Signature:Owner / Applica t / Contractor / Agent Date Building Department Copy February 18,2016 1 r Miami Shores Village C' , Building Department F , I o,0 N . 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: U INSPECTION LINE PHONE NUMBER.(305)762-4949 �}+ FBC 20 u `` BUILDING Master Permit No. � PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC {ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l L S %0c7 S T City: Miami Shores County: Miami Dade Zip: 3-31 Folio/Parcel#: ! r '�o�® ®r' 00 1 ® Is the Building Historically Designated:Yes NO Occupancy Type:9S1We*4'aoad: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): y rS 4511-47-7 Phonegi�2 3 Address: % 3 :�— �r !�b U -S';;—< City: /2-7 S State: Zip: 0 Tenant/Lessee Name: -� Phone#: Email: o ;-s �l om S C2 e ' •mss �- t-c�''yj CONTRACTOR: pCompany ,rName: n/� r Phone#: 6j �2 72 ! 0 7 Address: 1a 3-5 /�/� ,/l/ V ,S ,)1/ 1-7� Z City: q State: �L" Zip: 33175'-7 Qualifier Name: x &7, Q%e Z _ Phone#: 341-72-7— 75 2 State Certification or Registration#: 6 C 7 ificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �� i3 Square/Linear Footage of Work: Q G- Type of Work: ❑ Addition ❑ Alteration ❑ New - Repair/Replace ❑ emolition Description of Work: CO a� eGr f p a r / 2 IV Specify color of color thru tile: 6()Coq 4- P-An cl t Submittal Fee$ Permit Fee$ Q CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ e G Technology Fee$ �� • :7-0Training/Education Fee$ 3 Double Fee$ Structural Reviews$ Bond$ Tzoo , o ff TOTAL FEE NOW DUE$ C 1 • I (Revised02/24/2014) ^ a i Bonding Company's Name(if applicable) ' Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 approve and a reinspection fee will be charged. J Signature Signature OW ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before/me this The foregoing in=— V% was acknowledged before me this day of C.�/1 UGl 20 e 6 b C9,r� y day .� 20 1 U by J 1/ /y VL who i rsonally know to who is personally known to me or who has produced as me or who has produced ash identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: ,off nue Notary Public State of Florida Joanna M Feliciano Seal: RO��® My Commission FF 082753 Notary Public,State of Florida 'dor�oa� Expires 0111212018 Commission; EE 167456! My comm.expires Feb.7,2016 **w* **** * ** ** ** ** **** *********** ******* **w**** ******* ** `> 'xr> >x> > ***** *** ****** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) "S 193 MiamishoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* �2 D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: ItAQ4 RCOA nn LLC BUSINESS ADDRESS: I R35 ME )�C(I'YI i ZIP 331 C�a�l,��s !,✓. � c{Z� S/TIA7E� � _ �q' BUSINESS PHONE: !�1] 2-7 -4-75-7 FAX NUMBER( __) CELL PHONE�� 7 2 7 4-752 QUALIFIER'S NAME: _ A ►�t��c Perez QUALIFIER'S LIC NUMBER: CCC 1 350 5 q6 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PEREZ,ALINA ESTELA SUPER ROOFING, LLC 1835 N E MIAMI GARDENS DR#425 MIAMI FL 33179 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. .' PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CCC1330576 I$SUED: ' Q2104/2Q16 to serve you better. For Information about our services,please to onto www.myfloridalicense.com. There you can find more CERTIFIED ROOFINO CONTRACTOR information about our divisions and the regulations that impact PEREZ,ALINA ESTELA you,subscribe to department newsletters and learn more about SUPER ROOFING; the Department's initiatives. n w, Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS and congratulations on your new license! Ez"ton date RUG 31.2016 M.160204000W17 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD . CCC1330576 k The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 MJ 'D PEREZ,ALINA ESTELA % SUPER ROOFING, LLC 1835_N E MIAMI GARDE114E CSR.4425 MIAMI FL 33179 r, . .. 0 y . ISSUED: 02/04/2016 DI51zLAY AS REO UIREt�BY I AW Seo 9 L1W2f)4nnf10S97 Local Business Tax Fecei pt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 7193883 BUSINESS NAM E/LOCATION RECEIPT NO SUPER tat 835 E MIAMI GAR ENEW NS DR - NEW B9USINESS SEPTEM ElR 30, 2016 B 425 Must be displayed at place of business NORTH MIAMI BEACH, FL Pursuant to County Code 33179 Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS SUPER ROOFING LLC 196PAYM ENT RECEIVED C/OALINA PEREZ MGR SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CCC1330576 45.00 11/18/2015 Thi sLocal Tax � y CREDITCARD-16-007847 Payment of the Local einc-" t.The%ceipt is rot a license. Permit,Ora card"cation of the W der's qua!i"ceor,.to do business.Holder must comply with any governmental OrrOVOvernmental reguiatorylaws and requi-rentswhichapply tothe business. The REIMPT NO above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8s-278. M F� For more lnformetlon.visituywwm'an+dadego��a --- Aima V CERTIFICATE OF LIABILITY INSURANCE °ATE(' "' 0210212016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING WSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(fes)must be endorsed. If SUBROGATION IS WAIVED,subject to the torms and conditions of the poncy,certain poncies may require an endom morIL A statement on this cortiftato does not confer rights to nw certificate holder in lieu of such endorsement(s). PRODUCER 5AA XT Enterprise Insurance Group,LLC R Ina Diaz FAX 12320 Racetrack Road (813)448-9222 Not:(813W8-9244 Tampa, FL 33626oR>$s: servic me riseinsgrou License#:L059361 INSURER(S)AFFORDING COVERAGE NAIC0 RNURERA: LI Of London INSURED INSURERS: Super Roofing INSURER C: 1835 NE Miami Gardens Drive S 425 INSURER 0: Miami,FL 33179 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: 44046636-75446 REWSION NUMBED 2 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTV%ITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LNTRR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP LIMITS A GENS'"-uAsLITM DCCSGL00446-00 02/18/2016 02118120.17 EACH OCCURRENCE s 1,000,000 X COMMERCIAL.GENERAL UABILITY PREMISES(E o $ 50,000 CL440SWADE 51OCCUR MwExP &wPmaa) $ 5,001D PERSONAL&ADVIN"Y S 1,000,000 GENERAL AGGREGATE IS 2,000,000 GEFILAGGREGATE LIMIT APPLIES PER- PRODUCTS-CONIPMPAGG I s 2.000.000 POLICY �O LOC s AUTOMOBILE LIABtLIIY IB:I:ED SINGE LIMIT Ea�_Qen1 ANY AUTO EOCLY INJURY(PerPMw) 5 ALL OY,NEDLED AUTOS AUTOS GODLY INJURY(per 3cwem) S LT(15 NON-CANED PROPERTY RTY DAMAGE S ruREDAUTOS —�AUTOS I Is UMBRELLA UAB �OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED ( 1 RETENTIONS s WORKERS COMPENSATION WCSTATU• OTH- AND EMPLOYERS'LIAStUTY Y I N ANY PROPRIETORIPARTNERtEXECUTIVE E.L EACH ACCIDENT $ OFFICERIMEMSEREXCLUDED? � nJA (Mandatory In NH) E.L DISEASE-EA EMPLOYEd s MsyyeesS dosustre met DESCRIPTION OF OPERATIONS below EL DISEASE-POUCY UMR S DESCMP710N OF OPERATIONS i LOCATION I VEIRCLES(Attach ACORD 10i,AdManal Renufas Sdw&ft @ mre spats is regwrcd) Certificate is for Evidence of insurance Only Lie CCC#1330576 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE RED C 198842010 ACORD CORPORATION. Al(rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Printed by RED on February 02,2016 at 11:37AM Report Viewer 1/27/16,1:31 PM ,Image �1 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/10/2015 EXPIRATION DATE: 8/9/2017 PERSON: PEREZ ALINA E FEIN: 471496995 BUSINESS NAME AND ADDRESS: SUPER ROOFING,LLC. 1835 NE MIAMI GARDENS DR#425 MIAMI FL 33179 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,en officer of a corporation who elects exemption from '13 s chapter byy filing a certifirate of election under th(s section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...applyy only vnthm the scope of the business or trade hsted on the notice of election to ba exempt.Pursuant to Chaptar440.05(13), Nottcea of election to ba exempt and certificates of election to be exempt shall be subject to revocation If,at any time atter the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meats the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 file:///Users/jay/Downloads/Alina%20EXEMPTION%2OSuper%2ORoofing.html Page 1 of 2 REg• p c®ea*iMiami Shores Village Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption I i Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: i �I An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers i or members of a limited liability company (LLC) in the construction industry may elect to be i f exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; I 2. The officer is listed as an officer of the corporation in the records of the Florida i Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING CKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: OV /-p -C) T Owner State of Florida County of Miami-Dade The foregoin was acknowledge before me this Z�day of��n L 20_ L. BY v/S Ile Y/-/F9/U A 'S ' who is personally known to me or has produced as identification. Notary: -�P ,aJ Notary Public State of Florida Alina E Perez My Commission EE 882463 SEAL: Expires 03/11/2017 SIPERA TSE ! 1-844-296-IM February V,2016 State of Florida County of Miami Dade Before me this day personally appeared inR ?tre who being duly sworn,deposes and says: That he or she will be the only person working on the project located A4 /00 i M11 WTI(, S40res , 33 . 0- Sworn Sworn to (or affirmed) and subscribed before me this day of 20 �0 ,by i incl --ere z ' Personally known OR Produced Identification -Type of Identification Produced MAE CONLEY ,Y\SPRY �I•• *°. .`�•; Notary Public-State of Florida ' ' 2 My Comm,Expires Oct 25,2018 Oki Bonded Commission#FF 137673 '•.For,.o?`: Bonded fluoro National Notary Assn. Print,type or Stamp Name of N AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale FL 33334 � - � '� Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Super Roofing Llc Test Date:04/26/2016 Permit#RF-2-16-416 Property Address: Thomas Residence 1235 NE 100th Street, Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 35.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 15.00 sq. 15 As per FBC 2014 Passed Field Area: 20.00 sq. 20 As per FBC 2014 Passed No.of Corner: 16 16 As per FBC 2014 Passed Ridge Areas: 110 PCs. 9 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, .. AC132 Enj in a ,ng Inc. (NOA 09-1005.01) Ant*. o: do, PE Fla. 6467-61 ZO 1.6 ACBZ Engineering Inc. Engineering and Laboratory Services 5230 NE Wh Avenue Fort Lauderdale, Florida.33334 Phone: (954) 245-8976 Fax: (954) 301-7776 I Ti I r � 1 r r r e � Miami Shores Village Building Department ° oma` 10050 N.E.2nd Avenue �tpRIpD► 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: / 10050 NE 2^d Ave Miami Shores, F!337ou --� Re: Owner's Name: Property Address: :3 5-- Roofing Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: ❑ 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 eFoh Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this—/-19—day of $stip p�we Notary Public State of Florida Joanna Ni Feliciano y u My Commission FF 082753 Notary Public, Sate of Florida at Large '��,F�op Expires 01/12/2018 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractorfor the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 RECEIVED FEB 16 2016 • , BY' Miami shores Village Ilding Department 10050 N.E.2nd Avenue DATE Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r � rH Al / d RE: Permit# I ATE INSPECTION AFFIDAVIT 1 4001/1licensed as a (n)61 q� ontracto Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: 0 e 6 l 33 06—-16 On or about , I did personally inspect the roof deck nailing (Date&time) work at / 3:5— Al�� /OD ST Aam/' (Me-veE ., rL �3-3/3,r (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Ai '" • • •••• •••••• Signat e �'° •• •• • State of Florida """ .... . ..... County of Dade: ' •••••• •••• ••�••• . . � • The undersigned, being the first duly sworn, depoles'an�t-says that he s e is the contractor Torthe a�ou%pioperl 0 00 mentioned. •• • 0... • • • •• • Sworn to and subscribed before me this day of OSSIE MAE CONLEY Notary Public-State of Florida .• my comm.Expires Oct 25,2018 Notary Public, Sate of Florida at Large Commission#FF 137673 Bonded Through National Notary Assn. "General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection,Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each Inspection `SeoRFs`� Miamishores Village fro RUN" Building Department 10050 . .2nd Avenue �lj{pA Miami Sh es, Florida 33138 el: (305) 795.2204 ZN x: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTI ROOF TO ALL CONNECTION HURRICANE MITIGATION RETROFI FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUC RES PERSUANT TO SECTION 553.844 F. . To: Miami Shores Village Build g Department Date: l A 7I�`60 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roof De uilding Official: A)Y alki � 112Z- ce ' t t I m not req red to retofit the roo o wall connections of my bui i because: hej valuation for the structur for a of ad val re to tion is less t n $30 , 00.00. Please attach proof of ad valorem taxation. ❑ The buildin s constructe in Iia a with the provisions the Florida Building Code (FBC) or with the provisions 0000 of 19 edition of the South Florida uildi Code (1994 SFBC) 00 0 0000.' 0000.. e 0 . o .. .. . so 000000 , 1 e_ �. L�� •,�►�v :0000: Si ate Print Name 0000 0 ••••• Osseo. 0000 **:so* o s . s .. . .. . 0000.0 State of 0.00•• • . . . . . . oes000 0000.. County of Dade, e • . . 0000.. ..00 s The undersign d, being the first duly sworn, deposes and says that he/she i thy' " or hM m tioned. ?. •�•: No ary ublic-Sate of Ftorirl;r Sworn to a subscribed before me this " day of Q gxpires Oct 25,20 Commission dr FF 137673 inn OVgf1 National Notary Notary Public, date of Florida at Large ► I �� Battled Thr • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 AB,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4,5,6,7 1 Wood Shingles and Shakes 1 es A 1,2,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description Specific System Limitations 1 General Limitations 1 Applicable Detail Drawings 1 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 .00 0 1 1 4. Other Component of Product Approval000000 ••• 0 0•.;0 00 .. 1 5. Municipal Permit Application • 0000.0 . .. 0000.0 1 6. Owners Notification for Roofing Considerations(Reroofing Only •0 0 0•• 00 • 0000.. 7. Any Required Roof Testing/Calculation Documentation 000000 0000•0 00000 0 0 00.00. 0000 0000. .. .. 0 0 . 000.0. 0000.. . . . . 0000.. 0000.. 0 . 0 . 000. 00 0 15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) ' 1 I I t ° Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify 1 1 manufacturer Surfacing: 1 1 (If a component is not used,identify a "NA") Fastener Spacing for nchor/Base Sheet Attachment: 1 1 System Manufacturer. 1 1 Field: "oc ap,#Rows @ "oc 1 1 Perimeter: "oc La 1 1 Product Approval No.: @ p,#Rows_@ "oc 1 1 Design Wind Pressures, From RAS 128 or Iculations: Comer. "oc @ Lap,#Rows @ "oc 1 1Numb r of Fasteners Per Insulation Board: 1 1 P1: P2: P3: 1 1 Max.Design Pressure,from the specific produ Fl Perimeter Corner 1 1 approval system: lustrate Components Noted and Details as Applicable: 1 1 Deck: Woodblocking,Gutter, Edge Termination,Stripping, 1 Flashing, 1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1 1 Type: Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 Gauge/Thickness: Flashing, Component Material, Material Thickness, Fastener 1 1 Slope: Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No.of Ply(s): 1 1 1 1 Anchor/Base Sheet Fastener/Bonding Material: 1 1 1 1 Insulation Base Layer. FT 1 1 Base Insulation Size and Thickness: Parapet 1 Height 1 1 Base Insulation Fastener/BondingMa t rial: 1 10000 1 1 • . 0000 000.00 1 Top Insulation Layer: •FY0 006. •• • 1 • . . Top Insulation Size and Thickness: 0 0• 00 •• 00: 1 •. . Mean • 1 • • • . .. •t�too 00000 Top Insulation Fastener/Bonding Material: • 1 ••• •Ml4, 4ht ••#•• 0. ooLoee 1 Base Sheet(s)&No.of Ply(s): 60:6: • 10: 10 ..r... 0000.. 1 Base Sheet Fastener/Bonding Material: • 1 0. .... . •00i Ply Sheet(s)&No.of Ply(s): 1 1 1 Ply Sheet Fastener/Bonding Material: 1 1 1 Top Ply. 1 1 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) ' 1 ' 1 , , Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 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'�.■'dI�.CrI."■'1...•. r�iwd .■■■ rr d■ ■ w ■�iC r�Iwww�i�i �ii: t ...- r . rr■ w tJ rw w r ■ w■w �irrr■ ■ r wr C r rrrr ■ p r r ' �l�I�t �i r �w■ iG�tsI� iCr C17�iGGr C■r•� :G iRa C ■wrr'�ii �GiG�i w nr r -�� ■■ ■■ ■■ rw ■r rt►iri•;■ i ee a,�' �r tr■rr w i ■G�i r� wirrriwrQr:1ir��wlr�tl.Ir liG _... no.. 0rnrRGr ■rriGi�rsa,�iriG�i Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep�Sloped Roof System) Roof System Manufacturer: LA G) E Coe in Notice of Acceptance Number: S — 0223 l Minimum Design Wind)lPressures,If Applicable(From RAS 127 or Calculations): Maximum Design Pressure M � From the NOA Specific System):_ Method of a attachment: p F° '4 N — /& Nei l c(- 88oS , b1 um Steep Sloped Roof System Description Deck Type: fiE'/0 p ype Underla ent: Roof Slope: --�'0 nsulation: 12 Fire Sa err: / ** f o . . Ise .. s Ridge Ventilation? astener Type S Spacing: r QC [2 �' • /1//2 dhesive Type •• •• .. ype Cap Sheet: � •• • / oof Covering: C�he �--�� .. ; Mean Roof Height: �t Type&Size Dii� •••• • Edge: • X � �pr�UAivi2e� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based tile 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 M,values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 1 "Moment Based Tile C Iculations Per RAS 127" /J 1 (P1: 391 x Y1.1 = 22 -Mg: 86 7=M, Product Approval N 7G 1 (P2: 68' xx 313 �-Mg: �=Mr2--�L�9 Product Approval M, 40 �f 1 (P3:_LOO�xX 313 = ;;15,z)-Mg; 3=May Product Approval M, 1 / Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M)From Table Below Product Approval M, 1 M,required Moment Resistance* 1 Mean Roof Height 15' 20' ' 1 Roof Slope 25 30 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 34.4 36.0 37.4 39.8 1 4:12 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based file systems use Method 3. Compared the values for F'with the values for Fr, if the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w:=_)-W; x cos E) =F,, Product Approval F' 1 (P2: x L = x w:=_)-W: x cos 8 =Fn Product Approval F' 1 (P3: x L = x w:__)-W: x cos 8 =F,3 Product Approval F' 1 00.0 1 Where to Obtain Information . . ••":' 1 Description ' P Symbol WharsieJ'Ind •. *00:0 1 Desi n Pressure RAS 127 Table 1 or b 1 9 P1 or P2 or P3 pared b PE based on A�7 eering anfilysis pre •.•.: P Y . • • 1 Mean Roof Height H 0000• """ .•.. Job Site • • 1 Roof Slope 8 Job Site • • • •••• as of 00 • 00000 1 Aerodynamic Multiplier Product Approval 0*0:0: 0 a 1 Restoring Moment due to Gravity M • e Product Approval • • ••••• 1 Attachment Resistance • Mt Product Approval *0 •.•.. 1 Required Moment Resistance M Calculated • • 1 Minimum Attachment Resistance F' Product Approval 0.0 1 Required Uplift Resistance F Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) i I I 1 t Copyrigbt to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jung,2015 10:3212 AM pursuant to License Agreement.No further reproductions authorized. �s SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor.The owner's initial in the des' pace indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed.in accordance with the current provisions of Section R4403. (The roof deck is usually qbewedxfrom to removing the existing roof system). 4. posed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking below.The owner may wish to maintain the architectural appearance;therefore, Vchar netration of the underside of the decking may not be acceptable.This provides the option of a appearance. 6• verflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is from a buildup of water. Perimeter/edge wall or other roof extension may block this erflow scuppers(wall outlets)are not provided. It may be necessary to install overflow rdance with the requirements of Sections R4402, R 3 4413. Owner/Agent' Signature Date Contract Sig t " •#e ¢ • as • •Y • • • •••••• • •••••• Property Address Permit Number •••• • .... . ..... ...... .... ..... Revised on 7/9/2009 LD;07/01/2015; 600.6 •• ••••:• (�7,N"� MIAMI-DADE COUNTY MIAM� PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 RER-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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stag nd•followin& • statement: "Miami-Dade County Product Control Approved", unless otherwise noted hereirt••• .• •. 0000.. • •• 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed aqd 11are has been no chalige•• in the applicable building code negatively affecting the performance of this product. ••••• :...:• .•... 0000 0 0000 .0... TERMINATION of this NOA will occur after the expiration date or if there has been I%Vs'Ion or gbtn%e in lh&• • materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endo0 0 0rpppt of any product, for •. sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Com'pl; with-any��ction•d'f 00 this NOA shall be cause for termination and removal of NOA. •••••. • • • 10000 • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and folrowed 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 revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. #,_� NOA No.: 14-0805.01 MIAMI DADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which liaratt4chment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. •••' • *00 0MANUFACTURING LOCATION: •• ••• •• 1. Tomball,TX. • .... ...... 000 • ..:..• 00*0 PHYSICAL PROPERTIES: ••'00: •••• •• 0 •• •• Prope Test Resdf ss: : ••••" T ....•. • Density ASTM D 1622 1.6 lbs./ft.3 :0800 • ••••" : 0000 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 @-40'F., 2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% 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. NOA No.: 14-0805.01 MIAMI•DADE couNTY Expiration Date: 05/10/17 ® Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 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 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 1,;V;6/98 520109-2 • •••••• • 0000 , 520109-3 ' 520109-6 "• •• 0.000. 520109-7 •••••' 520191-1 TAS 101 •••• (S3/0� 99 ..�..• 520109-2-1 ••'" 0000 0000. 00.00: • . . 0000.. 00.0• .. • LIMITATIONS: •• • 0000.. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly fglr fire ruing. • ;0000: 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low!&high tile V'ra ices. • 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. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 K.MIAMI-DADE COUNTYM COUNTYExpiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 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 attachment 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 to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 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 I to 2 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. . . . • ...... . .. ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... MIAMI•DADECOUNTY NOA No.: 14-0805.01 � Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY • 1 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Does . . 001: 0000.0 . .. ee60 .. *00000 •0600. .... . ..... 00:60e •Doe ••6.0 • •Doe•• • • • • • • •00.6• ...e• • o • • D 00 • e Mu►Mi•DaDE couNTY NOA No.: 14-0805.01 � Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 plaseiseit Flat/Low Profile Tile "'•" '"•"D .p i acs 1. Starting at the eave course,apply a minimum 2" `•�,- (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ya.y paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock ry b• �� - of the tile being set. 2. Continue in same manner. Insure approximately 17 f (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. z E�a•flnaut• _ ``��;3' ` �� Nall through ptaa centem Medium Profile/ Double Pan Tile 4when mvi") Nadytt, t 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam , �•� �' y paddy onto the underlaYment positioned as shown under the pan portion of the tile closest to the ;P overlock of the tile being set. 2. Continue Zn same manner. Insure approximately 17 (109.7 em )-23 (148.4 cm )square inch adhesive contact with the underside of the tile. taw moil alwcw r®1.ssiC Wino--. $ uw dy 166"4251%TRt High Profile/Single Pan Tile r�qu7r•d9 ,- • ��, 1. Starting at the eave course,apply a ryLr>,itnum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4•a A)foa"•••• paddy onto the underlaytnen;positipVdV shown •, under the pan portion oftl tyle closest tb the "'•'• 2Wur151a ' •• • • • • overlock of the tile bel set. •••••• Battens w Z. Continue in same mangy•iq!jure aplyigsimately.l?..• (109.7 cm2)—23 (148.4 Am O square inch sdhesk"• • contact with the undersidaQfthe tile. •. 4�' Eases!t�eursa :�� >'� � �� • • i•••i• •••••• �r •• • •••• • • va ira ',,_ •d in. £err clQsu •••• i Drip M40 NOA No.: 14-0805.01 M AMMADECouN7Y Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 kAftoush Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 m _ mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the ' strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 CM) fl�atc;zsn.l —23 (148.4 cm)square inch adhesive contact with the Eawrou _ b_. underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Fagan x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the >� strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12 (77.4 cm)square inch adhesive contact with the underside of the tile. Nail thrm"hpbstic mment Medium Profile/Double Pan Tile ;ahem"quiredl ' .. __.P•ddyJlBeneaih1110 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy elcddeiaymiKna `�� r,--,. onto the underlayment positioned as shown under the ' ., pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm Z)— ,� ' 23 (148.4 CM)le square inch adhesive contact with the underside of the tile. X � �� a ; ��' 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlopfedfte tile being set. "" '•• • 6666.. 3. Continue in same manner,lzp approxgpately 12" , (77.4 cm2)- 14(90.3 CM)sQvare inch adhesive contact with the underside oftkS tile. :*.... ••••• 69.90. 6969 6666. .. .. .. . 6666.. (Instructions continued on lQeTAP;ge) 6• . . 6666.. . . 6666.. .. 6666 NOA No.: 14-0805.01 MLAMIOADECOUtMA Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Wag thfaugh,pks§uscl+gwet-',' High Profile/Single Pan Tile 4'Wh m r�ga�lead h t .Ps�dy I�• sals rilY 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ,4 onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the 'h ` �.• tile being set.Insure approximately 17(109.7 cm2)— "�' 21M 23 (148.4 cm2)square inch adhesive contact with the •",o � �a underside of the tile. I . {,. 2. At the second course apply a minimum 2"(50.8mm) • , "; , yam' s• • x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 7AV`Wv'vy" AOR• underlayment positioned as shown under the pan ins;.._s a r �' •.o��t �aswe portion of the the closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2) square inch adhesive contact with the underside of the tile. • •••••• •••• ••••• • NOA No.: 14-0805.01 MuI•DADecout�rrY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 MU duough plastic cerners tnesl iw eeorequire+dl I 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10" (254 mm)x V (25.4 mm)foam paddy ---°�"_ Paddy tundertile) onto the underlayment positioned as shown,under singleIad the strengthening rib for flat tile or under the pan on to of Ifie portion of the tile for low or high profile tile closest to the Overlock of the tile being set.Leave 4x41% " ,,'' �-aTA t-� approximately 4" (10 1.6 mm)up from the eave sinnglewdy 7 . edge free of foam to prevent the expanded adhesive an yment 2 4 from blocking the weep holes. Insure ® ' ' approximately 17-23 int(109.7-148.4 cm)of adhesive contact with the underside of the tile � Intarda ---Luvclosme 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Rat&ow Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Mail ftough plastkcemern Single Wdy under tile pan portion of the tile, closest to the underlock for iwhen lbetween tai the second course tile to be installed. Insure -. approximately 8-9 int(51.6-58.1 cm2)of adhesive faueas r Paddy(undertnel contact with the underside of the tile. Optional p f (Instructions continued on next page) mn�eria dyan yment� i0, �� tin. ss' Fane®osure Lwe Course fast Medium Pre#IleTlle sees • • sees sees•• sees•• • •• sees•• • sees•• • . 6 sees•• sees • • • • e • •9000• •sees •:6.000 segs 99.00 e• •• •• 6 *see:* • 900.0• 0 • • • • 0 0006•• 00006• • • • •000•• 00 • 9990 0 0 00 MIAMI•DADE COUNTY NOA No.: 14-0805.01 t Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Rtail through ptasfflc oe Binds paddy offer tile NAMrewred) � 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/4" � �� `� ' (19 mm)paddy on top of the eave course tile a®n paddy( tile) surface as shown,on top of the strengthening rib ` @ j 4' for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately z4in. 9(58.1 cm2)- 11 (71cm2)square inch adhesive ax�3o contact with the underside of the tile at the overlap an and 7(45.2 cm )-9(58.1 cm )square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Esve Course� ` Faseaa W Le Ea me 2In. ' d demure Dripe ge Hagg Profile Tile 0000 . . 0000 0000.. 0000.. 090990 0000 9 .0000. 0000 . 0000. 00.90. 999600000 .. .. 00 9 999999 0000.. . . . 0 009900 0000.. 0 . 0 . . 0000.. 99 9 9999 9 9 . . NOA No.: 14-0805.01 MLAMI-DADe COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Place enough adhesive to achieve 65 to 70 sq in. Steep pitch applications foam in contact with the pantile. when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. ^,. tiles from rocking until adhesive has a chance to underlayment cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside W"iff10M Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile overafter foam i?applied and..... place onto pan tile coeiirse.$nsuraa minimum of 20(129 cm)-25 (161!1 Ctn2) square 4ch .... • contact area on each'AN'Mthe coy&tile to*..: pan tile. Continue insame•mann@*i.•"Fi*'vn away any cured exposed f9g"44hesive.rpinting of.;..• longitudinal edges o,i th cover tflel;tri: ...... considered optional•.8.00 8 • • 0 . :906:0 •000... 5. When additional nailing N requited,2"(50.8:....: mm)x 4"(101.6 mmT nailers or 49*;ie-wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MiAMMADecoutvTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MIAMI-DADE COUNTY a M PRODUCT CONTROL SECTION , N 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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 RER-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. RER 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: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles . . 6666 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoo,city, stat e,-aqd fgllowing 0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.':0 ' " 000000 0000.. ...06. RENEWAL of this NOA shall be considered after a renewal application has been filed affd�befe has Bio cha W. in the applicable building code negatively affecting the performance of this product. 6.0.6• *09:0 06:.0' 00000 66 0 006000 TERMINATION of this NOA will occur after the expiration date or if there has been a&MM11 or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsgment af-aMy produces,0..0 for sales, advertising or any other purposes shall automatically terminate this NOA. Failui%WcOmply witb.any seCrien•; 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 Oficial. This NOA revises NOA#12-0430.04 and consists of pages 1 through 10. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMNDADE COtRdTY NOA No.:15-0223.18 Expiration Date: 10/05/16 Approval Date: 09/24/15 Page I of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12 '/4" nail holes. For adhesive set,direct deck or Thickness= 'h" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 12 '/4" nail holes. For adhesive set,direct deck or Thickness= %z" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 ''/4" equipped with two nail holes. F".adhesive set, Thickness= %2" direct deck or battgned trail-onappWations.•0000 Ponderosa Double Eagle L= 17" TAS 112 Flat profile concreTe TOW tile with-shake fi$i99 Concrete Tile W= 12 '/4" equipped with two 4*4*i**oles. jFor jdhesivj-wc,- Thickness= %i" direct deck or battened wail-on'.iflTdations.... -----• 90-000000 Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete r66f tile brushed finish--o:- Tile W= 12 '/4" equipped with two:Mal lsoles. Fo?adhesive set, 0 . Thickness= %2" direct deck or batined pail-on. ... 0000.. ..- - 0000 Trim Pieces L=varies TAS 112 Accessory trim, clay roof pieces(Sr ise at hips, W=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. MSI®� NOo N ate: 10/05/16 � � Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 2 of4O 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2, 5, &8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(1, 5 ,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 ••• The Center for Applied 25-7487-2 Static Uplift Testing •""pec. 1995':• Engineering,Inc. TAS 102 • ...... . .. ...... The Center for Applied 25-7496-(1 &4) Static Uplift Testing'•`•• • Dec. 1 S5••; Engineering,Inc. TAS 102 •000% �...:• 0�•••' The Center for Applied 25-7804-6 Static Uplift Testing• ••- •••-•Sep. 199 •• Engineering, Inc. TAS 102 •• " •• • -0-0:0 Celotex Corporation Testing 520109-1 Static Uplift Testink Dec. 1999::, Service 520111-4 TAS 101 ••••• Celotex Corporation Testing 520191-1 Static Uplift Testing •:,:larch X999 • Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 NOA No.:15-0223.18 Mmgga of Cu 'ot�mnr nguExpiration Date: 10/05/16 Approval Date: 09/24/15 Page 3 of 10 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be 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 Miami-Dade County Product Control Section 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 deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION.- 4.1 NSTALLATION:4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (VI) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat ••�• Tile L • • • • . Table 2: Aerodynamic Multipliers -A (ft3) °••••• •• •••••� Tile Profile A (ft3) .... A (f�3) Batten Application Diree4Ere ck A. plication•••• Bel Air, Bel Air Double Eagle, 0.301 ": 0.27.8':'. ••••• Ponderosa, Golden Eagle, ••• •. Ponderosa Double Eagle Flat Tile • • • s s• s Muv�aaAoecounrr�r NOA No.:15-0223�IS Expiration Date: 10/05/16 Approval Date: 09/24/15 Page,4 of 10 Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile 3":12" 411:12" 5":12" 6":12" Greater than Profile 711:12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) .•••• 2-10d Smooth or Screw 31.9 31.9•..• 32.2 •...; Shank Nails Eave Clip) 0000.. ; - 0000.. 2-10d Ring Shank Nails' 50.3 65.5.••••. •48.3 1. Installation with a 4"tile headiap and fasteners are located a min. of 2Y2"from, d of till. 190000 90 . 0000... .. .. 00 . 60000: .00.06 • ...... .0 . .00.0. ...0 0.. . NOA No.:15-0223.18 MIAM14DAD'COUP Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive' 31.32 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 118.93 Ponderosa, Golden Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 40.44 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 rams of Pol ProTM. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Sets 43.8.. Eagle, Ponderosa Double Eagle Flat Tile ; •• *••0.6 0000. 5 Tile-Tite Roof Tile Mortar. '• ;• 0000.. • •• 0000.. 006690 • 0069.. • 0000 . 0000. 0000.. 0000 0000.. 0000.. 6 0000.. 0000.. .. 0000.. 0000 6 NOA No.:15-0223.18 Ma°'°'°E counr Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". EAIGLE, a� FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE P"P,F CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT • ••• •••• •••••• ° . so:060 • 6. BUILDING PERMIT REQUIREMENTS: •••••• .°;•• •• •s 6.1 Application for building permit shall be accompanied by copies of the following: .. 0: ••• *see :' 6.1.1 This Notice of Acceptance. 0***:* 6.1.2 Any other documents required by AHJ or applicable Building Code in order tdprope y evaluate the . •••••• installation of this system. .••;•• 00 MSM OUNTM NOA Note: 10/05/16 � Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 7 of 10 PROFILE DRAWING BEL Ant 0000 • • • • ••r• 0000•• • • • • ° •080•• • •• • 0000•• •0008 • • • • • • 0000•• • o 0000•• � • ° • ••••o • • •• •••. r •• •e • • 0000• �1+ °° •• • e••4•• � yetl o. • iq 0000•• • lupi'�yr,�Gq� IMP • • • • 0000•• s••••s •• • 0000•• 0000 • • •s • BEL AIR DOUBLE EAGLE MSM®MNOA Note: 10/0516 � � Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 8 of 10 0000 0000 0000.. 0000.. 0000.. PONDEROSA 000000 0000.. 0000 . 0000. 0000.. 0000 0000. 9 . 6 .. .. .. . 696.699 . . . . 0000.. 0000.. . . .0609. 6 6 6 �I If l PONDEROSA DOUBLE EAGLE MIAM® NOA No.te: 10/05/16 ... Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 9 of 10 k i ! k k 4 • 0000 0000•• • • • 0 096.0• • •• 0000•• • 069900 • • • 69.00• • 9 ••9.96 •99• s •09.6 • •99.0• ••00 009.9 • • • • • 00 0• of • 0•s••s • 9099•• 9 • GOLDEN EAGLE 0 + • .•••:• 0000.• 0 • • •09.9• END OF THIS ACCEPTANCE "" 0 •0 9 MIAMMADE COUNTY NOA Note: 10/05/16 ... Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 10 of 10