The URL can be used to link to this page

RF-4-16-976, 623 Grand ConcurseTesting Agency Name: Address: Telephone: Fax: Email: Representative Name: Title: TAS 106 TEST RESULTS REPORT GENERAL INFORMATION A+ Engineering Testing Lab, LLC. 7066 SW 44 St Miami F133155 305-668-5792 786-513-3754 aplusetWD,yahoo.com Eng. JAIME REYES RE # 71460 SITE SPECIFIC. INFORMATION Certification No. 16-0413.03 Roofing Contractor: AMERICAS PREFERRED ROOFERS, INC. Permit #: RF-4-16-976 Job Address: 623 GRAND CONCURSE MIAMI SHORES, FL. 33138. Contact. Name: ROGER PH: 305-345-4247 Owners Name: KENNETH ZELNM Type of Tile: BELLA BORAL Date Installed: Roof Height: 12 feet Job Access: LADDER Approximate Square Footage of Roof: Required Testing Force: 35 LBS Roof Pitch: 4/12 Gate: NO 29.0 ft 2 Date Tested: 07/07/16 Testing Equipment: M2-100, S-3741465 TEST LOCATION PASS FAIL CORNER 8 _ PERIMETER 20 _ RIDGE 21 - FIELD 28 _ TOTAL: 77 - o°o o r O �r Ali �j G O O O O A A OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ORMED KFULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS IN CASE OF NATURAL DISASTERS. A+ EngineeringTesting Lab ROOF DIAGRAM AMERICAS PREFERRED ROOFERS, INC. 623 GRAN CONCURSE MIAMI SHORES, FL. 33138. T � T - T T T T T T T T� T T •T. T T T T T T T T T T T T T T T T T T T T T 7066 SW 44 St Miami, Fl .33155 PH: 305-668-5792 Fax: 786-513-3754.aplusetl@yahoo.com REs Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 ` E Phone: (305)795-2204 'cLOR1Dp' Project Address Parcel Number 623 GRAND CONCOURSE 1132060172141 Miami Shores, FL 33138-2473 Block: Lot: Owner Information Address KENNETH ZELNIK 623 GRAND CONCOURSE MIAMI SHORES FL 33138-2473 Contractor(s) Phone Cell Phone 4MERICAS PREFERRED ROOFERS Il` (305)345-4247 of Work: Re Roof onal Info: RE -ROOF TILE TO TILE ification: Residential Scanning: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $9.00 DBPR Fee $4.50 DCA Fee $4 50 Education Surcharge $3.00 Permit Fee - New Roof $300,00 Scanning Fee $12.00 Technology Fee S12 00 Total: $845.00 Permit NO. RF-4-16-976 Permit Type. Roof Work Classification: Tile Permit Status: APPROVED Expiration: 10/09/201 Applicant KENNETH ZELNIK Phone Cell Valuation: $ 14,500.00 Total Sq Feet: Pay Date Pay Type Amt Paid Amt Due Invoice # RF-4-16-59379 04/12/2016 Check #: 3404 S 845.00 $ 0.00 Bond #:3052 2900 Avanaoie inspections: Inspection Type: Up Lift Report �A_ Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet 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 foregoin tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authori e - amed contractor to do the work stated. April 12, 2016 Authorized Signature: Owner / rant / Contractor / Agent Building Department Copy April 12, 2016 1 Miami Shores Village Building Department A R �2 o9s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 T LA FBC 20 1 BUILDING Permit No. PERMIT APPLICATION Master Permit No.—gF Ike Permit Type: BUILDING JOB ADDRESS: 623 GRAND CONC ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-017-2141 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): KENNETH ZELNIK & W RUTH Phone#: Address: 623 GRAND CONCOURSE City: MIAMI SHORES State: FL zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: AMERICAS PREFERRED ROOFERS Phone#: 305-345-4247 Address: 20917 SW 92 CT City: CUTLER BAY State: FL zip: 33189 Qualifier Name: ANA REGINA VAZQUEZ Phone#: 305-345-4247 State Certification or Registration #: CCC1328987 Certificate of Competency #: Contact Phone#: 305-345-4247 Email Address: AMERICASPREFERREDROOFERS@GMAIL.COM DESIGNER: Architect/Engineer: Value of Work for this Permit: $ /1 T��i �0 Square/Linear Footage of Work: 2q0 U Type of Work: ❑Addition ❑Alteration ❑New )(Repair/Replace ❑Demolition Description of Work: REROOF TILE TO TILE Color thru tile: ARIZONA CLAY Submittal Fee $ Permit Fee $ CCF $ c� • nd CO/CC $ Scanning Fee $ t Radon Fee $ *' 3b DBPR $ T SO Bond $ 1300 ` Q Notary $ Training/Education Fee $ - 03 Technology Fee $ _'I - a Double Fee $ Structural Review $_ TOTAL FEE NOW DUE $ 3.45 • Q EJ 1 1G -00 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Z 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 ELECTRICAL 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 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 lain brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencemen ust be posted at the job site for the first inspection which occurs seven (7) days after the building pennit is i n the absence of such posted notice, the tj inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 W, by who is personally known to me or who As identification and who did take an oath. NOTARY PUBLIC: �otaar P°�4 HENISSE CARRERA Si MY COMMISSION A 1` 120123 EXPIRES: May 6, 2018 Priri k� My Commission Expires: The foregoing instrument was acknowled ed before n e this day of t2(� by who is pet2fOr who has produced identification and who did take an oath. NOTARY PUBLIC: ?UBlC F{ENISSE CARRERA a :' � • MY COMMISSION R fF 120123 *Pri- PIRES: May 6, 2p18ices s .e` 9cndedThruBu ommission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami V shores 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: 3 t 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: &2,3 Roofing Permit Number: Dear Building Official: I ILA YLQ;M certify that I am not required to retrofit the roof to wall connections of my building because: ,46he 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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is th owner for the above property mentioned. Sworn to and subscribed before me this day of aotPav P�ecc HENISSE CARRERA 64Y C0LidiS10N # FF 120123 * EXPIRES: May 6, 2018 Notary Public, Sate of Florida at Larg Pnndpd a t Notary serviees When the just valuation of the structure for purpoke 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 Property Search Application - Miami -Dade County OF THE' , ROPFRTY Detailed Report Property Information Folio: Property Address: 11-3206-017-2141 623 GRAND CONC Miami Shores, FL 33138-2473 Owner KENNETH ZELNIK &W RUTH Mailing Address 623 GRAND CONCOURSE MIAMI SHORES, FL 33138-2473 Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors ' 1 Living Units 1 Actual Area 2 06 Sq.Ft Living Area 1,918 Sq.Ft Adjusted Area 12,212 Sq.Ft Lot Size 110,744.5 Sq.Ft Year Built 11955 Assessment Information Year 2015 2014 2013 Land Value $236,706 $214,959 .................. _.... $199,067 Building Value $153,955 $149,974 $149,974 XF Value $1,440 $1,440 $1,440 Market Value $392,101 $366,373 $350,481 Assessed Value $281,847 $279,611 $275,479 Benefits Information Benefit Type 20151 2014 2013 Save Our Homes Cap Assessment $110,2541 $86,762 $75,002 Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Page 1 of 5 APPRAISFR Generated On . 4/12/2016 Taxable Value Information 20151 2014. 2013 County Exemption Value $50,000i $50,000 $50,000 Taxable Value $231,8471 $229,6111 $225,479 School Board Exemption Value $25,000 $25.000 525.000 Taxable Value $256,847 S254.61 1 S250 479 City Exemption Value 1 $50 000 $50,000 S50,000 Taxable Value S231.847 $229,611 S225. 779 Regional Exemption Value 550.000 S50.000.$50,000 Taxable Value $231,847 $229,611 $225,479 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version http://www.miamidade.gov/propertysearch/ 4/ 12/2016 Property Search Application - Miami -Dade County Page 2 of 5 'F OFFICE zl OF Generated On : 4/12/2016 Property Information Folio: 11-3206-017-2141 Property Address: 623 GRAND CONC Roll Year 2015 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-22.5, R-23 1300 Front Ft. 82.65 $236,706 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1955 2,506 1,918 2,2121 $153,955 Extra Features Description Year Built Units Calc Value Patio - Brick, Tile, Flagstone 1955 300 $1,440 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/ 12/2016 Property Search Application - Miami -Dade County Page 3 of 5 OFFICE OF THE PROPERTY APPRAISER .. Generated On : 4/12/2016 Property Information Folio:11-3206-017-2141 Property Address: 623 GRAND CONC Roll Year 2014 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-22.5, R-23 1300 Front Ft. 82.651 $214,959 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1955 2,506 1,918 2,212! $149,974 Extra Features Description Year Built Units Calc Value Patio - Brick, Tile, Flagstone 1955 300$1,440 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/12/2016 Property Search Application - Miami -Dade County Page 4 of 5 OFFICE OF THE PROPERTY APPRAISER Generated On : 4/12/2016 Property Information Folio: 11-3206-017-2141 Property Address: 623 GRAND CONC Miami Shores, FL 33138-2473 Roll Year 2013 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-22.5, R-23 1300 Front Ft. 82.65$199,067 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 J. 1955 2,506 1,918 2,2121 $149,974 Extra Features Description Year Built Units Calc Value Patio - Brick, Tile, Flagstone 1955 3001 $1,440 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/12/2016 Property_Search Application - Miami -Dade County Page 5 of 5 OFFICE OF THE PROPERTY APPRAISER M� Generated On : 4/12/2016 Property Information Folio: 11-3206-017-2141 Property Address: 623 GRAND CONC (Full Legal Description AMD PL MIAMI SHORES SEC 4 LOT 15 & E30FT LOT 14 PB 15-14 BLK 103 LOT SIZE 82.650 X 130 OR 19556-0754 03 2001 1 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/01/2001 $215,000 19556-0754 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/12/2016 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: COPY OF QUALIFIER'S STATE LICENCES COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE* 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. em��■e��a��ara��a��a��s�r��aeraaa�aoe��s�u��s�s�e��o��se��e�s�s��i BUSINESS NAME: AMERICAS PREFERRED ROOFERS BUSINESS ADDRESS: 20917 SW 92 CT BUSINESS PHONE: ( 305) 345-4247 CELL PHONE ( 305 ) 345-4247 CITY CUTLER BAY STATE FL ZIP 33189 FAX NUMBER (305 ) 769-0866 QUALIFIER'S NAME: ANA REGINA VAZQUEZ QUALIFIER'S LIC NUMBER: CCC1328987 Detail by Entity Name Florida Profit Corporation AMERICAS PREFERRED ROOFERS, INC Filina Information Document Number P09000007952 FEI/EIN Number 80-0342249 Date Filed 01/26/2009 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/15/2012 Event Effective Date NONE Principal Address 20917 SW 92 CT. MIAMI, FL 33189 Changed: 02/14/2011 Mailing Address 20917 SW 92 CT. MIAMI. FL 33189 Changed: 02/14/2011 Registered Agent Name & Address VAZQUEZ, ANNA R 20917 SW 92 CT. MIAMI, FL 33189 Address Changed: 02/14/2011 Officer/Director Detail Name & Address Title P VAZQUEZ, ANNA R 20917 SW 92 CT. MIAMI, FL 33189 Title VP VAZQUEZ, ROGELIO 20917 SW 92 CT. MIAMI, FL 33189 Annual Reports Report Year Filed Date 2014 02/23/2014 2015 01/15/2015 2016 02/27/2016 Document Images 02/27/2016 --ANNUAL REPORT View image in PDF for 01/15/2015 -- ANNUAL REPORT View image in PDF for 02/23/2014 -- ANNUAL REPORT View image in PDF for 01/24/2013 -- ANNUAL REPORT View image in PDF format 03/15/2012 -- ANNUAL REPORT View image in PDF for 03/15/2012 -- Amendment View image in PDF for 04/20/2011 --ANNUAL REPORT View image in PDF format 02/14/2011 --Amendment View image in PDF format 01/27/2010 -- ANNUAL REPORTI View image in PDF format 01/26/2009 -- Domestic Profit View image in PDF format Copyright © and Privacy Policies State of Florida, Department of State STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION t . ' CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 VAZQUEZ, ANA REGINA AMERICAS PREFERRED ROOFERS INC 20917 SW 92ND COURT CUTLER BAY FL 33189 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 from architects to yacht brokers, from boxers to barbeque.restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you.better. For information about our services, please log onto www.myfloFidalicense.corn. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. 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, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 0�a � STATE OF FLORIDA :� ' �. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1328987 > IS8UED: 06/1512014 CERTIFIED. ROOFING. CONTRACTOR VAZQUEZ, ANA REGINA AMERICAS PREFERRED ROOFERS INC. IS CERTIFIED under the provisions of Ch.489 FS. Expiration date - AUG 31, 2418 L140615OM223 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICFNSIwr. Rnamn CCC1328987 Fhe ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 VAZQUEZ, ANA REGINA AMERICAS PREFERRED'ROOFERS.INC 20917 SW 92ND COURT . CUTLER BAY FL•33189 -¢ ISSUED: 06/15/2014 DISPLAY AS REQUIRED BY LAW ❑ '�: , ❑ r'-41;rl SEQ # L1406150001223 00:NO3 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6805759 SUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AMERICAS PREFERRED ROOFERS INC RENEWAL SEPTEMBER 30, 2016 20917 SW 92 CT 7079361 Must be displayed at place of business CUTLER BAY FL 33189 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVEID AMERICAS PREFERRED ROOFERS INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR :Norker(s) 3 CCC1328987 $45.00 O8/11 J2015 CHECK21-15-114609 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec ga-216. For more information, visit www.miamidade.gov/taxcollector AI^J 1 GATE / GERTIF, ATE OF LIABILITY INSUi ..;NCE 3/3111/YYYY) 0/31/16 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Sunset Insurance Corp NAME: PHONE FAX AA CMAIL ; (305)441-9278 A/C No (305)441-9282 106 Madeira Ave AD eSS: sunsetinsurancefl@gmail.com Coral Gables, FL 33134 Phone (305)661-2377 Fax (305)441-9282 INSURERS AFFORDING COVERAGE NAIC a INSURER A: ARCH SPECIALTY INSURANCE CO INSURED INSURER B AMERICAS PREFERRED ROOFERS INSURERC: 20917 SW 92TH CT INSURER D: INSURER E: CUTLER BAY, FL 33189 (305) 345-4247 INSURER F: COVFRAr�Fs /-COT,onnTc ------- Mcvwrvry IVURFIOCK. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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 POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE INSURANCE ADD SUBr� I POLICY NUMBER MM/DIDIYYYY MNUDDNYYYY LIMITS A GENERAL LIABILITY TY Q COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ❑ OCCUR ❑ AGL005W8-02 10/07/2015 10/07/2016 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREMISES a occurrence S 100,000.00 MED EXP(Any one person S 10,000.00 PERSONAL & ADV INJURY S 1,000,000.00 ❑ GENERAL AGGREGATE s 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ElPOLICY JPECT ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL AUTQOWNED ❑ AUTOSSCHFOULED ❑ HIRED AUTOS ❑ NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ eP�20.ER1Y DAMAGE r accirdJent $ $ ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE N / A EACH OCCURRENCE $ AGGREGATE $ ❑ DIED ❑ RETENTION $ WORKERS COMPENSATION Y / N AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH)01 If yyes describe under DESCRIPTION OF OPERATIONS below WC YTATU- OTH. LIM 13 S E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS r VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) AMERICAS PREFERRED ROOFERS ROGELIO VAZQUEZ CCC328987 ROOFING CONTRACTOR CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2 Ave Miami Shores FI 33138 APnon ne M114AMet ^r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POL.ICV PROVISIONS_ AUTHORIZED PLACIDO GARCIA ©1988-2010 All rights reserved. t ne m,,vKu name anct logo are reglstere0 IttarKs OT AGORD .4co O' CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 03/24/2016 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy lies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE A/C, No, Ext : 1-800-277-1620 x4800 FAX A/C, No): 727 797-0704 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED FrankCrum L/C/F Americas Preferred Roofers, Inc. 100 South Missouri Avenue Clearwater, FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 358466 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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 POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTR TYPE OF INSURANCE ADDL INSRD SUBI WVD(POLICY POLICY NUMBER POLICY EFF POLICY EXP (MMIDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ GEN'L POLICY a PROJECT OLOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Perperson) $ ANY AUTO OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ 3 UMBRELLA LIAB HCLAIMS-MADE OCCUR EACH OCURRENCE S AGGREGATE $ EXCESS LIAB DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N WC201600000 01/01/2016 01/01/2017 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) If yes, describe under E.L. DISEASE -EA EMPLOYEE $1.000.000 DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1.000.000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Effective 02/16/2015, coverage is for 100% of the employees of FrankCrum leased to Americas Preferred Roofers, Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Village of Miami Shores 10050 NE 2nd Avenue"�� Miami Shores, FL 33138 © 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 0 4 Page 1 of 1 • • •••• •••••• Florida Building Code 5th Edition (2014) • • • High -Velocity Hurricane Zone Uniform Permit Application Forms • • • • • : • • •: • • .... . ..... ...... .. . ..... Section A (General Information) ' Master Permit No. Process No. :":': ' ' • • • • • •••••• AMERICAS PREFERRED ROOFERS �••••• Contractor's Name • • . • • • • Job Address 623 GRAND CONCOURSE MIAMI SHORES*"* ' ❑ Low Slope ❑ Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 IN Mortar/Adhesive Set Tiles ❑ Wood Shingles/Shakes ROOF TYPE NO GAS VENTS ❑ Maintenance IX Reroofing ❑ Recovering ROOF SYSTEM INFORMATION �t Steep Sloped Roof AREA (SSF) 2900rotal (SF) 2900 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. APR 12 2016 &� y: http: //floridabuilding2. iccsafe. org/app/book/content/2014_F loridaBuilding%20Code/Imag... 7/28/2015 Page 1 of 1 . . .... ...... Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form "' �" • • • • .... . ..... Section D (Steep Sloped Roof System) ..;..' ...... .. BORAL ROOFING LLC Roof System Manufacturer: ...... 2-0308.20 ' Notice of Acceptance Number: Minimum Design Wind Pressures, If A plicable (From RAS 127 or Calculations): • • • • • • • • • P1: -39.� P1: -68.1 P1: -100.7 Deck Type: PLYWOOD 5 8 Type Undedayment: I ASTM 30 Roof Slope: 3.5 : 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spacing: 1-1 4 R.S L-6; F-12 N/A Adhesive Type: AH 160 Type Cap Sheet: IBORALSEAL Mean Roof Height: 12 Roof Covering: VILLA 900 TILE Type & Size Drip 3X3 EAVES D IP Edge: 26 GA. GALV. http: //floridabui lding2. i ccsafe. org/app/book/content/2014_Florida/Building%2OCodellmag... 7/28/2015 Page 1 of 1 ••.• Florida Building Code 5th Edition (2014) • • • ...... .... • • . • . • 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 fume ".41f the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is a4ptable; • Method 1 "Moment Based Tile Calculations Per RAS 127" • • (P1:39.1 x X .289 = 11.29) - Mg: 7.70 = Mn 3 59 Product Approval m, 45.5 ' • ' •"; • • (P2 68.1 x), .289 = 12.66 - Mg: 7.70 = M2 11.98 Product Approval M, 45.5 (P3:100.7x� .289 _ 29�10 _ Mg: 7.70 = M3 21.40 product Approval M, 45.5 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, M, required Moment Resistance' Mean Root Height 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 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared 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" (P1: x L _ x w: _ ) - W: x cos 0 = F„ Product Approval F (P2: x L _ x w: _ _) - W: x cos © = F2 Product Approval F (P3:_ x L _ _ _ x w: _ _) - W: _ x cos O _ = Fr, _ 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 pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope O Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F. Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. .00 0 • http://floridabuilding2.iccsafe. org/app/booklcontent/20 l 4_Florida/Building%20Code/Imag... 7/28/2015 ohvners Notifibation Form 07 . . .•.. ....•• SECTION 1524 • • • • • • • HIGH VELOCITY HURRICANE ZONES-- REQUIRED OWNERS NOTIFICATION FOR R. •. • • • •G CONSIDERATIONS DERATIONS . 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contmo o; to pjgyj j� the owwner• with the required roofing permit, and to explain to the owner the content of this sectioA" `The prd-%dsions of ;;;;; • Chapter 15 of the Florida Building Code, .wilding govern the minimum requirement; WOO stani;fds bf the:::: industry for roofing system installations. Additionally, the following items should bq aiftssed as part of the •. agreement between the owner and the contractor. The owner's initial in the designated space that !tie • • item has been explained. 0 0 0 • • • • • • 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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. 2. ReBnailing Food decks: When replacing roofing, the existing wood roof deck may have to be Ile ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring unit (i.e. 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. R4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be iee]dfrorn 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 maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may caw e 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 over aded 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 Bid1ding Code, Pluanbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Si Contractor's Si Property Address: 11 L 2-3 C Pcc-.-c'j c. n e Date: _ Permit Number: .... . . .... ...... • MIAMI•DADE ' ' IMIAMI-MADE COU-**5F7t'• • POMItCT CO7%iTRLSIr SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) "11*805 SW '16 Street, Room !9 * •. BOARD AND CODE ADMINISTRATION DIVISION • • ; •' Miami.:lb 043175-2,'+V' * 7?786f315-2596 F (996) 315-2399":' NOTICE OF ACCEPTANCE (NOA) :'!S�'rniamidade.eov/eeonomv '. . . . . ...... Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 : Irvine, CA 92618 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: BORAL TileSeal 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 revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-1.113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Cate2ory: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: . . .... ...... ...... .... ...... .... . ..... ...... .. . ..... .. .. . .. ...... ......00 .-0-00 , ,,,,,, Test Product •• • Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Agencv Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI-008-02-01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI-053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 / ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" head lap and a 6" end lap iechanically fastened to deck with approved 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 BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. if BORAL TileSeal underlayment is 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. 10. 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. 11. 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. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. . . .... ...... 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemblyeujent ProN:t•Control Notice of Acceptance and applicable Building Code. ' ...... .... ...... 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This tatgeepiece shall•be press:4• in place and formed around the protrusion to ensure a tight fit. A second layer of B0$A1!TjleSeat ulailhlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. • ...... .. . ..... 15. All products listed herein shall have a quality assurance audit in accordance with the Fdbzicha Builtiirtg erode aid.... Rule 61 G20-3 of the Florida Administrative Code. • • • • • • • • 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturef's nat$e orlego, city •"• and state of manufacturing facility, and the following statement: "Miami -Dade County Produot Control A•pprovedu ... or the Miami -Dade County Product Control Seal as shown below • • • • ; END OF THIS ACCEPTANCE NOA No.: 13-1113.05 Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4 MIAMUINDF s MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 Miarni-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 innnediately 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: Villa 900 Concrete Roof Tile 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. 0000 • . . .... °°°°°° TERMINATION of this NOA will occur after the expiration date or if there has been a redisidn Dr changethe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enderpw4 ont of art; product, • • • • • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure -te4msply with arty secti(M . o ; of this NOA shall be cause for tennination and removal of NOA. 00000 ' ...... 0.0 ADVERTISEMENT: The NOA number preceded by the words Mialni-Dade County, FIoQ;,•and foTlo; Etl by tJV0.,, expiration date may be displayed in advertising literature. If any portion of the NOA is dispLVpj� then it shall be done .' in its entirety. : 0 ° ° ° ° :. • • .00 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer ar it% distril!lLn g and ° shall be available for inspection at the job site at the request of the Building Official. '' This revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Categorv: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, 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 Monier Lifetile LLC Villa I = t7" TAS 112 Low profile, interlocking, high pressure extruded 900 w = 13" concrete roof tile equipped with one nail hole and '/2" thick double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. Trim Pieces 1 = varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report • • •®ate ..... . Nutting Engineers 13343.1 . . TAS 112 • • .... Apr.•2006 • , Redland Technologies 7161-03 Static Uplift Testing : : * : * * ...... Deic. 1991, , Appendix III TAS 102 & TAS 102(Al ... Redland Technologies 7161-03 Wind Tunnel Testing "" ' Dec. 1991 Appendix II TAS 108 (Nail -On) .":' * : . .. • . .. ...... Redland Technologies P0402 Withdrawal Resistance Testing:oi mo ew Sept. 1993 • vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing'..•*; larch, 1991 Engineering, Inc. TAS 101 (Adhesive Set) '..' The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quit -Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers .UV 2006 • Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set S;steO. 4 0 01 1999 • • • • : • Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Ciw its. . April 2006...... ...... . .... . . .... ..... . . ..... ...... .. .. . ..... . .. ..... . .. ...... . . . . . . % ...... .... NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 3 of 7 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 shall be performed in accordance with TAS 106. 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 deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile 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 (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers - (ft) Tile Profile X (ft) Batten Application a, (ft') Direct Deck AlAplaication Villa 900 Concrete Tile 0.289 •M9 • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf}..•.. ;•• Tile 3":12" 4":12" 5":12" 6":12y • 7":Ii?bt)T;•greatAr. Profile ...... .. . ... Villa 900 Battens Direct Battens Direct Battens Direct Battens Dig 0 Battens Direct•• Concrete Tile Deck Deck Deck • • Deck 6.79 Jr-7-7-01 6.73 7.62 6.63 7.51 6.50 7.37 6.36.. . 7.2 f" NOA No.: 12-0308.20 MIAMI•DADECOUNTY Expiration Date: 09/21/16 • Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 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) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) •„••• for Single Patty Adhesive Set Systems • •• • °.•• Tile Tile Application RQifiiAium AIIAdhment Profile "• •'Resistanc Table 8: Attachment Resistance Expressed as a Moment - Mf;ft-LIM :• for Mortar Set Systems •• •••• • •. • Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Set 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance NOA No.: 12-0308.20 QMMLALM•DADE COUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 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 required by Building Official or Applicable building code in order to properly evaluate the installation of this system. . . .... ...... ...... .... ...... ...... .... . ..... •1..•• •• • •f..• • •..•i. • . NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 6 of 7 A 1_.0 L--I-- PROFILE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE 311 . . .... ...... ...... .... ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 t9l�►t�l• - e MIAMI-DADE COUNTY 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.miamidadc.eov/economv 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: 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 beenja•�ev�§ion oLAVnge in the:; materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endprsejuent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to W"pV with, n�-se ction•of • this NOA shall be cause for termination and removal of NOA. 00090 • .... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 116ritld, and Iblloved by {h'e expiration date may be displayed in advertising literature. If any portion of the NOA is disjTa}?ed then it sh• all be done in its entirety. • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its %stMb4tors 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 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 3MTM 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 Specifications 3MTm 2-Component N/A TAS 101 Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Propertv Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content •••• • •a•• •••••• • Test • • • • • • Res • ASTM D 1622 1.6 lbs./ft.3 00000 . ASTM D 1621 18 PSI Parallel to rise ":ee: :'• '. ""' 12 PSI Perpendicular to rise • • • •. • • • ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ftz ;"•" • ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #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 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 93,42.1/12 TAS 123 ••••• 0 528454-2-1 TAS 101 • • • • • • •PU/23/98 • • • • • 9 528454-9-1 •••••• •••• " • 528454-10-1 " " 520109-1 TAS 101 •' • • j;/2V98 ..... • 520109-2 ••••�• 520109-3 •• •• f • • 520109-6 a o 000000 520109-7 •• :••••• ;..••: 520191-1 TAS 101 •••� : Q3/O:iq9 • 520109-2-1 •• • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M-' 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 3MT" 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 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 maybe 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-1 60 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 3MT" 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-I60 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 RTF1000 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. .... ...... .... . ..... . . •.•••• • ...... • 00 .... so NOA No.: 14-0805.01 QMLAWAMMDEUNTY 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. MIAMEME COUNTY •..• BUILDING PERMIT REQUIREMENTS: •"'•• As required by the Building Official or applicable building code in order to properly evaluate.tjW.i44tallati:af this system. ...... • • • • • • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL ## 1 Mai1h.ougltplastic emisat Yaftyy1B4k5re ilyi a) 41-nderfliryime� _•. AJ If ` z ` 4 r Oa�dls aglicnal ..eel ° Eareetau�•. _ 2 Eft cif �r/,y lf`Fascia Nail through phsstic cemerxi j Iwhen reriiredj 5r 31t'LwlriSo flattens cp4ional Nddy lBenanLh Tatp11 time cle supe Fascia (iseh�cugh RInYAIL th HQ�CItPcqu[Ledy 7Lff _yrRYdd'ryl6un—lhTiicl APmdarlayn-.InLo 1 1 Ir �. ~ �+. B3LCfii53 + Eaine Caucsa�� Fasdi k S4'eepfiaP+ 14in.2.inDrip td.40 Earvr dvsore 6- r- Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 min) x 10" (254 mm) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cin) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. •••• • • • • •••• • ••••• • • • • •• • •• • •• • • • • • • • • • • • • • • • • • • High Profile / Single Pan Tire • • • •" 000 • • • • • •••• • ••••• 1. Starting at the eave cour" amply a minimum 2" • • : • • • (50.8 mm) x 10" (254 m"% 4 * (25.4 nu*), Foam • • • • ; • paddy onto the underlaymealii positioned as shown • a under the pan portion of the til�closeV.W.0 •' • • • • overlock of the tile being set, • • : • • • • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Mbirliti�gkpt�t9iecamene Dtid'dylBene�IFaTilr<j Cwhm required) UVA&I yrii.R9 ;y j+r+rr w eaeuns gpr2aaal o r1 EavaCaufst / Nail *or•u-uh piastic cerneni twhen required! PsMyg6araaglaTlleg UndarlAympne 2 ark. t.tians aprtivn{9l� ti- `�5 -' Fan Ctn— E•aa C=n.�r'l ham— Firw r' t CMIAMI-DMADECOUNTY Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 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 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12(77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (1.0.9. j cm2) — 23 (148.4 cm2) square inch adheysive cohWjOith thub..... underside of the tile. • �. ` .... • At the second course, appl)o#4"mum 2" f50.8mmj....: x 7" (177.8 mm) x I" (25.4 n"� Loam r nto the underlayment positioned as S11d%n under the pan • • ..... portion of the tile closest to't1VO*U*erloc1;of thq-tile ...... being set. . . ...... Continue in same manner. lnsure approZ alely 12" • • (77.4 cm2) - 14 (90.3 cmZ) s'c}uareinch adiq"w • contact with the underside of the tile. • • • (Instructions continued on nextpage) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Mallerequi pCaiy£cf eL7[-ti wh@„ddj�sxnar,hTile) 4am rc�IrcdJ T Eave une — w ll �� -Fascia y fF 1 Wwwphou 10 tit en. '�`� Eaxe dk+surc High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm 2) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8rmn) 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 overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cnr) - 19 (122.6 cm'') square inch adhesive contact with the underside of the tile. .... ...... • . r • • •••••• ••••• •••r•• •• • ••••• • •• •••••• •• •• • • • • • • • • • • • 0000** NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 nail di rough plastic cement Paddy (between tilesl 4when, requiredi� Battens optional �-- - Paddy lundertile) Single paddy V on tap of We 4x4in. - dd undertil `•._ 5 glepaddy - on undedayrne9►t `r 2x4in.. Fascia Z in. EaveCiosure Flat/Low Profile Tile Nail through plastic cement Single paddy under the {when required] Paddy 4betweentilesl � r Battens f r Paddytundertilel optional�( 4 Y-smgle� di'� ` -- ontopottrle- ` �dx4in. 2x4in.`- single paddy on undedayment .� .` loin. 2-in. ►. Eave Closure Eave Course--, -� Fascia Mediutn Profile Tile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 nnn) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) . . .... ...... •• • sees • • • sees•• sees ••e••e • sees•• • • • sees•• sees • • • • • e e•e•e• sees • sees• **sees ee • •.••• e . • • • 00 e • • • • sees.• see••• e e • sees•. • o • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ce Single paddy under file iwhen required) Paddy ibetxreen tiles] Battens optional r � \\\ Paddy [undertilei r Single add, on undeday�n� / 4 x 4 in. Single 2Y4inT on r` Padsy top of ale — ` b ` Eave Course Fasda Weephole loin\t 2in. " Eavedosure Drip edge High ProtileTile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib 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 9 (58.1 cmz) - 11 (71cmz) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cmz) - 9 (58.1 cmz) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 r Approval Date: 09/04/14 Page 10 of I � F A ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 6S to 70 sq. in. Steep pitch applications in contact with the pan tile. A (when required) 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment - o o �A Sheathing Eave closure (motar shown) Weephole Fascia Board Remove top portion of the eave course cover tile.Ahut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY 1-11111liArJ111 Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ) — 70 (451.6 cm') square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 min) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm') - 25 (161.3 cm') squa> &k-och contact area on each tde of the cover title to the • • • � • pan tile. Continue in sMe rflanner. Tj4ih away • • ... ...... any cured exposed foa.m zdResive.. Painting of longf t itudinal edges oie cover tiles are :....: .... considered optional. • • • • • • • • • • • ...... .. . ..... 5. When additional nailiaig "Oequire:1, 2:40.8 mm) x 4" (101.6 mm3tiailtl's or the tit wire .• system using galvaniLed, stainless: %tjj , or see*:* copper wire and com;atWe nails fray be used; • • • •; END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11