The URL can be used to link to this page

RF-18-3775r r5 ILo��I Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Expiration: 07/29/2019 Location Address Parcel Number 10618 NE 11TH CT, Miami Shores, FL 33138 1122320280420 .ontacts ARTURO RODRIGUEZ Owner GABLES ROOFING CORP Contractor 10618 NE 11 CT, MIAMI SHORES, FL 33138 MARISOL DIAZ Other:3058770897 Business: 3054591177 Inspection Requests: Description: TILE & FLAT RE ROOF Valuation: $ 18,000.00; d E1 Total Sq Feet: 36.55 E I Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $3.60 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $285.90 Payments Date Paid Amt Paid Total Fees $285.90 Cash 12/28/2018 $50.00 Credit Card 01/29/2019 $235.90 Amount Due: $0.00 Building Department Copy 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 co truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. C� Authorized Signature: Owner / Applicant / Contractor / Agent Date January 29, 2019 Page 2 of 2 Fix-,r—lc _j 011\ `P. Miami Shores Village EC2g o Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2017 L� BUILDING Master Permit No. V ` \? ] 5 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [—]CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I O 0 N� I C� OU rr City: Miami Shores p �Coounty: Miami Dade Zip: Folio/Parcel#: 11 — Z232 —u20 — c4LV Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A rt-uro "rhoju o Phone#: Address: 10(01 0 N -e ) I C0ilr—T City: m i G M ( .S hor-e&, State: T1_ Zip: 331 0 Tenant/Lessee Name: lJ f Pr Phone#: Email CONTRACTOR: Company Name: C g bl"es E0 C(--)l" Address: I ZOp /t—ICA_Sr� i Q AvC- S * City: Corri l C,ad� ►-CS State: � t> Zip: 33� 21 ,1�/ Qualifier Name: 1 r-�f 12� SDI di Q 4--]._ Phone#:3OS —�-1 — 11 q State Certification or Registration M C t/� C I-y "5-43 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State:/ Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: ,� b • l� �• Type of Work: ❑ Addition Alteration ❑ New ElRepair/Replace El Demolition Description of Work:Cril:�e__e--ruor Specify color of color th u the:QrO Submittal Fee $ i Permit Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Radon Fee $ Smf Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ Qz, i 0t1 TOTAL FEE NOW DUE $ ,L3� • c1O (Revised02/24/2014) '13 S g�l 0 , 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 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 approved and a reinspection fee will be charged. Signature v OWNER or AGENT The for omg instrument was acknowledged before me this qJ day of Moy'em�-Qi 20 1' by f'1V' Ur-() "ki6 .ff,+who is so y cno me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:. Print: f 't Priscilla M. Rivera Seal: My Commission GG 122837 416Y Expires 07/10/2021 OF Signature CONTR C OR The foregoing instrument was acno,,wledged beforemethis V day of w—yernt-,n-20 1 O by M G i?l SQ ( 191 CI + who ' ersonally know o as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print Seal: as APPROVED BY 1 /A( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 W 7�' OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-028-0420 Property Address: 10618 NE 11 CT Miami Shores, FL 33138-2123 Owner ARTURO RODRIGUEZ Mailing Address 10618 NE 11 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area .................... _...... ._.. - ._ _._ Sq.Ft -. _--------..... .............................. ............................... Living Area Sq.Ft Adjusted Area 2,288 Sq.Ft Lot Size _.m..... .. ....-___..-_.._. � 9,750 Sq.Ft Year Built 1955 Assessment Information Year 2018 20171 2016 Land Value C139,654 $239,085; $177,606 Building Value $139,9241 $140,194 XF Value $2, $2,8541 $2,886 $381,863: $320,686 _ . .__... $248,720 $243,605 Market Value .... ..._____ _.................................._ __._-.. Assessed Value $381.563 ........._ $253,943 Benefits Information Benefit IType 2018, 2017 2016 Save Our Homes Assessment $127,620 $133,143 $77,081 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description 32 52 42 MIAMI SHORES ESTATES PB 47-58 LOT 14 BLK 3 LOT SIZE 75.000 X 130 OR 20692-4906 09 2.002 4 Generated On : 12/28/2018 Taxable Value Information 20181 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $203,943 $198,720 $193,605 School Board Exemption Value 1 $25,000 ............ ....-........ $25,000 ._............--_.. ___ $25,000 .............. _.__...-... _................._...._....__............................... _._............................................... Taxable Value 1 $228,943 $223,720 $218,605 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $203,943 $198,720 __ ....._. $193,605 ............................. _.................._....-...._-.------.._._.-_._ _ Regional _.._...-._.-..-.._..._.._.__ Exemption Value ....-.. ........................... ____� $50,000 $50,000 .. $50,000 Taxable Value $203,943 198,720 $193,605 Sales Information Previous OR Book - Price; Qualification Description Sale Page 29237- Non -market financing or assumption of 07/18/2014 $340,000 1505 ,lease 29237- Trustees in bankruptcy, executors or 07/18/2014 $100 1504 guardians _.. ................ ............. ....................... .................... 20692- .............._.................. Sales which are disqualified as a result 09/01/2002 $0 4906 of examination of the deed 19935 10/01/2001 $229,000 Sales which are qualified 3150 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: https://www.miamidade.gov/propertysearch/ 12/28/2018 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION 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* 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: G I- S Pc)c>4�::1 C. C7 BUSINESS ADDRESS: Wo I1C,lml q Q\je CITY Q b I -eS STATE- ' ZIP33 BUSINESS PHONE: (e�'T J""� - I I NNAX NUMBER (3�'q 5c' I I �� CELL PHONE ( ) QUALIFIER'S NAME: !-AcI650 0 ID )G T- QUALIFIER'S LIC NUMBER: - r CC 1 �� W all RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS -AN, PROFESSIONAL REGULATION CONSTRUCTIOWINDUtff- Y-KL=ICEMSING BOARD FZF THE ROOFING"C,ONTRACT.OR HEREhN,IS CERTIFIEMUNDER THE PROVISIONSROF.CHAP�:TER 489; FLORIDA'STATUTES s: DIt1; MA_RISO L_ 3; f �GABLES ROvOING,: CO,R�PJ 1�200 NAS, 'SIP AVE # 207 u-- ALrGAB,LE5:� F�;:33134 `d EXPIRATION DATEAUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com 31 Do not alter this document in any form. it This is your license. It is unlawful for anyone other than the licensee to use this document. n I ,I Florida .1 • l Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 7222587 LBT BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES GABLES ROOFING CORP RENEWAL SEPTEMBER 30, 2019 1200 ANASTASIA AVE 207 7507059 Must be displayed at place of business CORAL GABLES FL 33134 Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS GABLES ROOFING CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O MARISOL ARBOLEDA—DIAZ PRES CCC1325736 BY TAX COLLECTOR $45.00 07/10/2018 Worker(s) 2 CHECK21-18-061944 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 holders 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 88-276, For more information, visit www.miamidade.govAoxcollector CITY OF CORAL GABLES. FLORIDA CUST. NO.230727 LOCAL BUSINESS TAX RECEIPT RECEIPT NO. .+ r BT-0025014579 THIS IS NOT A BILL -DO NOT PAY 2018-2019 BUSINESS NAME: GABLES ROOFING CORP LOCATION: 1200 ANASTASIAAVE DBA NAME: GABLES ROOFING CORP 207 CLASSIFICATION: NO. OF UNITS UNIT DESCRIPTION AMOUNT PAID: $ 206.00 1 PROFESSIONAL SVC-PA, LLC, ETC 2 3 4 5 6 BUSINESS TAX RECPT RENEWAL VALID ONLY AT LOCATION ABOVE. ** This receipt does not constitute authority to begin operating at this location without a RECEIPT EXPIRES 09/30/2019 Certificate of Use and Inspection Approval ** .. P 0 JEFF ATWATER CHIEF FINANICAL 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: 3/6/2017 PERSON: ARBOLEDA-DIAZ FEIN: 475561824 BUSINESS NAME AND ADDRESS: GABLES ROOFING, CORP 1200 ANASTASIA AVENUE SUITE 207, CORAL GABLES FL 33134 SCOPE OF BUSINESS OR TRADE: Licensed Roofing Contractor EXPIRATION DATE: 3/6/2019 MARISOL IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if. at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 1 ® A� o CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/21/2018 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(les) 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 Emmanuel Insurance & Associates, Inc. CONAME:NTACT Sarai Medina PHONE , (305) 693-0003 ac No): (305) 691-4381 AIMp IL . Sarah@emmanuelinsurance.com 2370 E 8TH AVE INSURERS AFFORDING COVERAGE NAIC # INSURER A: Preferred Contractors Insurance Company 12497 HIALEAH FL 33013-4236 INSURED INSURER B : INSURER C : Gables Roofing Corp. INSURER D : 1200 Anastasia Ave Ste 207 INSURER E : INSURER F : Coral Gables FL 33134-6356 COVERAGES CERTIFICATE NUMBER: 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. INSR LTR OF INSURANCE ADDLTYPE J= SUER POLICY NUMBER POLICY MM/DD1POLICY EXP LIMITS A x COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR PC255919 02/28/2018 02/28/2019 EACH OCCURRENCE $ 1,000,000.00 PREMISES Ea occurrence)$ 50,000.00 MED EXP (Any oneperson) $ 5,000.00 GEN'L X PERSONAL & ADV INJURY GENERAL AGGREGATE $ 1,000,000.00 AGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO ❑ JECT LOC OTHER: $ 2,000,000.00 PRODUCTS-COMP/OPAGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ E UMBRELLA LIAB EXCESS LIAR CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DIED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA PER OTH- STAT ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Roofing Contractor. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, A 33138 AUTHORIZED REPRESENTATIVE 305-795-2204 Fax# 305-756-8972 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD GABLES ROOFING CORP. 1200 Anastasia Avenue Suite 207 Coral Gables, FI 33134 Office: 305-459-1177 Fax: 305-459-1177 Licensed & Insured CCC1325736 December 11, 2018 State of Florida County of Miami -Dade Before me this day personally appeared Marisol Diaz who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 10618 NE 11 Court. Marisol D z President Qualifier I Sworn to (or affirmedt and subscribed before me this day of20 g By: Personjllk�� Or Produced Identification Type of identification produced Print, ty a or Stamq No ry ry r::gilc '�ta'.f F Vi Y' Vend .r ?+g 1. tI IYtlE (;G 107 Notary public State of Florida Priscilla M. Rivera My Commission GG 122837 p w� E.Ptres 0711012021 ..• Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption 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: 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 or members of a limited liability company (LLC) in the construction industry may elect to be 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; 2. The officer is listed as an officer of the corporation in the records of the Florida 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 BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade ST The foregoing was acknowledge before me this R I —day ofuv By ' " uro F odticvc-t- who i rsonally known me or has produced �1 ^ u identification. Notary: Notary Public State of Florid: SEAL: +, Priscilla M. Rivera +� My Commission GG 122837 9jawi Expires07 /1012021 �,F\831�5 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 contractorto provide the owner with .•.. e. the required roofing permit, and to explain to the owner the content of the section. The previsions of J�ejtioq R4402 • • govern the minimum requirements and standards of the industry for roofing system insl8fti0Hs. Addltior"ly, the • • • • • following items should be addressed as part of the agreement between the owner ant thZ doiitractor. Thd owner's :....: initial in the designated space indicates that the item has been explained. "" • .... . .. ..... . ...... .. . ..... .. .. .. . ...... 2• Renailing wood decks: When replacing roofing, the existing wood roof deck mac have to .' be renailed in accordance with the current provisions of Section R4403. (The foof dak is usually: • • •.:. concealed prior to removing the existing roof system). 4• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension 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 9"-Yh—Sections R4402, R440 d R4413. 11011(� 11`a'1II� Owner/Agent's Signature Date Contractor Sign ture Date O(o 1 � Ne 11 C'T - Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; 208 r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ...... ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR'EXIBTING%Te. •. ...... . .. ...... BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES • • • • • • PERSUANT TO SECTION 553.844 F.S. : •'.. • ..... • ...... .. ..... To: Miami Shores Village Building Department • 1 �1 • 10050 NE 2nd Ave ....:. Miami Shores, FI 33138 • Re: Owner's Name: AyiiAro , — • • • pv Property Address: 10 V I 0 NC(J 12 Roofing Permit Number: Dear Building Official:��--y� I � —""` %� u� -I--- -certify that I am not required to retrofit y the reef 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 edition of the South Florida Building Code (1994 SFBC) 71 ` , UCO "yiqu-e Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. r I— ,, Sworn to and subscribed before me this 1 S day of 1 J ux - - - � � 1 Notary Public, Sate of Florida at Large °� Notary Public State of F� io Myricla is Om 11A. Rivera My Commission GG 122837 a Aires 07/10/202, When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the buildi g was riot SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. nor a 1994 Revised on 5/21/2009 Miami shores'V'illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE -MITIGATION ..•••• RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STR-0C*:iURR8 Pd1RSUAN�•• .. ...... . .. ...... TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave j Miami Shores, FI 33138 Re: Owner's Name: Date: ... • ... ..... • • • • •••••• Property Address: I I D(o� 8 Imo► l % c (�C,/%� / • • • • Roofing Permit Number: n DearBuildingOfficial: �r U►'�n� u-��— certify that I have improved the roof to wall connections of the referenced property as required by the f anual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.G. Signature State of Florida County of Dade fl-ryur1D eodri6jup4- Print Name The undersigned, being the frst duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Mrr day of 00\t e20 i i Notary Public, Sate of Florida at Large r No ate of Florida ilia M. ivera < My commissio 021 UU t22e3--E ++� Expires M,1 (SEAL) j FINAL COMPLIANCE Revised on 5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURE, FloridaUullding Code 6th Edition (2017) High Valoc.'V Hurricane Zone Uniform Permit Application Form. Section A (General information) Master Permit No. Process No. la rS �RCr�� co . Contractor's Name 4 1) • 1 i 1 • . • • . Job Address • ROQF CATEGORY • • • • Low Slope 13 Mechanically Fastened Tile ❑ Asphaltic Shingles 17 Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 17 New Roof 171 Repair 0 Maintenance •• • ,dMortar'/X heslve SeM1e ❑ WosB 311ingles/Shfikes •• • Reroofing rl Recovering ROOF SYSTEM INFORMATION C�r 2 r Low Slope Roof Area (SF) �_W Steep Sloped Roof Area (SF) f� V ()f U Total (SF) JCS' OD Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,` (early Identify dimensions of elevated pressure zones and location of parapets. 15.32 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING -) r .0 v D C - O z � - ITI T, N O D o -] 0 m y w �1 � z c � m O � i I 4 3 -I fTt r i 5 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Roof ftxtem Manufacturer: BORAL ROOFING LLC Notice t-a �' % of Acceptance Number. •' • Minimum Design Wind Pressures, NApplicable (From RAS 127Ar.1;ailculafipnk): P1: -39.1 P2: .68.1 P3: -100.7 . . .... .. . Maximum Design Pressure ...... from the NOA Spacffiq m ; -31.7 • Method of the attachment: ICP TILE ADHESIVE 2 SMALL PATTY * • PbF31.7 • • • NeeD Sloped Roof Sysft_Dl _9criptlon Roof slope: 4 .1Z Rldoe Ventilation? NA PLYWOOD 50 Inderkwaspb _ ASTM FELT 30# D226 NA NA stenorType S Spacing: Mean Roof Height: 14 - --- - I __j -1/4" RS NAIL & TIN CAP 1-5/8" SELF ADHERED Cap Sheet: LFal1 joss Tv pis t ad coverings '—' SAXC>NY SLATE FLAT T!L Type & Size Drip dge: 3"X3" GALV 26G �1 I 1 1 1 1 r 1 1 l 1 1 1 I f 1 1 1 1 1 1 1 f f 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems. choose either Method 1 or 2, Compare the values for Mr with the values from M,. It the M, values are greater than or equal to the M, values, for each area of the root, then the ilia attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" •.. : .. (P7: -39.1 x X0 315= 1LB - Mg. 7.50 _ Mr, 4.81 Product Approval M, -31.3 • . • ... {P2:'68.1 xX 0.315= 21.4�5 - Mg: 7.50 = M2 13.85 Product Approval M, -31.3 • • :.. . {P3: -100: 0.315= 31.72j _ Mg, 7.50 = Mc 24.22 Product Approval M, -31.3 • ... • Method 2 "Simplified Tile Calculations Per Table Below" ..... • . • • Required Moment of Resistance (Mr) From Table Below Product Approval M, .. . • ' • •' M, required Moment Resistance' • • • • • • Mean of SlopeRoof p 1s, 20, 25' 30, • '}0' 212 34.4 36.5 38.2 39.7 " 42`2 3,12 32.2 34A 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 32.4 712 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based Tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for Fwith 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 tile attachment method is acceptable. Method 3 'Uplift Based Tile Calculations Per RAS 127" (P1: ^ x L _____ z _ x w: _ _ _,) - W: _ x cos 0 ,__-- = F„ ___-, Product Approval F (P2:-._ x L ._..._ = _ x w: = _) - W: _ x cos 0 = F, Product Approval F (P3:� x L _ = _ x w: = _) - W: _ x cos 0 _,,,_ = F,i _ 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 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Mq Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mo 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. 472 FLORIDA BUILDING CODE - BUILDING, eth EDITION (2017) • . 0 0 0 0 . • M IAM I•DA[)E .� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 3 t 5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA 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 cons4reitton materlal�.*The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Proopit ggntrol Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiclon tAjIJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ;jq,Fttac=Contro=5eVion (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to havt!tw:? • • 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: Saxony 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. 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 NOA revises NOA No.16-0711.05 and consists of pages i through 8. The submitted documentation was reviewed by Freddy Sentino 0 MIAMI.DADECOUNTY NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category; Roofing Sub -Category; Roofing Tiles Material: Concrete Deck Type• Wood 1. SCOPE • • This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) .Gonorete R&f'Tiae, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Aoeepterlee. For locations where the pressure requirements, as determined by applicable Building Code, do not epeetl•tpe destm, pmssure values obtained by calculations in compliance with RAS 127 using the values listed id the installation•section herein. The attachment calculations shall be done as a moment based system. • • • • • • • • • •• •• .. . 2. PRODUCT DESCRIPTION : •':': ' Manufactured by • Test Product • • • • • • • Applicant Dimensions Specifications DescrhAllan • • • Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9132" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length =17" TAS 112 Flat profile, interlocking, high-pressure extruded Width =13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and takes. varying thickness MIAMI•DADECOUNiY NOA No.: 18-0509.17 "' • ► Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R 1.894/R2.894/R3.894 Test Name/Report Static Uplift Testing ; . •. TAS 101 (Mortar Set) " ' Static Uplift Testing "•:" TAS 101 (Adhesive Set) 000000 Static Uplift Testing TAS 102 • • • • : • (2 Quik-Drive Screws, Direct Dew, • • • Static Uplift Testing TAS 102.. • • • • (2 Quik-Drive Screws, Battensl. 0 • • • Static Uplift Testing TAS 102: ' (1 Quik-Drive Screw, Direct Declk) Static Uplift Testing TAS I Oe..' (1 Quik-Drive Screw, Battens) Wind Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs, smooth shank nails Physical Properties TAS 112 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date . ...... May 1994 .. March, M4 Feb"W . Feb�19�9� March, 1 %95 ....s. Mardi} 1995 . . Oct. 1994 Dec.1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 MIAMMADECOUNTY NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 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 accordancp with TAS 106. •••••• 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborator to pe& orm quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to.the Building.tode Compliance Office for review. * 0 0:0 0 3.4 Minimum underlayments shall be in compliance with the applicable Roofing ApV%"iDns Staitdefd!P �isted section 4.1 herein. 0000 . .. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to th(! tdd*lope Wfl8V.Vated otherwise by the underlayment material manufacturers published literature. " •' •• • 3.6 This acceptance is for wood deck applications. Minimum deck requirements Alf in compliance with the applicable Building Code. ....;. . . •• • •• • . . 4. INSTALLATION. 4.1 Saxony 900 (Slate, Shake & Split Shake) 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) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - A, (W) Tile % (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 21':12" 3":12" 4":12" 511:12" 611 :12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7. 66 6.13 1 6.95 ,Split Shake MIAMI-DADE COUNTY , NOA No.: 18-0509.17 • . + Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min.19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split Shake 1-10d Smooth or Screw Shank Nail 7.3 9.8 ... AA 2-10d Smooth or Screw Shank Nails 14.0 8.8. 7.4 1 .48 Screw 30.8 31508 .18 2 2 .#B Screws 51.7 51.7. " 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 2h S e e 24.2 1-10d Smooth or Screw Shank Nail (Eave 19.0 19V • l2.1 Clip)•••••• .. . 2-10d Smooth or Screw Shank Nails (Field 35.5 96.5 • • • 34.8 2-10d Smooth or Screw Shank Nails Eave 31.9 31. • 32' Clip)( Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) • for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 2&3 .594 1 See foam adhesive manufacturer's com onent approval for installation requirements. 2 The Dow Chemical Company TileBond- one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.93 40•4 4 936 456 3 Large paddy placement of 45 grams of Polyset® AH-160, 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Lar a paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. MIAMI•DADecoUNTY NDA No.: 18-0509.17 • Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake & Split Shake I. Mortar Seth 42.96 :"" . . 7 Tile-Tite Roof Tile Mortar ...... .. 5. LABELING • • • • • • • . .. .... . .. 5.1 AlI tiles shall bear the imprint or identifiable marking of the manufacturer's Aawo.or logo as, detailed below, or following statement: "Miami -Dade County Product Control Approved". • • •. '..'.' .. . .. . . . . LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FiL PLANT LOCATED UNDERNEATIi 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS =MIAWMDADECOUN NOA No.: 18-0509.17 ® Expiration Date: 04/26/22 Approval Date: OVUM Page 6 of 9 NAIL HOLES 1i UNDERLOCK I SAXONY 900 - SLATE 5/32" 4Slate) ...... .. ..... CMIiRLOCK""' es 00*0:0 . . . 000000 MIAMI•DADECOUNTY NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/I8 Page 7 or 9 NAIL HOLES PROFILE DRAWINGS O Note., Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE `_ APFAOVED J .. . •• • • a r'r • • 96 13" ' NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE (Shave) MIAMMAIIII Ty NOA No.:18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 MiAMHDADE 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) -,«vw.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 SCOPE: ••� ....�. This NOA is being issued under the applicable rules and regulations governing the use of (!AstAictio4fll6ate'rjals. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER -4ociu ton0l Wtion to bV •' • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction%HJ). �....: This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counff "oduct Eonni Sect"Coo. (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tite:ri�lt to hgd(!tlfis prod8C?0 or material tested for quality assurance purposes. If this product or material fails to perform n the accepted manner, Ne •:' manufacturer will incur the expense of such testing and the AHJ may immediately revoke: modify, or juspend the use of such product or material within their jurisdiction. RER reserves the right to rev4e this accc p pike, if it• is determined by Miami -Dade County Product Control Section that this product or material failsfo Meet therequiremertS" : 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: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMMADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset" AH-160 as manufactured by ICP Adhesives and Sealants, Inc. 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 Roorw,&:, Application Standard RAS 127. For use with approved flat, low, and high profile roof tile s;stem �using:CP Adhesives Polyset® AH-160. 0 0 . •. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: •....• Produc�l?i *r ion -. 0 Two component po�d4 ttane foar-A adhesive •, . . . ...... •....• DispensingEquipmehe* : .. . ;••••; . . 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 ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Proper Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 122 12/9S ...... Miles Laboratories NB-589-631 ASTM D 1623 1 110,79.4 Polymers Division •„• ., • � • ....•. • ...... Ramtech Laboratories, Inc. 9637-92 ASTM E 108 • • •.' (141003 ..... 00:00• 00 Southwest Research Institute 01-6743-011 ASTM E 108 " • • 1 M &9 4 • • • • • • 01-6739-062b[1] ASTM E 84 :":': 01/15/95 •� •••..• Trinity Engineering 7050.02.96-1 TAS 114 ••• •• 83/14/96 :....: P36700.04.12 ASTM D 1623 010 0+2 0 • 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 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' 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 ICP Adhesives Polyset' 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 61 G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® 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 ICP Adhesives Polyset® 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. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance witkItoofingApplication Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Mliptmance;30o11let. ...... 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed l;1]� Adhesives and ••.. Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaftwi to the au*1diityhavin:, • • • jurisdiction. ...... .. • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required beforVip�lication•• •; • of any adhesive. The mix ratio between the "A" component and the "B" component shall Ve maintained between . . . . ...... 1.0-1.15 (A): 1.0 (B). • • • • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser•RTF1000 cyIC�A. •• •: Adhesives ProPack® 30 & 100 dispensing equipment only. • • • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® 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. NOA No.: 17-0322.03 MIAMI•DAD; COExpiration Date: 05/10/22 Approval Date: 04/27/17 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 Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 4. Low Profile #2 12-14 sq. inches e • • 30 • High Profile 42 17-19 sq. inches ' ';' • ' 30• • • • • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at ...12 gratg$ peg paddy • • head of tile 9-11 sq. inches at• ...' ; '.. • • • 0 overlap • • • • • .. . ... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal. ....17 grams per bead edge) 20-25 sq. inches each: 0 0... bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grah.drider 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Mil through plastic cam•nt raaddy le1':s+nomhT") j*hm raqulred#, tlrwi•ft+jmwns M Batt•s+s oatromwl ~��- Fastib r QQ E"W Clasur• Nail throipgh plastic cemew iwhen rowiredi t s . of �`°�,,, __� �.ddp dR+•n.nEh �di ri <io z '- Bati ens optional 1, ' I +.»„ _'fix p r�-x% ,�' •� t w cmclasure Cam Course Kea slruuO 12101Elc cwwwnt-,,. $whenPeddy1S•nwalkTilst iis�drrlyymwmE „✓ °,y~�,i..^"�,,',�.. -`�.. .-,2 in, w4da Battens:: apuonal N. i EailtCburi6— cave #Iosw e MIAMI•DADE COUNTY �� ... r Flat/Low Profile Tile I . 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 closest to the overlock of the tile being set. 2. Continue in same manner Imur a approximately 17" •; • (109.7 cm2) — 23 (148.4 �Vj2� �guare wbi l adhesive • • contact with the underside: prIbe tile. • • •••• • •• ••••• •• •• •• • •••••• Medium Profile / Double Nn Tile :...:. ""' • 1. Starting at the eave course, apply a nl"% m 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. 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. High Profile / Single Pan Tile l . 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. 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Meil''through piamic comma! P.ddp l&MW'MhT41.! �wtwnr.qulrtd Baltw►captlonai s EavrCoursa ✓ -.� . 14 ir►' = Fascia cave closure, Nail through puseic+cernem #wham requiredl •. fit.--PaddylBentathTile) .G Battems optional E*v—Couna "' " M Farris APPROVED Flat/Low Profile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (1Q9.7 cm2) — 23 (148.4 cm2) square inch adhesive c),f► MUith tad underside of the tile. .. • •tttt• • •• •ttat• 2. At the second course, apply aNi"mum 2" (50.8mmi . ., x 7" (177.8 mm) x 1 " (25.4 MAT foam lily" gnto the • underlayment positioned as shown under thy' **:of .9000 strengthening rib closest tow -re. erlocko :hatile being set. •' •' • t a.tatt 3. Continue in same manner.Ans se approklrliVely 10" cm2) - cm2) • (64.5 12(77.4 sa; o 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 (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 pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Maii ahraugh plastic ca ¢wfirn Puldy I8+rormh'Tile) Ratt•nso'ptional Eare Couwse r 'Fasciay Wesphde r • .. a �s,�e toy,:-� �s�. MIAMI-DADE COUNTY 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 approximatejy 17 (IZ7'9.7 Ctn2) . ...... 23 (148.4 cm2) square inch adbesivse contact x4ith the a • underside of the tile. 000060 . .. 2. At the second course, applytlWl%mum Z" j59,8mm)• • x 7" (177.8 mm) x 1 " (25 A rninj foam pgdd� onto the • • • • underlayment positioned as}:}�, �nundeotap0an ••••• portion of the the closest tot vprlock of the the being set. 0 0 • ...0a0 3. Continue in same manner. fr%tire approxiaaatelZ 17:00••; (109.7 cm2) - 19 (122.6 cmz) square inchndrieslve contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement Paddy (between tiles) {when reQu)Mdl, aattensoptional ° " Paddy lender tiled Singiepaddy antop oftile r �» 4x4in. Un tit n u e oedgy an �deAaymeArt 2 x 4 in. y rr.a c � tarn. 4, "f 2 in. is Eaveclome Flat/Low Profile Tile Nail through plastic cement Single paddy undei the twhen required) Paddylhetween tiles) Battens /Paddy [under tiled optional f `fie paddy r -. on top of tde -,, � w4 K'4Xdin. xain.`ti Single paddy one undertaynusnt 4 � i to* n 6'i , '' 2in. Eave Closure lave Course Fascia Medium ProfileTile On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 the being set. 43wc: • approximately 4" (101.F>'wo pp from the gave ••• • edge free of foam to preyenti the exp4nd'a;A4tdhesiy j • •: • from blocking the weepj" .Insure . . approximately 17-23 in (•109►7-148.4cm24 of adhesive contact with tf; 'dttderside of th,41e • • • .. Apply a 4" (101.6 mm) x l': �;01.6 mm)•x 1 " (25.4 . . mm) foam paddy onto the uVerlayn6 t�;st below...... • the second course line p%sido4ed foatp•pa&y • • • • under the strengthening rib for flat ti%.&.LTnder the pan portion of the tile, closest to the underlock for the second course the to be installed. Insure approximately 8-9 in (51.6-58.1 ctn2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ce Single paddy under We twhen requireda Paddy ibetween tiles) Battens opfionai ,"•� Paddyiundert)iei a onu 4 x 4 in. siingie 2x4in. paddy on h top of ale Eaue Course -- '' rasda Weephole 10 in. 2 in. Eave dosure drip edge High ProiiFe Tile 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 the 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 c4urse:).f tile. Install second course of4ileArwure a proximatel)r"';' 9 (58.1 cmz) - 11 (71cm.jjggire inck adhesive '0 contact with the undersiglr,4f tre tile at the overlap and 7 (45.2 cmz) - 9 (58.1, cinz) squaw incr ; • • • •; adhesive contact with tfl-v:derside of [hwflle at ....* the head of the tile. Cont"ip same droner. ..:..' 00 • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. (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. ~. o Underlayment i ter: Sheathing Eave closure (moter shown) Weephole Fascia Board Remove top portion of the eave course cover tile. Abut 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 Two Piece Barrel (Cap and 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 underlVment positioned:m •eae• shown under two adjalggtap,n tiles,* Support eave'•• tiles from rocking untUii&wsive h,$ S��Ance to • •eee •e• cure. e a e e a• e • • •esee• Continue in same man) erloringingetwo,pan ••ee. • a courses up toward the•r14g2.;nsure. • • • • • • • • approximately 65 (419.04 Cttt2) — 70 C4'51*6 cm2)• • • •; • eeee• square inch adhesive ;ontaec;with the underside e of the pan tile. :see** ...... • • • aaaaa• Turn covers upside down exposin j LV vffderside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) 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 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 M IAM ��.; MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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.Lov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 • • 6069 • • • ... .. . .. ...... . .. ....% SCOPE: • • 0000 •• • • • This NOA is being issued under the applicable rules and regulations governing the use of construction tyateriials. The • • • •; documentation submitted has been reviewed and accepted by Miami -Dade County RER - Proc#uot Control Scrfion toJV .. used in Miami -Dade County and other areas where allowed by the Authority Having JurisdtCtim? tAHJ)i • • . • . • • •. •' �. tact Con .. .. .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyPttrol Section % (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to l A:We tris • • • • • product or material tested for quality assurance purposes. If this product or material fails taQerfoart in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mode 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: Polyglass Polystick Underlayments 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 NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test . Product • • • • • Product Dimensions • Specification Description; •. • Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surf1ee VlT-adhering' •APP .... • Manufacturing Or 65' x 3' polymer modified, fiberglass reirfoorced, biluhnous �....� Location #1 & #2 60 mils thick sheet material for use as an ut► gLiaymentinsloped roof ••• assemblies. Designed as an icg4.rjiin shield. • Polystick Dual Pro 6P x 3'3'/8" TAS 103 and A rubberized asphalt self-adh'rinN,.glass-fiVelipolyester .• Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing metnbrliq. Deigned as a Location #2 metal roofing and roof tile underlayment.;"••• • Polystick Tile Pro 61' x 3'3-3/8" • • 000000 TAS 103 and A rubberized asphalt self -adhering, • glass4�ber%polyester • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof the underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location # 1 & #2 underlayment. Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3 '/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 6518" x 3133/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location 42 use in roof tile underlayment systems. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 . 12404/08 P10870.04.09 TAS 103/ASTM D4798 &. Gill •Wf3/09 ••.. • P33360.06.10 ASTM D1970 " ' :•V77Q1/10 •• P33370.03.11 TAS 103 "•:" OT02/11 P33370.04.11 ASTM D 1623 • • •.. • A/26/11 :....: P36900.09.11 TAS 103/ASTM D4798 & Q153 :•b�j91/I I P37300.10.11 TAS 110/ASTM D4798 & "IA7.0 ••• ..1 Q119/11 . �: • P40390.08.12-2 ASTM D 1623 • • • • •-&67/12 ...... P37590.07.13-1 ASTM D6164 :••:•; (R/02/13 • P45270.05.14 TAS 103, TAS 110 & ASTM D 1623 :..0,T12/ 14 • • • • • • P46520.10.14 ASTM D1623 •'• ' 10/03/14:....: P44360.10.14 TAS 103 & TAS 110 • •„h0/07/14 • ' P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 1 1 /09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4".head.lap. (for base sheet only) ...... Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polysji- * �T Ma;, Fofwtick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS P1ps,.tjf adhered. Surfacing: See General Limitations Below. ."". , •. • • .. ..... ... ..... ...... . . . . . . ..... Deck Type 1: Wood, non -insulated .. .. .. . ...... � 0 0 : • : � 00 Deck Description: Min. 19/32" plywood or wood plank • • • . ...... System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered: . 0 • :....; •. . .. . . . Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. 000000 Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. `NOA No.: 15-0410.04 ECOUNTYM Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'h" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertica4 stray ing of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance fvitkagplicaMe building ••••�. .. .. code. . • 4. When applying the membrane in the valley, start at the low point and work to the hi •bgj"• rolling t e •�' Y� P P�.g4U�� g � , membrane from the center outward in both directions. .... .. ;" 5. For ridge applications, center the membrane and roll from the center outward in both ditections. • • • • • • • • • 6. Roll or broom the entire membrane surface so as to have full contact with the surfac i "-v'i; s eaiat attention' •"' �C1.g.. g p .. ...... to lap areas. �. • • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Astem;ly current Product Control..:. Notice of Acceptance. � • • � • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The Plaslhing taps 's4i` ll be ' pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 7. 8. 9. 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. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in ...... Section 9. � • •��t�• Polystick TU P maybe used in mechanically fastened roof tile applications with the exoepdon of iwrty set tile • applications. •••�•• .. ....;. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies,6tr�maximum roof slope 0....0 • shall be as follows: (See Table Below) .... � � • 6 • • . Tile Profile Polystick MTS Elastoflex Polystick TU Plus, TU P, Polis�ti, PdysMck S6 G Tile Pro, Dual Pro TU.lj". MTS ]Vlus Flat Tile Prohibited 4:12 6:12 6 12 without battens + .0. • Profiled Tile Prohibited 4:12 6:12 6:12 i • • without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. �Z-nicrgi,ire: MW P,'.,, �STCK r.. Rus NOA No.: 15-0410.04 Expiration Date: 09/13/21 ��,II�III Approval Date: 08/11/16 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P4 Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a r(Muestinay be mac e to the..,... Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Sectiati fof appr(M provided •: that appropriate documentation is provided to detail compatibility of the products, wind u* V!, resis'lariLM, and fife 000 • testing results. : : . . �.... 0000 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK iV1M2MBR. NJN • • • • • • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPI%CIFIC•APPLICATIONS. •. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENY ATIOrIS: • • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks o iaslailers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 V metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations 49 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. it is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance OA approval for Pol stick mem ra o can be furnished Yg P (N ) PP Y � � ...... upon request by our Technical Services Department by calling 1 (800) 894-4563. • • ; • • • • 13. ... . .. Questions in regards to the application of Polyglass products should be directed to ou: T9Knical Services ...... Department at 1 (800) 894-4563. .... .. ...... 14. Polyglass recommends that applicators follow good roofing practices and applicable pro��a�res as outT�ned by the National Roofing Contractors Association (NRCA). • .. .. .. . ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE+CIFIC!9APPL1QA4oNS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECON; 12ATIO*V, • • • • • END OF THIS ACCEPTANCE NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 Section C MIAMI-EXAME Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "OtWvc-rhig Excc-lhwre Every [),ay" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Product Approval (NOA): 18-0919.12 System Type: A� Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 psf (P2) Perimeters: -� psf (P3) Corners: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0.50 " : 12 Roof Mean Height: 14 ft. Parapet Walls: ❑ No 0 Yes Parapet wall Height: O Deck Type: —5/8" Plywood — Support Spacing: NA " o/c Alternate Deck Type: NA Existing Roof: SAME Fire Barrier: NA Vapor Barrier: NA Anchor Sheet: GAF BASE 75# Anchor Sheet Fastener / Bonding Material: 1-1/4" RS NAIL AND TIN CAP 1-5/8" Insulation Base Layer Size & Thickness: 3.3" ISO INSULATION 4'X4' Insulation Base Layer Fastener / Bonding Material: HOT MOP ASPHALT Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF STRATAVENT PERFORATE Base Sheet Fastener / Bonding Material: LAID LOOSE Ply Sheet(s) & No. of Ply(s): GAF RUBEROID 20 Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT Top Ply I GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: HOT MOP ASPHALT Surfacing: I NA• ••••. • •. •. • • SINGLE PLY MEMBRANE: • • • • • • • •••••• • •• •••••• Single Ply Manufacturer / Type: • �; • • .... .. . • Single Ply Sheet Width: NA " 1/2 S1;;.*N*vth: NA•• • No. of Single Ply 1 /2 sheets: NA • • • • • • Single : 0 0 • • 9 • Ply Membrane Fastening / Bonding Material: • • .: • NA • • • •••••• 0 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: El I. o/c @ Laps & F rows " o/c 2. Perimeter: " o/c @ Laps & � rows [7 " o/c 3. Corner: FLI " o/c @ Laps & F4 _� rows F6 _� " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: NA 2. Perimeter. NA_ 3. Corner: NA Insulation Fastener Type NA WOOD NAILER TYPE AND SIZE: 2 X 6 PT WOOD Wood Nailer Fastener Type and Spacing: WOOD NAIL 16" OC EDGE & COPING METAL SIZES: Edge Metal Material: --Galvanized Metal -- Edge Size: --4" face 24 ga.-- Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: 1-1/4" RS NAIL 4"OC Coping Material: I --SELECT PARAPET WALL COPING MATERIAL -- Coping Size: --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: NA Insulated Nailable Deck With Edge Nailer MIAMNfaADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day„ Illustrate Components Noted and Details as Applicable: Top Ply Interplies Buse Sheet Anchor Sheet k s Roof Deck Base Layer of Insulation -- Top Layer of 111sulation -d-- Drip Metal v . 14 - -,a Coirtntriotis a Cleat Wood Nailer . Roof Mean Height;; if'tt„• Drip Metal: •••••• •• ••••• 4"3X"GALV 24G F...... . . . . ..... . Continuous Cleat . . Surfacing: GRANULES Top Ply: GAF MINERAL CAP SHEET Interplies: GAF RUBEROID 20 Base Sheet: GAF STRATAVENT PERFORATED Top Layer of Insulation: NA Base Layer of Insulation: 3.3" ISO INSULATION F Wood Nailer: 2"X6" PT WOOD Wood Nailer Fastening: WOOD NAIL #12 16"OC Anchor Sheet: NA Deck Type: PLYWOOD TGFUR1306 - Roofing Systems Page 4 of 48 Insulation (Optional): -- One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perltte/polylsocyanurate composite or perllte/urethane Composite or wood fiber/potylsocyanurate composite or phenolic, 2-In. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4" or "tri-Ply® Ply 4' "GAFGLASS Flex or Ply 6" or'Tri-PIVO Ultra-Flexlble Ply 61, fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet' or'Tti-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered hot with roofing asphalt. 11. Deck: NC Incline: 2 Base Sheer. — One ply Type G2 'GAFGLAS@ 075 Base Sileet" or'Trl-PIy® $75 Base Sheet" or "GAFGLASS SW Ultima'"ise 5�leet" or "GAFGLASS Stratavente Nallable Venting Base Sheet" • • • • • • or'GAFGIAS@ Stratavent@ Perforated Vbntini}BaseShtet", mecha nically fastened or fully adhered with hot roofing asphalt. • Ply Sheet: -- One or more plies type G1 "eAFGIASS Ply 4' or "Tri-PIy® Ply 4" car "GAFGLASO Flex Ply 6 Oe Jiffy© Ulna-Flesible Ply G", fully adhered with hot roofing asphalt. • • • • . • • Cap Sheet: — Type 63 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet' dF "G'Al<V•ISLSO EnergyClp'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • • • • 12. Deck: C-15/32 ' ' • • lrncltne:l •••• • •• ••••• •••••• •• • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "D gqsflgck& Roo fbd8rgl' dr • "DensDeckO Prime Roofboard" Or "DensDeck® OuraGuard'" Roo(board" or minimum 1/4-In. thick Unite States Co. • • 'SECUROCKS ••••• • �' ypsum Roof Board" (Type FRX-G) or "SECUROCKrD Glass -Mat Roof Board" (Type SGMRX). 000000 • Insulationi — One or more layers perfite or glass fiber or polyisocyanurate or urethane or perlite/polyis6tyan8ratb comp to • • or • padlte/urethene composite or phenolic, idn. minimum (Insulation joints offset a minimum or 6-In. from plywood k%ck jolnt&), • 0 Base Sheet, — One or more Plies Type G1 "GAFGLASS Ply 4" "TA-Plyp "GAFGLASO • e • or Ply 4" or Flex Ply 6" or aTri-Plyrp tAtm-Flexlble Ply 6" or Type G2 "GAFGLAS® *75 Base Sheet" or-Trl-PIy® #75 base Sheet" or "GAFGLAS® 480 U1tlmgl" DsseSheet' or GLASp Stratavent® Nallable Venting Base Sheet" or "GAFGLASS StrataventO Perforated Venting Base Sheet" G1 "GAFGI • • • • • • • • orTtfbe j►5�r 15.1 Surfaced Cap Sheet" or'7rI-PIy® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. • • • Hembranai —One or more plies'RUBEROIDS Torch Smooth" or "Tli-PIy® APP Smooth" "Tri-Ply® "RUBEROID@ or APP Granule" or Torch Granule' or "RUBEROIDS Torch 18o", torch applied or "RUSEROIDS Mop Smooth" or "RUSEROIDS Mop Smooth 1.5' or "RUBEROIDO Mop Plus Smooth" or "RUBEROIDO Mop Granule" or "intec Flex PRF' roofing asphalt. or'Trl-PIy@ SBS Granule", fully adhered with hot Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Trl-PIy® BUR Granule Cap Sheet" or "GAFGLASS EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot rooting asphalt 13. Decks C-15/32 Incline: 1 Barrier Board (Optional), — One or more layers minimum 1/4-In, thick Georgia-Pacific Gypsum LLC "DensDed @ Roofboard" or "OensDedcS Prime Roofboard" or "DensoeckS DuraGuard- Roofboard" or minimum 1/4-In. thick United States Gypsum Co. "SECUROCKID Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or pedlte/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more piles Type G2 "GAFGLASS 475 Base Sheet" or "Trl-PIy® :75 Base Sheet" or'GAFGLASS $80 Ultima'" Base Sheer" or "GAFGLASS StrataventO Nallable Venting Base Sheet" or "GAFGLASS Stratavent@ Perforated Venting Base Sheet or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-Piy® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (optional), — One or more plies Type G1 "GAFGLAStg Ply 4" or'Tri-Ply® Ply 4" or "GAFGLASO Ply Flex G" or "Tri-Plyp Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more piles "RUBERO[D®Torch Smooth" or'Trl-PlyO APP Smooth" or "Td-P1y(D APP Granule" or "RUBER0106 Torch Granule" or "RUBEROIDS Torch 180", torch applied or "RUBEROiD(S Mop Smooth" or "RUBEROIDi& Mop Smooth 1.5" or 'RUBEROIDS Mop Plus Smooth" or'RUBEROiDS Mop Granule" or "Intec Flex PRF" or "Tri-PIy@ SBS Granule", fully adhered with hot roofing asphalt. Cap Sheelx — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet" or'GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt 14. Deck C-1S/32 Incline: 2 Barrier Board (Optfonal)t -- 00ne or more layers minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensOedc@ Roorboard" or "DensoeckS Prime Roofboard' or "DenaDedkS DuraGuardTM Roofboard" or minimum 1/44n. thick United States Gypsum Co. "SECUROCKIS Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or perlite/polylsocyanurate composite or wood fiber/polylsocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: — One ply "GAFGL/LSS StrataventS Perforated Venting Base Sheet" or Type G2 "GAFGLASS #75 Base Sheet"or'Trl-PIy@ #75 Base Sheet" or "GAFGLAS(D 080 Ultlma'" ease Sheet" or'GAFGLAS@ StrataventO Nallable Venting Base Sheet" or "GAFGLA$® Stratavente Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — Two or more piles Type G1 "GAFGLASS Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply Flex 6' or "Tri-PlyS Ultra -Flexible Ply 6" or'RUBEROtDS Map Smooth" or "RUBEROIDS Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth', 'Ruberoid® 20 Plus Smooth" or 'RUSEROIDO 20 Smooth", fully adhered with hot roofing asphalt Membranet — Type 63 "Td-PIyS BUR Granule Cap Sheet" or "GAFGLASS Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap- Mineral-Surfaced Cap Sheer", fully adhered with hot roofing asphalt. 1S. Deck, C-15/32 Incline: 1 Insulation (Optional)* — Any thickness perlite or wood fiber or glass fiber or Polylsocyanurate mechanically fastened or adhered with OMG ink "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeckS RaolbOord" or "DensDeckS Prime Roorboard" or DensDecke Our8Guardm Roofboard" or minimum 1/4-In. thick Untied States Gypsum Co. "SECUROCKQ Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "Olyeond Fastening System" or any UL Classified insulation adhesive with buttjoints In the barrier board Products staggered a minimum of 6-In. from plywood deck joints. Base Sheet: -- One ply Type G2'GAFGLASS N75 Base Sheet' or "Td-Ply #75 Base Sheet" or "GAFGLAS@ R80 Ultima"" Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type Gi "GAFGLASS Ply 4" or'Trl-PIy 4' or"GAFGLASO Flex Ply 6" or Type G2 'GAFGLASO *75 Base Sheet" or'Tri-Piy *75 Base Sheet" or "GAFGLASS S80 Uldmam Base Sheer", fully adhered with hot fooling asphalt. httpJ/database.ul.com/cgi-bin/XYV/template2lSEXT/1FRAMMhowpajZe.hunl?name--T... 3/22/2018 MIA��MI-DADE MIAMI-DADE COUNTY ►L;LW PRODUCT CONTROL SECTION l 1805 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.envlcconomv GAF 1 Campus Drive • • • • • Parsippany, NJ 07054 • • • ; • • • • SCOPE: .... .. • This NOA is being issued under the applicable rules and regulations governing the useof constrLiarr • materials. The documentation submitted has been reviewed and accepted by Miarn�-WeCounty NR Product Control Section to be used in Miami Dade County and other areas where aftty ti by the • • • Authority Having Jurisdiction (AHJ). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami-Daje County Prclslttte * • Control Section (In Miami Dade County) and/or the AHJ (in areas other than MiaifiiphdC CounW. • reserve the right to have this product or material tested for quality assurance purposes. If this prddw pt 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: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 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 NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo, CNAMMIMADERCM)UNW NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page I of 67 APPROVED ASSEMBLMS Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet.:'. '. Membrane is subsequently fully adhered to insulation. Goo:** All General and System Limitations shall apply. .... .. Fire Barrier: FireOut"' Fire Barrier Coating, VersaShield* Fire -Resistant Rddt' & ProtectIdn (optional) or VersaShield* Solo' Fire -Resistant Slip Sheet. ":": .".'. Anchor sheet: GAFGLAS* 480 Ultima Base Sheet, GAFGLAS® Stratavent=iNaiiabte Venting Base Sheet, Ruberoid* 20 Smooth, Ruberoid® HW Smooth or Ruberoid* 14W 21. 006 Smooth base sheet mechanically fastened to deck as described bgeyv. • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly"' 6, '..'. • Option #1: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.e. at the lap staggered and in two rows 18" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexPly"' 6, Option #2: GAFGLAS* #75 Base Sheet, Tri-Ply® 475 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec7" 912 Fastener, Drill -Ted''' #14 Fastener or Drill -Tee' XHD Fastener and Drill-Tec' 3" Steel Plate, Drill -Ted" AccuTrac* Flat Plate or Drill-Tec" AccuTrae* Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf. See General Linnitatior #9) Fastening iTGAFGLAS* FlexPiy' 6, GAFGLAS* #75 Base Sheet, Tri-Ply* #75 Base Sheet or I Option #3: any of above anchor sheets attac-'— —Tied deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design: Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS* #75 Base Sheet, Tri-Ply* #75 Base Sheet or any of above anchor Option #4: sheets attached to deck with Drill -Tee #12 Fastener, Drill-Tec7 #14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec"' 3" Steel Plate, Drill-Tec"' AccuTrac* Flat Plate or Drill-Tec"' AccuTrac* Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design: Pressure —45 psf. See General Limitation: #9) Fastening GAFGLAS* #80 Ultima"` Base Sheet, Ruberoid* 20 Smooth, Ruberoid® Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'" 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maxbmnm Design Pressure —60 psf. See General Limitation #7) MIAMFQADL COUNTY NOA No.: 18-0919.12 • , Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 9 of 67 J Fastening GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above anchor Option #6: sheets attached to deck with Drill-Tec"' # 12 Fastener, Drill-Tec'M # l4 Fastener or Drill-Tec7 XHD Fastener and Drill-Tec" 3" Steel Plate, Drill-Tec' AccuTrac' Flat Plate or Drill-Tec" AccuTrac' Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approxint ately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) • ; • . • One or more layers of any of the following insulations. 000000 Insulation Layer Insulation Fasteners.. Fastener (Table 3) * .... 0 De;sit*0 EuergyGuarC Polyiso Insulation, EnergyGuardT" Polyiso RA Insulation, • • • • • . .. EnergyGuarC Polyiso RN Insulation, EnergyGuare RA Composite Polyisoel4salation • • * • Minimum 171 thick N/A • • • • • • N/A• Structodek' High Density Fiber Board, EnergyGuard' Perlite Recover Board ; " •' • Minimum %" thick N/A • .. • WA . EnergyGuardT" Perlite Roof Insulation Minimum %" thick N/A N/A Note- All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyauurate side facing down. GAF requires either a ply of GAFGLAS® Stratavento Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet GAFGLAS® FlexPly' 6, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid' 20 Smooth, Ruberoid® HW Smooth or Ruberoid' HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See General Limitation #4). OR GAFGLAS' Stratavent®Perforated Venting Base Sheet loose -laid dry. Ply Sheet: (Optional, required over GAFGLAS' Stratavent' Perforated Venting Base Sheet loose-Iaid dry)One or more plies GAFGLAS' Ply 4, GAFGLAS' F1exPly1" 6, GAFGLAS' #80 Ultima"' Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. MIAMMADENOA No.: 18-0919.12 I� • • • 6 ► Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 10 of 67 Membrane: One or more plies of Rubergjj0 20 moot .Ruberoid® 30 Granule, Ruberoid® EnergyCar 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid®Mop Granule, Tri-Ply® SBS Granule Cap Sheet,lntec Flex PRF , Ruberoid® Mop Plus Granule, • • Ruberoid Mop Plus Granule FR fully adhered in a full moping ofa pprove asphalt applied within the EVT range and at a rate of 20A0 lbs.fsq. • ; . • f Surfacing: Optional on granular surfaced membranes; required for86 membrapes. Chosen components must be applied according to manufaaturar's application instructions. All coatings must be listed within a current*N"* : •.. f 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectI ` 0 � * a flood* aoa-• of Approved asphalt at 60 lbs./sq. 2. GAFGLAS* Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Grjnule•(jap She*et • • or AVOCASOMergy ap mera - urfaced Cap Sheet adhered in a fulr • • • • • mopping of approved asphalt applied within the EVT range A" 8t $ rate ofa-q,0 lbs./sq. • 3. TOPCOAT* Surface Seal SB or United Coatings"' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT* MB Plus or United Coatings"` Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT* Membrane or United Coatings"' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: MAMF01!►DECOUNTY See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 11 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyr" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W' DenSDeck*'Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: ; • • • • 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Pateriats. • • Directory for fire ratings of this product. •". 2. Insulation may be installed in multiple layers. The first layer shall be attached 1Vi pliancg r it� Product Control Approval guidelines. All other layers shall be adhered in a fuN jggWping of; • • • approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., pt qVfaanically.. • attached using the fastening pattern of the top layer • • 3. All standard panel sizes are acceptable for mechanical attachment. When appliecLimapproved •.• asphalt, panel size shall be 4' x 4' maximum. : • : . 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is usdt4 base skeet* shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or sk p • mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbE insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation 99 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 Expiration Date: 11/06/73 Approval Date: 11/01/18 Page 67 of 67 Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 3/26/2004 Applicant: ADRIANA Owner: ROSSA JOB ADDRESS: 10618 NE 11 Building Permit Permit Number: BP2004-407 ROSSA ADRIANA CT Page 1 of 1 Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305-751-0382 Parcel # 1122320280420 Legal Description: 32 52 42 MIAMI SHORES ESTATES PB 47-58 LOT 14 Fees: Description Amount FEE2004-3273 Building Fee $325.00 FEE2004-3274 CCF $7.20 FEE2004-3275 Training and Education Fee $2.40 FEE2004-3276 Technology Fee $8.13 FEE2004-3277 Scanning Fee $9.00 Total Fees: $351.73 Permit Status: APPROVED Permit Expiration: 9/20/2004 Construction Value: $11,500.00 Work: ROOF TILE AND FLAT DECK Signed: (INSPECTOR) BLK 3 LOT SIZE Total Fees: $3 .703 Total Receipts. $0.00 W, 3 0PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 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) issues 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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). fJt —3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (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. ,4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code 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 cause 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 overl 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 Florida Building Code, Plumbing. iN�_7. Ventilation: Most roof structures should have some ability to vent natural airflow through the mtenor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. c / 7 /OV Owner's/Agent'srig—nature Date C:10rcu U ud 6t—a F11.IC..t,.L1ES0KLBAFTTZECC10N 15241I1.dor Page 1 of 1 —one Uniform Roofing Permit Application orm MIAMI-DADE COUNTY Master Permit No. Section A (General Information) Process No. Contractors Name: Job Address: Quality Roofing Contractor, Inc. 10618 N.E. 11 Court Roof Category R Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ❑ Other: Roof Type ❑ New Roof R] Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes R No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.-) 800sq. Steep Sloped area (ft.') 2500sq. Total (ft.2) 33sq. secuon IS KOOT Yian Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): Page 2 http://Www.co.miami-dade.fl.us/bldg/roofing_permitinglpermit_app_section a.HTML 3/12/2004 Page 1 of 1 High Veiocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (if a component is not used, identify as "NA") System Manufacturer: GAF Material Corporation NOA No: 03-0501.05 Design Wind Pressures, From RAS 128 or Calculations: Pmaxt: -49.2 Pmax 2: -82.6 Pmax3: -124.3 Maximum Design Pressure, From the Specific NOA System: -52.5 Deck type:' 1" x 6" T & G . These decks require a fastener pull test by an approved test labratory Other Deck Type: n/a Joist Spacing: n/a Slope: 1 /2" Anchor/Base Sheet & No. of Ply(s): n/a Anchor/Base Sheet Fastener/Bonding Material: n/a Insulation Base Layer/Size & Thickness: n/a Base Insulation Fastener/Bonding Material: n/a Top Insulation Fastener/Bonding Material: n/a Insulation Top Layer/Size & Thickness: n/a Wood Nailer: 8 Penny nails Base Sheet(s) & No. of Ply(s): (1) Glass Base sheet Base Sheet Fastener/Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): (1) Ply 4 Ply Sheet Fastener/Bonding Material: Type III mopping asphalt Drip Edge Size & Gauge: 3" face 26 ga. jil Drip Edge Material Type: Galvinized Metal El Hook Strip/Cleat gauge or weight: N/A FI Coping Metal: n/a Top Ply: Gafglass Mineral Cap sheet Top Ply Fastening/Bonding Material: Type III mopping asphalt Surfacing: n/a FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: _ 1 '/4" R.S. Nails Alternate Fasteners: n/a 1. Field: 9 " o/c @ laps & 2 rows @ 9 2. Perimeter: 6 " o/c @ laps & 4 rows @ 6 3. Comers: 6 " o/c @ laps & 4 rows @ 6 NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a Page 3 L, " o/c " o/c " o/c http://www.co.miami-dade.fl.us/bldg/roofing_permiting/section_c 4.htm1 3/1/2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RYAS-111 and Chapter 16. r✓l� I . g .,at Wau He i.—AZ)A Ft' Mean Roof Heip 1/'_ Ft. Page 3a http://www.co.miami-dade.fl.us/bldg/roofing_permiting/section c 4 2.html 3/2/2004 Page 1 of I High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Almar (USA), inc. Notice of Acceptance Number: 02-1115.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45 P 2: -95.1 P 3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 Sloped System Description Roof Slope: 2 1 /2 "M 2" Roof Mean Height: 13' Ridge Ventilation: n/a Method of Tile Attachment:_ Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: I n/a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Comers: n/a Perimeter Width: n/a W1 Page 4 Deck Type: 1 x 6" T & 0 Alternate Deck Type: n/a Undedayment type: (1) 301b. ASTM felt Insulation/Fire Barrier Board: n/a Optional Nailable Substrate: n/a - - Fasteners: 1 1/4" R/S nails Cap Sheet Type/Adhesive Type: (1) 901b, ASTM felt Roof Covering: Spanish S Clay Altusa Tile Roof Covering Attachment Method: Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. 1711 Drip Edge Material Type: Galvinized Metal 01 Drip Edge Fastener Type: 1 1/4" R/S nails Hook Strip/Cleat ga. or weight: N/A http://www.co.miami-dade.fi.usibldg/roofing_perznitingisection_d 3.htmi 1/27/2004 Page 1 ©t 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x A 0.274 _ Mg: 5.35 = Mr1: 6.98 NOA Mf: 66.5 P 2: -95.1 x A 0.274 . Mg: 5.35 = Mr1: 20.71 NOA Mf: 66.5 P 3: -95.1 X A 0.274 _ Mg: 5.35 = Mr1: 20.71 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 115, 20' 25' 30, 40, Roof Slope 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 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http:/hvww.c.o.miami-dade.fl.us. Bldg/roofing_aerTniting/section_e_3.htm 1 /27/21004 M I A M MDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77 h Avenue Miami, FL 33166 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade. County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay 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. 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02-1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 1 of 7 Test Agencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 7161-03 Appendix H Letter Dated Aug. 1, 1994 P0631-01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with RAS 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. 3A 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Altusa One Piece S' Clay 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 (Ibf) Length-1(ft) 1 Width-w (ft) One Piece 'S' Tile 6.9 1.52 0.875 NOA No.: 02-1115.03 Expiration Date:12/16/07 Approval Date:12/12/02 Page 3 of 7 Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece'S' Tile Polyfoam PolyPro7m 66.5 Polyfoam Pol ProTM' 38.7 4 Lamepaddy placement of 63grams of Pol ProTM. 5 Medium paddy placementof 24 rams of Polyftlm. Table 513: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance One Piece'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marldng of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE'S' CLAY ROOF TILE NOA No.: 02-1115.03 o ,, Expiration Date: 12/16/07 IN Approval Date: 12/12/02 Page 5 of 7 SCREW (HOLDS CLIP ONTO DECK) CLIP DETAILS (CON'T) "SPANISH S" TILE BY ALTUSA (TYP•) .7 CLIP PLACEMENT DETAIL 21/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE END OF THIS ACCEPTANCE DECK 11/4" 13/4' 3/4" -GALVANIZED METAL CLIP 21/2" SCREW NOA No.: 02-1115.03 o Expiration Date:12/16/07 Approval Date: 12/12/02 Page 7 of 7 MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLLE_RR STREET, SUITE 1603 NIIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE'OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations -governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. *BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. 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 NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC o NOA No: 03-0501.05 -` Expiration Date:11/04108 Approval Date:10/23/03 Page 1 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 galJsq.; or GAF'WEATBER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rats of 3 galJsq.; or GAF Premium-Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20%; plus gravel or slag with an application rate of 4001bsJsq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus . (Matrix 715 MB Coating), GAP WeatherCote or WeatherCote LOW-VOC applied at rate of 1-1.5 gal/sq. Maximum Design . Pressure: See Fastening Above o NOA No: 03-0501.05 �` Expiration Date:11/04/08 Approval Date:10=03 Page 19 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Continued GAFGLAS 480 Premium Base Sheet may be used in -any of the following systems. "CAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6". "CAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped. Surfacing: Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet- Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 3. Deck: C-15/32 Incline: I Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS 975 Base Sheet" (maybe nailed). Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6. Cap Sheet: One layer of Type C-3 "GAFGLAS Mineral Surfaced Cap Sheet". b. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type G1 "CAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C-15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite/urethane composite, phe- nolic,l.0 in. min (offset from plywood joints 6 In.} Base Sheet: One or more layers of Type GI, G2 or Q. Membrane: One ormore layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule): Cap Sheet: "CAFCLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C-15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet- Two or more layers of Type G2 or C3. Ply Sheet (Optional): One or more la ers of Type GI. Membrane: One or more layers ofy"Ruberoid Torch" (smooth or granule); "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Pius" (granulek ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU)—Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B I. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, Isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type C3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional): One or. more layers perlite, wood fiber, glass Fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type CI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C-15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 lbs/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C-15/32 Incline: 1/2 Insulifton (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: Grundy Industries "al IAB Aluminum Roof Coating" at 1.1/2 gal/sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gal/sq. 3. Deck: NC Incline; 1/2 Insulation: One or two layers "Isotherm R", 4 In., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate/composite;. wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type Gl%r C$ mechanically fastened or hot mopped. Ply Sheet: One or more plies Type Gl or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating", 1-1/2 i gal/sq or "GAF Weather Coat Emulsion", 3 gal/sq. 5. Deck: NC Incline: 1 Insulation (Optional); Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. LOOK FOR THE UL MARK ON PRODUCT MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoum Products, Inc. 2400 Spring-Stucbner Road Spring ,TX 77383-1132 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 IVIIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONrRUC!'OR LICENSINC SECTION (305) 375-2527 FAX (305) 375-2553 CO,YI*RACI'Olt ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION ` Your application for Notice of Acceptance (NOA) of- (305) 375-2902 FAX (305) 372-6339 Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modi•fy,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPFCTFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 ff701-4- 4_L4_� Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office X404500011pc2000X%templateAnodce accepunce cover page dog •_•_---. —..:. _.,s..---•- --•— --•..:...:-^-^r___ n-- __— � u................ Lrr.../h........ L..:Llinarnrinnnlin� r•nm Polyfoam Products, Inc ACCEPTANCE No.: 01-0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test metliods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating. 3.2 Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their the assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F -W F'= 2 MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® 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 Polypro® Ali 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA , 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. -shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH 160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 1.60 shall not be exposed permanently to sunk Frank Zuloaga, RRC Product Control Examiner 3 Polyfoam Products I11C ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag Uvouph plaeUc cer"At Paddy (UeneaUa TUe ) NaU though deatk eemenl UndWbyW" Paddy (Beneath Tile) Undedaymwat 1 1 ,tlln Eave curse 2 In Fascia Eave coarse FaacL wecoun only Eaw coupe o^w"� Eave clovers Keep adhulve approz Kap adMthe approx. Five dosurs / In. up from wuphobs / In. up from welowks Odp edge �g Drank Zuloaba, RRC Product Control Examiner 5 Polyfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement / ?�Single paddy`\\\ 3 �under die x3in. Single paddy on 2 In. 4 in. under. • layment Paddy (between tile) Paddy (under tile) tave course Single paddy in. X 71n. medium on top of file sits paddy save Fasda course only Nail through plastic cement Undedayment �In. x 3 In. Single 4In. / 21n. paddy on under. layment Single paddy on top of file bvs Cour s Nail through plastic cement Single paddy under life Single -paddy between the �in. x 3 In. Single paddy on undedayment 2 n. Single paddy Eays Closure on top of t7EAve 21n. x 7 In. medium ourse site paddy save course only fascia Single paddy under ills Single paddy between file 2 In. x 7 In. medium size paddy save course only Drank Zuloaba, RRC Product Control Examiner weepholt Eave closure • Drip edge 7 Polvfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test -supporting data, engineering documents, arc no older than eight (8) years. Any and all approved products shall be permanently labeled with tic manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with die code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of thhis Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acceptance number preceded by die words Miami -Dade County, Florida, and followed by die expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and otlhcr documents, where it applies, shall be provided to die user by the manufacturer or its distributors and slhail be available for inspection at die job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner