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RF-17-2007BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: Miami Shores Village 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 51 ROOFING Master Permit No. Sub Permit No. RECEIVED AUG 0.8.2017 FBC 2014 4C?" 11- 2,00-7 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 3 3 17; Folio/Parcel#: I 1 — 3a.0 -" O\-3 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder):...30-Vve..-C 20. 5 Address: Li S f` q S� City: /`it.ickr" 1 L5J OreS State: BFE: FFE: Phone#: (30S) FL Tenant/Lessee Name: Phone#: Email: Zip: 3 3 i 3 a CONTRACTOR: Company Name: Address: / �n 8 S t City: ..5o Rorc..Lt-5 State: f Gfk (f e t (Coa5/71 AlriPhone#:(3o "Act 8- S-1,57) Zip: 33331 Qualifier Name: BCe - 10t.31 Phone#: State Certification or Registration #: Lt- \ 3 3 to E$ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ ?/ 500, °' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration n New Description of Work: e Ceete .c ei o -t4 • 04- Tile' State: Zip: ® Repair/Replace I/iso• ❑ Demolition Specify color of color thru tile: \'o-cti- roc.,y^ Submittal Fee $ S3m11 C'1 Permit Fee $ % - co CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2074) CO/CC $ Notary $ Double Fee $ Bond $ SW0 TOTAL FEE NOW DUE $ 755 (fo Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMIENT 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 appred and a reinspection fee will be charged. Signature WNER or AGENT The foregoing instrument was acknowledged before me this --2-1-4 day of Ac), \A- , who is personallv_kn_own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this ,20 t7 G ,by q day of jJl ,20. 17 ,by Seal: BROOKE L.IUWY MY COMMISSION #FF954617 EXPIRES: JAN 26, 2020 onded through 1st S to Insu ance APPROVED BY (Revised02/24/2014) _ Jlp�-R�a,✓rti , who is pe):. so I known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Pr Seal: Plans Examiner Structural Review as BROOKE L. LOWY MY COMMISSION #FF954617 EXPIRES: JAN 26, 2020 Bonded through 1st State Insurance *.4c*:r.. r+.r kr rt**************** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2^d Ave Miami Shores, FI 33138 Re: Owner's Name: G—vw 5 Date: 0 -3/c1 d1/Y' Property Address: 4S N£. Roofing Permit Number: Dear Building Official: I J wv\.-C Z_&S certify that I am not required to retrofit the roof to wall connections of my building because: 10 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,E n of the South Fl • i . • Building Code (1994 SFBC) Signature; ] 3 0.A) 7,cwf�S 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. Swom to and subscribed before me this = day of <-)v`. Notary Public, Sate of Florida at Large BROOKE L. LOW MY COMMISSION #FF954617 EXPIRES: JAN 26, 2020 Bonded tnrough 1st State Insurance • When the just valuation of the structure for purpose • lore . taxati. s equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-1130 Property Address: 45 NE 98 ST Miami Shores, FL 33138-2334 Owner JAVIER J ZAYAS KARINA ZAYAS Mailing Address 45 NE 98 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 /2 /0 Floors 1 Living Units 1 Actual Area 1,696 Sq.Ft Living Area 1,294 Sq.Ft Adjusted Area 1,495 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1939 Assessment Information Year 2017 2016 2015 Land Value $215,711 $215,711 $164,082 Building Value $104,052 $104,052 $104,052 XF Value $1,430 $1,430 $1,144 Market Value $321,193 $321,193 $269,278 Assessed Value $321,193 $110,518 $109,750 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction Exemption Value $210,675 $159,528 Homestead Exemption $321,193 $25,000 $25,000 Second Homestead Exemption Exemption Value $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 OF LOT 16 & ALL LOT 17 BLK 8 LOT SIZE 75.000 X 115 OR 14340-3277 1189 1 Generated On : 7/19/2017 Taxable Value Information Previous PriceSale 2017 2016 2015 County 30408-2524 Exemption Value $0 $50,000 $50,000 Taxable Value $321,193 $60,518 $59,750 School Board 07/01/1982 Exemption Value $0 $25,000 $25,000 Taxable Value $321,193 $85,518 $84,750 City Exemption Value $0 $50,000 $50,000 Taxable Value $321,193 $60,518 $59,750 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $321,193 $60,518 $59,750 Sales Information Previous PriceSale OR Book- Page Qualification Description 01/31/2017 $397,000 30408-2524 Financial inst or "In Lieu of Forclosure" stated 09/09/2016 $0 30230-1887 Financial inst or "In Lieu of Forclosure" stated 11/01/1989 $85,000 14340-3277 Sales which are qualified 07/01/1982 $87,900 11513-1892 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/19/2017 IViiami 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 Mia t -Dade The foregoing was acknowledge before me this 2 day of .' ` , 20 l 7 . By � L £ .� who isersonally known to me or has produced as identification. BROOKE L. LOWY MY COMMISSION #FF954617 EXPIRES: JAN 26, 2020 Bonded through 1st State Insurance HAMMOCK GENERAL CONSTRUCTION. INC. Date 6s//� State of : p ic_56 Opt - county of: Before me this day personally appeared sworn,deposes and says: That he or she will be the only person working on the project I contractor signature Dcated at: who,being duly Sworn to (or affirmed) and subscribed before me this day of l BY Bim- /..coy Personally know Or Produced Identification . 2017, Type of Identification Notary BROOKE L. LOWY MY COMMISSION #FF954617 EXPIRES: JAN 26, 2020 Bonded through 1st State Insurance Miami Shores Viiiage Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A. "PY OF QUALIFIER'S STATE LICENCES B. 'COPY OF LOCAL BUSINESS TAX RECEIPT C. (/ COPY OF LIABILITY INSURANCE* D. 4 ---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: Nr-rrN is ("/I-e-e'bk( C.cs^ cftton BUSINESS ADDRESS: / 7g.5 o Sc 5 ,L CITY ,Sr -s ac,rvAt S STATE /-L ZIP BUSINESS PHONE: ( S) - - /SO FAX NUMBER ( CELL PHONE (1 'Q' -l. / /1 QUALIFIER'S NAME: A re_i " QUALIFIER'S LIC NUMBER: C G C_ 13 3 JOSS X33 k CERTIFICATE OF LIABILITY INSURANCE j DATE(MM/DD/YYYY) 04/05/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER South Shore Insurance Inc. 901 SW Martin Downs Blvd Palm City FL 34990 CONTACT NAME: Jennie Duke PHONE 772-426-9973 FAX . No): (561) 370-7023( qF„t) (A c E-MAIL ADDRESS INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Lloyds of London INSURED Hammock General Construction Inc. dba Neptune Window & Doors Inc. 17850 SW 10th Place Ft. Lauderdale, FL 33331 INSURER B : Frank Winston Crum Insurance Company INSURER C : X INSURER D : DAMAGE TO RENTED PRFMISFS (Fa occurrence) INSURER E : INSURER F : MED EXP (Any one person) COVERAGES CERTIFICATE 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 TYPE OF INSURANCE ADDL wSn SUBR wvn POLICY NUMBER ATMT007018 POLICY EFF (MM/DD/YYYY) 03/27/2017 POLICY EXP (MM/DD/YYYY1 03/27/2018 LIMITS EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR DAMAGE TO RENTED PRFMISFS (Fa occurrence) 100 000 $ , MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1,00,000 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — _ — SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Fe accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE .L.$ AGGREGATE _____$ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/ N Y N / A FCWC10316500 , 07/27/2017 07/27/2018 X PER OTH- STATI ITF FR E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Cgc#1522077 Ccc#1331088 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 25 (2014/01) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 LOWY, BRETT HAMMOCK GENERAL CONSTRUCTION, INC. 16780 SW 62 STREET SOUTHWEST RANCHES FL 33331 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our missionat the Department is: License Efficiently, Regulate Fairly. Weconstantlystrive-to-serve you -better -so -that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT -OF BUSINESS AND PROFESSIONAL REGULATION CCC 1331088< : {SSOED:- 01/10/2017 .. y CERTIFIED ROOE1NG,CONTRACTOR Y LOW, BRETT : .4 HAMMOCK GENERAL CONST.RRUCTION, INC. • Z1j3 (850) 487-1395 IS CERTIFIEDunderthe provisions of Ch -489 FS. Expiration date • AUG 31, 2018 L1701100000753 DE -TACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CCC1331088 The ROOFING -CONTRACTOR - Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 LOWY BRETT HAMMOCK GENERAL CQNS,TRJCTION, INC. 17 -860 -SW 70TH PLACE. FORT LAUDERDALE FL 33331 ISSUED: 01/10/2017 • DISPLAY AS REQUIRED BY LAW SEQ # L1701100000753 f BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 954-831-4000 VALID OCTOBER 1, 2016 THROUGH SEPTEMBER 30, 2017 QBE HAMMOCK GENERAL CONSTRUCTION INC �e�pp�#'ROOFING/SHEET METAL CONTRACTOR Business Name: Business Type: (ROOFING CONTRACTOR )i I Business Opened:07/26/2017 f State/County/CertlReg:ccc13 310 88 1 I .K Exemption Code: 1 Owner Name: BRETT LOWY Business Location: 17850 SW 70 PL SOUTHWEST RANCHES Business Phone: 305-298-515.0 Rooms, Seams Employees 4 Machines Professionals For Vending Business Only Number of Machines: Vending Tyne: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 13 50 0.00 0.00 0.00 0.00 0.00 13.50 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A. TAX. RECEIPT Thistax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County andfor Municipality. planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changedor you have moved, the business location. This receipt -does not indicate that the business is legal -or that - it is in compliance with State or local laws and regulations. Mailing Address: HAMMOCK GENERAL CONSTRUCTION INC 17850 SW 70. PL SOUTHWEST RANCHES, FL, 33331 2016 - 2017 Receipt #02C-16-00005601 Paid 07/2.6/2017 13.50 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF T PERTY APPRMSER Summary Report Property Information Folio: 11-3206-013-1130 Property Address: 45 NE 98 ST Miami Shores, FL 33138-2334 Owner JAVIER J ZAYAS KARINA ZAYAS Mailing Address 45 NE 98 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,696 Sq.Ft Living Area 1,294 Sq.Ft Adjusted Area 1,495 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1939 Assessment Information Year 2017 2016 2015 Land Value $215,711 $215,711 $164,082 Building Value $104,052 $104,052,, $104,052 XF Value $1,430 $1,430 $1,144 Market Value $321,193 $321,193 $269,278 Assessed Value $321,193 $110,518 $109,750 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment $50,000 $50,000 Taxable Value Cap Reduction $59,750 $210,675 $159,528 Homestead Exemption $25,000 $85,518 $25,000 $25,000 Second Homestead Exemption Exemption Value $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 OF LOT 16 & ALL LOT 17 BLK 8 LOT SIZE 75.000 X 115 OR 14340-3277 1189 1 Generated On : 8/8/2017 Taxable Value Information Previous Sale 2017 20160 2015 County 01/31/2017 Exemption Value $01 $50,000 $50,000 Taxable Value $321,193 $60,518 $59,750 School Board 14340-3277 Exemption Value $01 $321,193; $25,000 $85,518 $25,000 $84,750 Taxable Value City Exemption Value $0 $50,000 $50,000 Taxable Value $321,193 $60,518 $59,750 Regional Exemption Value $0 $321,1931 $50,000; $50,000 $60,518. $59,750 Taxable Value Sales Information Previous Sale Price OR Book - PageQualification Description 01/31/2017 $397,000 30408-2524 Financial inst or "In Lieu of Forclosure" stated 09/09/2016 $0 30230-1887 Financial inst or "In Lieu of Forclosure" stated 11/01/1989 $85,000 14340-3277 Sales which are qualified 07/01/1982 $87,900 11513-1892 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/8/2017 • Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 45 NE 98 Street Miami Shores, FL IMAM Owner Information Address Permit Issue Date: 8/8/2017 Permit NO. RF -8-17-2007 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 02/04/2018 Parcel Number 1132060131130 Block: Lot: Phone Applicant Cell JAVIER ZAYAS 45 NE 98 Street MIAMI SHORES FL 33138- (305)318-6738 45 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone HAMMOCK GENERAL CONSTRUTION (305)298-5150 Cell Phone Valuation: Total Sq Feet: $ 7,500.00 1750 Type of Work: Re Roof Additional Info: RE- PLACEMENT OF TILE ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $4.80 $4.13 $4.13 $1.60 $275.00 $9.00 $6.40 $805.06 Pay Date Invoice # 08/08/2017 08/08/2017 Bond #: 3474 Pay Type RF -8-17-64813 Credit Card $ 755.06 $ 50.00 Cash $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA construction and zo Authoriz Building August 08, 2017 ertifyhat all the oreg' ••i formation is accurate and that all work will be done in compliance with all applicable laws regulating ut• u�• �•,•we amed contractor to do the work stated. Contractor / Agent August 08, 2017 Date 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form / Motor Perm t No. Promos No. Contractor's Name o�..,m� c. - tic -^e royl <� �� +�-L-�J�•�� Job Address 4 ._117 2 ROOF CATEGORY 0 Law Slope 0 Mechanically Fastened The 121 MortaltAdbeslvot.t to O Asphaltic 0 Metal Panel/Shingles Q woodShiin leslghat at Shingl3c .. . Aqt there • 0 Prescriptive BUR -RAS 150 Gas V@pt Stack$;.. `J• • ROOF TYPE No ....' Type: N1t1IPI .J LP.QiX -1 CP Now Roof ® Re -Roofing 0 Recovering 0 Repair .. . g laintensoc e . • • ROOF SYSTEM-1NFORlMATION- :• •.'.• Low Slope Roof Area (SF) Stoop Sloped Roof Area (SF) Total (SF) o ••• • .. .. Se oin _(Roof Pi n Sketch- Roof Pian: Wustrat a all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated prosoure zones and location of parapets. 4- . • • • . • • • • • ors al*R �.IE 111 ODI ■ s num. r. �Abit aim a ■ a a �►" zo Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: R o c,.\ , - .. is L c.- rNotice Noticeof Acceptance Number: 16 - C) -4"k \ . ca S Minimum Design Wind Pressures, If Applicable (From. RAS P1: _3I\•\ P2: - Qi3, .\ P3: `‘- 127 or • ' • •• •• • • • Caic tatirnis): : •••••• Maximum Design Pressure (From the NOA Specific System): - ••• • •• • • • • •••• C of tiie attachmont: k) o \&^�,cc-'me_. Foo-*' • S ' • • • • ethod , . �—' Roof Slope: :12 . . . .. . Steep Sloped Roof Syste Description Deck Type: ... . .. • • • . • • .... • • ype Underlayment: nsulation: Ridge Ventilation? 3o \.k.• ASST rA Na, \eJ, cl c h Pe( - re Barrier: qi)c astener Type & Spacing:1 i _ 66., T c, 3a. (r� 0..5 N Is Wo c F t till. f 6"oc "na •reel Leis dhesive Type riT/74- ype Cap Sheet: pp\ 4�ti6G T& .A1Jo/} ) 5 - Covering: a9v)(\‘6'100 Type & Size Drip dge: 1 3x 3 G-v.lJw.,- zt.,K o-• 1-a.v114/ I •- y'‘ c_ 4 s p� Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based We systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr. If the M r values are greater than or equal tea the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:.me6‘\ z). •301 = )1• "3i ) - Mg: 6.1-6 . a 3 • oo NOA Mf 38' 01.0• 'IG)- Mg: b • 9'4 =141,.21.1:1_3 N©A Mf S8:7-• .... • (113:-t..,.» zl..301 = 3©.31 )-Mg: 4.36=M.. d3•SS NOAH ?.4..7- .... .. . .. . . . .• . Method 2 "Simplified Tile Calcuaation Per Table Belo** • • • • • • Required Moment of Resistance (Mr) From Table Below 30. `".. NOA ii'r.. t .I • 3 . .... . Por Required Moment Resistance* - - - . • • . • Description 15' 20' 25' • 4 . • • . • .30: • • • r!0' Man. Root Hstght — Root Slope I 212 34A 38.5 38.2 • .; .• • 4&2 3:12 322 34.4 34.0 • /PI VI 4:12 30.4 322 332 ' - - 35.4 "-Et; 5:12 /.4 30.1 F, r.a Average Tile Weight 8:12 28.4 28.0 29.4 30.5 32.4 y:12 24.4 25.9 27.1 29.2 30.0 *Must be used in conjunction with s Putt of moment based Pte systems endorsed by the Broward County Board of Rales and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' -with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : s l: = z w: _ ) - W: x cos a:.__ = Fri: NOA F' (P2:—.x1:—_.=__—z w:_. )-W:_zcose:___= Fre NOA F' (P3: _— z l: __ - x w• _ ) - W:..._ z cos e: — = Fra: __— NOA F' . • • • • Where to Obtain Information Description S mbol Where to find Design Pressure Pi or P2 or P3 RAS 127 T> . e 1 or by as engineering . , .. eia prepared by FE based on ASCE 7 Mean Roof Height H lob Site Roof Slope 8 Iob Site Aerodynamic Multiplier al. NOA , Restoring Moment due to Gravity . MA NOA Attaehmortitesistance Mr NOA T Required Moment Redrawn M.r Calculated Min um Att cbsnua Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions a= length w= width. NOA All calculations must be submitted to theBulidiug Official ntthe time ofperruit application. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. •••••• .•.• if] .J Z Aesthetics -Workmanship: the workmanship provisions of Section R4442 ail for tt 'pryppse of providing that the roof system meets the wind resistance and water instruction perkIrtithtt standatds.' Aesthetics (appearance) are not a consideration with respect to workmanship provi5nAestheti .iAdes such as color or architectural appearance, that are not part of a zoning code, should kopdressed aispari of the agreement between the owner and the contractor. • • • • • • • • ••• •• ••• • 27 1 J 7. Renailing wood decks: When replacing roofing, the existing wood roof deck may have.to be renailed in accordance with the current provisions of Section R4403. (The roof decl;is usually coropied prior to removing the existing roof system).•• • • . Y.—) )2 Common roofs: Common roofs are those which have no visible delineation between neigNoring 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 to be performed. 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. 5� J 7i _ 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. Pounding can be an indication of structural distress and May require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 671 3 Z 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 Sections R4402, R4403 and R4413. IJ J Z Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be redu • • It may be beneficial to consider additional venting which can result in extending the service fife of the Owner Agent's Signature Date 1 Contractor Signature Dat Revised on 7/9/2009 LD MIAMDE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidatle.etw/cconomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructior>,Ixiaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-11roduct Confliection to•l :. used in Miami Dade County and other areas where allowed by the Authority Having Juriscrietion'hr(AH4 • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoYnt}=Product Control Section . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve t3te•ripht to tr.* his pro 1ti : or material tested for quality assurance purposes. If this product or material fails to performtiteche accepted manner, !l•, manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•Ottlfy, of t1 1j d thew - of such product or material within their jurisdiction. RER reserves the right to revoke'itis accep%aiice, if itis':' determined by Miami -Dade County Product Control Section that this product or material iairsetoameet 4he riquirements • of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with *the Floridt'1 ilOing 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. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset' AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset*AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications TAS 101 N/A N/A N/A .. • . • •••• . . . Producf Description • • • • • . • • Two component pQ4rrethane.fr?dtfi.adhesive •... •.•. ••..• .• . Dispensing Equipmegt •. • • .. • Dispensing Equipment• • • . • •• • .. . 1 • • ..• . ... • .. • PRODUCTS MANUFACTURED BY OTHERS: 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: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 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. MIAM4DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division .... • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 . . • • (14/519/93 . .. . . .. .• • • Southwest Research Institute 01-6743-011 ASTM E 108 • •ff/it/94 • • 01-6739-062b[1] ASTM E 84 01/16/95 • • • • • • Trinity Engineering 7050.02.96-1 TAS 114 •••• ••• f 14/96 • 3 P36700.04.12 ASTM D 1623 ..•..• 1WT 712 • P39740.02.12 TAS 101 02/21/12 •• TAS 123 • • •• • • . . • • Celotex Corp. Testing Services 528454-2-1 TAS 101 •• • 1bi23/98 • 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 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polysete AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polysete AH -160. 2. ICP Adhesives Polysete 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 Polysete 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 Polysete AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhasii.es and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the au+ltority having •: • . • . jurisdiction. •• • •••••• •. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment ised before Application • of any adhesive. The mix ratio between the "A" component and the "B" component slap, pe maintained between 1.0-1.15 (A): 1.0 (B). • • 6. ICP Adhesives Polysete AH -160 shall be applied with ICP Adhesives Foam DispenW IkTg 1000 et 7E Adhesives ProPacke 30 & 100 dispensing equipment only. • 7. JCP Adhesives Polysete 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 minute%after 1CP.4gthesives . • • Polysete AH -160 has been dispensed. • • • • .• . • 9. ICP Adhesives Polysete AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•QADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration 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 Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles Alt 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 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at• overlap 0.00 12 gramsspejpaddy 0.00 0.00; ` 0".'. ' ••• • 0.00, Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each ••••• bead 0.000.00 0 17 grams,per bead • • • •••• • • 0.00 •• •••• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • • • • 34 gran under pall'• • LABELING: 0 • • • • • • • • • •• • • • • • • • • • • • • ••• • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the •0 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. MIAMFDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Mk through plasck carn.nt Paddy IB•naash Tia) y die%raquirady Undrr#aym.ne r. °sem ���� N`\ Nail through plastic cement )when required) tind.rlayrwnt l if — Fascia MIAMI•DADE COUNTY 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 closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • • • • . •• • • •••• • •• • • • • • • •. • • • .••• • Medium Profile / Double•Isnn'File • • • • • • •••• • • •• • 1. Starting at the eave couiri@,.a ply a fr iatr ium 2" (50.8 mm) x 10" (254 rnraa).x d" (25.4 min) foam • • paddy onto the underlayment positigral h shoNM • • • • under the pan portion of the tije clos'bst to the • • • overlock of the tile beiget. • • • • • • m 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 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. 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 Mail #hroonk plastic cement {when required! __Paddy {Beneath Tile) / '+ -~- Undsrlwymsnt • y� `- MIAMI-DADE COUNTY 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 (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 I" (25.4 mm) foameNy onto the underlayment positioned as slaoivn undgr t1e strengthening rib closest tpe•Qverloeli,pfllie tile being set. • • • • •... •••• • Continue in same manner �iisure appro.imtltely 1 f • • • • (64.5 cm2) - 12 (77.4 cm2) sgaa> inch ft1 Sive contact with the underside t5f the tile. • • • •• •• • • Medium Profile / Double Pafalle: • • • • • • • ••• • • • • • •• 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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) MIAMI-DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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-tkf pan portion of the tile closest to tj11r overloCk of the tile being set. .. . .. ' ' .. . . 3. Continue in same manner.•. .11re apprq i ately 1 '•'• • • (109.7 cm2) - 19 (122.6 Ctrl;)„ juare itigb Arhesive• • • • • • contact with the undersidaof 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 Flat/Low Profile Tile Nasi through plastic cement {when required) Singe paddy under tile Paddy (between tiles) Paddy funder tile►. Eave Course Medium Profile TIIe MIAMI-DADE COUNTY APPROVED Eave Closure fascia 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile ... • 2. Apply a4" (101.6min) x4:' (101.6mmWx 1" (2S.4... mm) foam paddy onto tfieutiderlaxtmlept just below• the second course line•paiititmed foam paddy under the strengthenirteM fbr flat tile' or unde: the.: pan portion of the tile•chosest to the'undarlock tor • the second course tile jQ,beijistallect,%t%sure • • approximately 8-9 in2J A-58.1 ctif tLPadhesiA • • • contact with the underisida of the tile. • .' . . . . • . (Instructions continued on htxt 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 . - Single paddy under the (when required) Battens optional Paddy (between tiles) Paddy (under tile) x 4 in. single 2 x 4 inn. paddy on top otle-- Loin. Fasda Weephole Eave dosure Drip edge High Profile The MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x4"(101.6mm) x3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. ••• • • • • • •••• • • • •• • •• • • • • •• • • • •� • • •.•• •••. . • • • • • .•.• ..•. .• • • • • • • •• •. •. • • • • • • • • • • • • • • • • • • •• • ••• • • • 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. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications (when required) Sheathing Eave closure (motar 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 MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 7h.(451.6 cm2) square inch adhesive contact with.theeundersi�da... •of the pan tile. • • • • •• • • e e• e • .. • e 3. Turn covers upside tlbWif Exposing the undeMck..: of the tile. Apply a iginimiim x°10" • (254 mm) bead of aig wa directly op the inm • . • edge of each side ottlit.Over till. J i'ie approximately 3/4" 4J 8.rnm) to 1" (25.4 mm) . • from the outside edge oot;ie tile•inward, free.ef.:• i...... foam to allow for elparlsign. • • .. . ... . • • 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 I1 of 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA). Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mi amidade.cov/eco nomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product central Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserv$ the1ight to It ethis • product or material tested for quality assurance purposes. If this product or material fails tiairgrm in. tha.aocepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immedidgsl •revoke, mgctify, or • • suspend the use of such product or material within their jurisdiction. RER reserves the riglbt.to,revoke tjyz acceptai►Ce' •: if it is determined by Miami -Dade County Product Control Section that this product or matesisl tails to rnaat'the requirements of the applicable building code. • •• •• •• This product is approved as described herein, and has been designed to comply with the Flbritl'a CUde • • 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. t4L4MI DADE COUNTY APPROVW NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR -Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI I.1ADE COUNTY APPROVED Dimensions 65' x 3'3-3/8" Or 65' x 3' 60 mils thick 61' x 3'3-78" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'3-3/8" 60 mils thick 65'8" x 3'3-78" 60 mils thick 32'10"x3'3%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-Ala/polyester reinforced waterproofing membrane. Dhitl as a metal roofing and roof tile Unelerlayment .. . • • • A rubberized asphalt self-adhaag, glass-fiber/polyester . reinforced waterproofing me..l?,ieane. Des4giiad as a len' roofing and roof tile underlayrntmt. • •••• • A rubberized asphalt self-adberinA, polyecterreinforced waterproofing membrane. Ipes,•ied •as a a roof tile • • • underlayment. • A rubberized asphalt waterproofi• ng mexana, glas- fiber/polyester reinforced, with a granular sutPace designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For 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 Azency Test Identifier Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. P 1 0870.09.08 -RI P 10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & AS;' 1.15 623 ASTM D1623 TAS 103 & TAS ASTM D 1970 & TV 440. TAS 103 & TAS 118•• ASTM D1970 & TAS:20: .. .. TAS 103 • • TAS 103 • • TAS 103/ASTM D479g & €155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 . "' 07/02/ 13 ' 5/12/14 •„• 18/03/14 .10/07/14 . •••40/17/14 ••••86/27/16•:••. .••.(56/27/1t•••• • • • • • • • 09/29/06 •, :...32/10/0x•••• 07/06/01. • • • • • 04/01/08 11/09/09 02/18/10 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. MIAMI-DADE COUNTY APPROVED 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. MIAMIIDADE COUNTY AMID VED 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(I): 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, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type I: Wood, non -insulated ••••• • Deck Description: Min. 19/32" plywood or wood plank . • • . •••• • ..• .. . . System Type E(2): 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. ara miiumum'4'.hdd 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 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) 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. POAMI RADE COUNTY NOA No.: 15-0410.04 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-''A" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward, in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. .... 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assebly'rren•••••• Pitict Comreil • Notice of Acceptance. .' '. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The Shing tapq, shall be. • pressed in place and formed around the protrusion to ensure a tight fit. A second layot:of Poly stiakchall 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 MJ'S Plus mat: used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems aid 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. Exposure 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 MOAMt DARE COUNTY APPEiQY3 NOA No.: 15 0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 7. 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. 8. 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. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6. G Polystick TU Plus, TU P, Tile Pro,. Dual -Pro Polystick TV Mtx Polptick MIA Pius Flat Tile Prohibited without battens 4:12 6:12 6' t2 • • .°1:•142. •• • Profiled Tile Prohibited without battens 4:12 6:12 . 6;12. ' ••••• •4 12 • ' •••• • .• • • • • • • The above slope limitations can be exceeded only by using battens in accordance will; tl,e 1kpproypiloirie System • Notice of Acceptance and applicable Florida Building Code requirements. When battanis•are required, they shall • • • • be utilized during loading and installation of tiles. • • I0.bpd tp avoi I dropping of • Care should be taken during the loading procedure to -keep foot traffic to a minimum 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. 0. 0 N N r io I4APII OADE COUNTY r� • Fbof Deck prepared with POLYST1CKTU Plus 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 15-0410.04 Expiration Date: 09/13/21 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 P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES • ... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SIVf1 C APPI:Ir iTIONS. . LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECCINCHEINDATrQ4S. • • . . . 1. Polyglass does accept the direct application of Polystick underlayment membranes decks, •Installersa'.r •: cautioned to refer to applicable local building codes prior to direct deck installation tb•eiture this•is ceptable: • • • 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 relge se am as per Polyglass . • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I'/8" mgta hi( as • required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at'a minimum •; of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area7area para•cl&var" 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 Polyphis 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 #9 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"112" 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. MANI DADE COUNTY APPROVED 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 (NOA) approval for Polystick membranes can be furnished 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 our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). .... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE lelf APPLttAF1ONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMDLF,1jDATIgl .. • END OF THIS ACCEPTANCE MIAMI CADS COUNTY AP►PEAYEC . . .... . . .... . .. •• • .. .. . . .... . • .• .. .. • • .. . . . . ••. . .•• . • • • . • :. • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.vv/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdition.(AHJ) . •„• • • • .. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County product Co i cfSectiort (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve th i ight to havethis . product or material tested for quality assurance purposes. If this product or material fails toy*tft n in the ttegpted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mbbffy, or suspend the use of such product or material within their jurisdiction. RER reserves the righj.te.rpoke the.a.ceptance, if it is determined by Miami -Dade County Product Control Section that this product or material ,ils to meet the requirements of the applicable building code. . • • • • This product is approved as described herein, and has been designed to comply with the Flgrid§uildirtg one . 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 renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED et I NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 . ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Bora! Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Saxony 900 -Slate Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces MIAMI-DADE COUNTY APPROVED Dimensions Length = 17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 • • • • • •• • Prole. eb. Desctitftfee Flat profile, interlocking, 1J1.-ftssureiiiided • concrete roof tile with two n iTholes. Fpr direct de,Fjj. • • batten, mortar set or adhesiveset applicat�oas'. • . • •• • • •• • • • • •` • • Flat profile, interlocking, tighip;essure extruded concrete roof tile with twqnail.holes. po/t•t1irect d •ck, batten, mortar set or adhes'iwe`seP applications. Tog surface produced with 4 different configura4ions: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. 4. INSTALLATION .... . • . .... . . . . .. . .. . • . .• . . • .. . . 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componer ts: hall bei stalled in sTrict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS .124t, • 4.2 Data For Attachment Calculations •• •• . . • Table 1: Average Weight (W) and Dimensions (1 x w ) ••••' Tile Profile Weight -W (Ibf) Length -I (ft) '.. ' : Width -w (ft) : ' • • Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 • : 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Aeencv 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 MIAMI•DADE COUNTY APPROVED Test Identifier 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 RI.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Report Date Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 1.02 (2 Quik -Drive Screws, Batt !ns� • Static Uplift Testing TAS 142.... (1 Quik -Drive Screw, Direct Deek)•• Static Uplift Testing TAS 1j12•••. (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 March, 1994 Feb. 1995 • Veba •1995 .... 4a?ch', 1995 • . . jV1a?C11, 1993 •..• • nuc: .1994 • 444..1991 •. . • Adg;1994 July 1994 Sept. 1993 . . • • • Physical Properties Aug. 1994 TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 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 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 •... '•••.' 22.1 •••• 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 • •.3'S.5 .. '••'•' • 34.8 • •.•• 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 ••319 _••••_ -•••• • 32.2. .... - Table 5: Attachment Resistance Expressed as a Moment Mt atilt f) • • •• •• for Two Paddy Adhesive Set Systems ' • ' • ' • ' •••• •••• Tile Profile Tile Application :Miniiium Attachment... : • • •Resistance : . . Saxony 900 Slate, Shake & Split Shake Adhesive' 31.328°1: 3 Large paddy placement of 45 grams of Polyset® AH -160. 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBondT"' 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. Table 6: Attachment Resistance Expressed as a Moment - Mt (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 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH -160. 4 Medium paddy placement of 24 grams of Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 5 Tile-Tite Roof Tile Mortar MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval. Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH 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 Mitt code tit Aider to • NAIL HOLES properly evaluate the installation of this system. • • • • • •• PROFILE DRAWINGS • . . . • • • • . . .. . . ... . . . UNDERLOCK 1 SAXONY 900 - SLATE MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS 1-9/32" (Shake) 17" Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE MIAMI•DADE COUNTY APPROVED . • .. • • • • • •••• • • • • • •••••••• • • • • • • .. ....• • • . •• • • • • . •.. • • • .. • • • ..• NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE MIAMIDADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8