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RF-18-1095Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address �m it Issue Date: 4/26/2018 Permit NO. RF-4-18-1095 Permit Type: Roof Worts Classification: Tile/Flat Permit Status: APPROVED Expiration: 10/23/2018 Parcel Number Applicant 1163 NE 92 Street Miami Shores, FL 33138- 1132050270350 Block: Lot: MIGUEL AND CRISTY PARRA Owner Information Address Phone CeII MIGUEL AND CRISTY PARRA 1163 NE 92 Street MIAMI SHORES FL 33138- 1163 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) JOHN BUSTA ROOFING INC Phone (305)219-9699 CeII Phone Valuation: Total Sq Feet: $ 22,000.00 2799 Type of Work: Re Roof Additional Info: RE -ROOF FLAT AN SLOPED ROOF USING C Classification: Residential Scanning: 4 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 $13.20 $4.50 $3.00 $4.40 $300.00 $12.00 $17.60 $854.70 Pay Date Invoice # 04/26/2018 04/26/2018 Bond #: 3725 Pay Type RF-4-18-67299 Check #: 2158 $ 804.70 $ 50.00 Check #: 2157 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionrttjrrg7Futheymore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent April 26, 2018 Date Building Department Copy April 26, 2018 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL 1163 NE 92 Street JOB ADDRESS: Q ROOFING ❑ REVISION PUBLIC WORKS ❑ CHANGE OF CONTRACTO R 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 rzParltrAVED PR 2,,,2018 BY —1C0 FBC 20 I �t Master Permit No. P— I C7 ` 1096 Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 11-3205-027-0350 Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Miguel A Parra Address: 1163 NE 92 Street NO X BFE: FFE: Phone#: 786-252-2917 Miami Shores City: N/A Tenant/Lessee Name: Phone#: miguelparra@mail.com Email: Florida State: 33138-2934 Zip: N/A John Busta Rfg. Inc. CONTRACTOR: Company Name: Address: 300 N.E. 91 Street 305-219-9699 Phone#: Miami Shores City: Qualifier Name: John Robert Busta Florida 33138-3130 State: Zip: 305-219-9699 Phone#: CCC-058048 N/A State Certification or Registration #: Certificate of Competency #: N/A N/A DESIGNER: Architect/Engineer: Phone#: N/A N/A N/A N/A Address:City:22,000.00 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Reroof flat and sloped roof using concrete color/thru roof tile. Description of Work: • 2799 SF Specify color -of color. thrutile: cS /i(/ Submittal Fee $ SO ' Q� Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ • CCF $ CO/CC $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ O O TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City N/A - - ' State N/A Zip N/A N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State N/A Zip N/A N/A 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. CSignaturel NER or AGENT The foregoing instrument was acknowledged before me this 20th. day of April 20 18 , by Miguel A PARRA who is personally known to me or who has producedQOR1 Ai/l rI/ as identification and who did take an oath. NOTARY PUBLIC: Sign: &j& ' Print: si9,v,O,em - - - Seal: i �',y' •., SANDRA ANN BUSTA •` = MY COMMISSION i FF 159120 EXPIRES: September 14, 2018 Bonded Thru Notary Public Underwriters ******************t$*$*$***** APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this 20TH. 18 day of April 20 John R. Busta by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: a.,eQnaL. Sandra A. Bus. MY COMMISSION t EXPIRES: September 14, 2018 %•••• cf•• Bonded Thru Notary Public Underwriters *****************************$**************************************t****** iitt Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-027-0350 Property Address: 1163 NE 92 ST Miami Shores, FL 33138-2934 Owner MIGUEL A PARRA CRISTY P SIERRA Mailing Address 1163 NE 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/1 Floors 1 Living Units 1 Actual Area 2,098 Sq.Ft Living Area 1,798 Sq.Ft Adjusted Area 1,948 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $337,500 $314,250 $285,750 Building Value $135,581 $135,581 $136,711 XF Value $29,487 $29,848 $19,869 Market Value $502,568 $479,679 $442,330 Assessed Value $337,232 $330,296 $328,000 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $165,336 $149,383 $114,330 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 23 BLK 2 LOT SIZE 75.000 X 125 OR 18142-0625 0698 1 Page 1 of 1 Generated On : 4/26/2018 Taxable Value Information 1 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $287,232 $280,296 $278,000 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $312,232 $305,296 $303,000 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $287,232 $280,296 $278,000 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $287,232 $280,296 $278,000 Sales Information Previous Sale Pace OR Book - Pa a 9 Qualification Description 08/05/2011 $388,000 27797 2353 Qual by exam of deed 06/01/1998 $184,000 18142- 0625 Sales which are qualified 12/01/1992 $0 15768- 2614 Sales which are disqualified as a result of examination of the deed 11/01/1991 $130,000 15294- 2777 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 4/26/2018 John Busta Roofing, Inc. im 300 NE 91 Street Miami Shores, FL 33138 phone: 305-219-9699 email: jrbusta300@aol.com April 20, 2018 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at: 1163 NE 92 Street Miami Shores, Florida 33138-2934 Sworn to (or affirmed) and subscribed before me this 20t1'.day of April 2018 by Personally known X sc„,0Q.A.m. Sandra A. Busta Print type or stamp Name of Notary i :1' i:: SANORA ANN BbSTA MY COMMISSION i FF 159120 a' EXPIRES:.September 14, 2018 x..„ Bonded Thru Notary Parc Underwriters i Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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. State of Florida County of Miami -Dade The foregoing was acknowledge before me this Lw . day of /7Pki-- By M/CZt,ZI DARPA Fcae/a9 D,Plr/su/SC Notar)S CA- 94A41,1 SEAL: ,20/p. who is personally known to me or has produced as identifL SANDRAANN BUSTA MY COMMISSION t FF 159120 EXPIRES: September 14. 2018 Bonded Thru Notary Pubic Undevwdters Miami whores Viiage 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 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: H/c tEL , A f7 AR A Property Address: Roofing Permit Number: Dear Building Official: Date: CV' ZO• AO/ N/ 311 L-, -PAPA certify that I am not required to retrofit the roof to wall connections of my building because: s The just valuation for the structure for purpose of ad valorem taxation is Tess 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) oek, `Signature' Mi A VA i Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this iO71 . day of L._ —20/ ��J�/ ' �"' C%... ': MY COMMISSION b FF 159120 ,201 .. %, EXPIRES: September 1 Notary Public, Sate of Florida at Large ,. Bonded ThruNotaryPublicUnderwriters • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 2/5/2018 Property Search Application - Miami -Dade County MIAMI-DADE PROPERTY APPRAISER When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full IMPORTANT market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: Miguel Parra Back to Search Results PROPERTY INFORMATION Folio: 11-3205-027-0350 Sub -Division: BAY LURE Property Address 1163 NE 92 ST Miami Shores, FL 33138-2934 Owner MIGUEL A PARRA CRISTY P SIERRA Mailing Address 1163 NE 92 ST MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 1 UNIT Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 2/2/1 1 1 2,098 Sq.Ft 1,798 Sq.Ft 1,948 Sq.Ft 9,375 Sq.Ft 1956 4 Map View. Layers. http://www.miamidade.gov/propertysearch/#/ 1/3 2/5/2018 Property Search Application - Miami -Dade County Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Assessed Value TAXABLE VALUE INFORMATION 2017 Aerial Photography 80f Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice 2017 2016 2015 $337,500 $314,250 $285,750 $135,581 $135,581 $136,711 529,487 $29,848 $19,869 $502,568 $479,679 $442,330 $337,232 $330,296 $328,000 2017 2016 2015 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $287,232 $280,296 $278,000 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $312,232 $305,296 $303,000 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $287,232 $280,296 $278,000 http://www.miamidade.gov/propertysearch/#/ 2/3 4,a31%o/' RE: Permit # r ~ q-/g- it/y(7 INSPECTION AFFIDAVIT -TO/AI �D: ER.7 eas-7;4 licensed as a FS 468 Building Inspector (Print name and circle License Type) License #: CU- — 05- '© hores illage Building Department 10050 N.E.2nd Avenue Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 0✓`- 09- ,ZO/g Engineer / Architect, On or about /A y g 714.6 //230A/14 1 did personally inspect the roof deck nailing work at (Date & time) //'3 it//E 9z (S -7 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 916 day of 7i!>/ Notary Public, Sate of Florida at Large SO , SANDRAANNBUSTA MY COMMISSION # FF 159120 EXPIRES: Se temLer 14, 2018 Bonded Thru Notary Public Underwriters 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Dnirion,4 nn r7Hnnn1 nu 11i nnn0 ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami, Florida 33175-1174 Tel : 305-823-8008 / 305-397-6414 Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com October 26, 2018 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138-3130 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1163 Northeast 92 Street Miami, Florida Information provided by client:: Permit Number: RF4181095 Date Completion: October 23, 2018 Roofing Contractor: John Busta Roofing Project Number: 18-1474 (Testing Laboratory Certificate # 16-0602.01) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the I roof is less than 40 feet above ground surface. '[he type of tile used for this project was reported to be Boral Flat Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test p.er square in the perimeter area, ridge caps and one (1) test in each corner were conducted. P `^S"'_'"'�. w�m..J .. i• ..nc.. ., � Based on'ourrtest results; we conc�ludeythat ��e mstalation of�the: roof the at the above referenced p%ect meets the test requrrementoutlmed nr the above1 .mentioned protocol Attached please find a copy of our:test report for yourireview zw ,,,,i . ,:.-. ` Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1163 Northeast 92 Street Miami, Florida Submittals: Cover Page Page 2 thru 5 of 5 Drawing 18-1474 Reileh Engineering Corporation -- Project Number - 18-1474 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 1163 Northeast 92 Street Miami, Florida Project Number: 18-1474 , Test Number ` _ Test Load 0b00_ '', . __ __ .Test Status. 1 35 Pass 2 35 Pass 3 35 . Pass 4 35 Pass _ 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass ` 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 18-1474 — Page 3 of 5 Test Number Test'Load (lbf), _ . Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 18-1474 — Page 4 of 5 Test;Number ry, - ` : Test,Load,(lbil Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass Test 1-12 Comer, 13-19 Ridge Caps, 20-30 Perimeter, 31-59 Field Reileh Engineering Corporation -- Project Number - 18-1474 — Page 5 of 5 NUMI3ft? OP TEST FIRV = 29 Kt;IM1fl = 11 COPNtl = 12 f?Ifn CAP = 7 PUIMM = 800 5r COUP = 60 SF PkIl\eftR I715TANC, a = 3' COlf; AJA = 3' X 3' kit2CC CAP 11;5T LOCATION 1317eNO11;5 t3 OKaN 111,E I, I7eN0Te51,005� 111.E APPtzOX. POOF 1t5T ILOCA11ON5, AMAS, ANf7171MTNSIONS 18-1474 work at kJiiami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# RE `'7r/g- /OQ,S DATE: 05' 09- Xo/g INSPECTION AFFIDAVIT I -ate,<i i7�ERT eas7A licensed as a ( Engineer / Architect, (Print name and cirde License Type) FS 468 Building Inspector License #: CC,C ' as'g0 On or about /WAY g l%). g //.'3OAN4 , I did personally inspect the roof deck nailing (Date & time) //63A/E9z i. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 4. day of Notary Public, Sate of Florida at Large 561,44.OL actts. • ,frr Py" MY COMMISSION # FF 159120 A: r:• EXPIRES: September 14, 2018 A of Nd:' Bonded Thru Notary Public Underwriters *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection po k 1, l71111PM11A% l)1/OMD wU INTERNATICNALC-ODE'COUNCJL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. (8. l 095 Process No. 1 Contractor's Named///(/ , /S 7iq /QR; Job Address 1/ 63 /{/f 9z 6'7: IN Low Slope O Asphaltic Shingles 0 New roof 0 Repair Low Slope Roof Area (SF) p5 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF)g.3.59Total (SF) 2799 • • • • • •• • • ••.• • • 0000 0000 ••.• • •••• • • • • IIMortar/lobe a Set Ties ❑ Wood 9lrngles/Shakes•• •• • . • • • • • • • • . • 0 Maintenance Reroofing • Recp/dtYIt. •• • •••q•• • •••1.• r • . • . •••4. . • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 34-0 g� 11111111111r/ll1 �►►� liPllill j��'*,� t �E/Amiz � �� a ti Lfz. "�� r ! NEM ■ ��J �_""_� T w i1 _ 126 � �� i f r. •. l I- �. • il , I . .-• ' 0 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun S, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 1 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (LowSlope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer P 2L Y '..A5 , Product Approve /7 m /O , 09- Design Wind Pressures, From RAS 128 or Calculations: P1:`4?, F P2: 7/ 7 P3: / 0 Max. Design Pressure4rgm the specific product 1 approval system: —t7" .,� 1 1 I 3 d GaugefThickness: i i! SIo„fgAS j / Anchor/Base Sheet & No. f Ply(s):i-LA 1 1 , 1 Anchor/Base Sheet Fastener/Bonding M to ali//1'i y ✓.C.A X' ErA✓ Gd//" ��.�: NleS y �1 _ I Insulation Base Layer /A ,Q4ZO .co 1 Base Insulation Size and Thickness: /i/f 1 Deck: Wood / ,/ Type: o d I"' ©e / & Top PIy Fastener/Bo n t rjal: -A' ,�"'' 2 Surfacing: ///1 1 1 1 I •• . .... •I • • • . ... .I•... •• Woodblocking, Gutter, Edge Temnpation; Strippirk 1, Flashing„ •• • • Continuous Cleat, Cant Strip, Base Flashing, Cwrlerflashing, 1 • 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 1 Comply with RAS 111 and Chapter 16. I Fastener Spacing for Anchor/Base Sheet Attachmgrnti , / �� yy0• •....• Field- w ' oc @ Lap, # Rom.�• „ oc • Perimeter: " oc @ Lap, # Rows :' � nib- . .. .... . Comer: f% " oc @ Lap, # Rows `.74' V. "Vt. • . Number of Fasteners Per Insulatioh•r21-t • • • • Field /0 Perimeter N .... Comer /(�/A •Illustrate Components Noted and Details as App lM&:• 1 1 Base Insulation Fastener/Bonding Material: Top Insulation Layer: /WA Top Insulation Size and Thickness: /f//} 1 Toes/% Ition Fastener/Bonding Material: 1 Base Sheet(s) & No. of PIy(s): A ', OW Base Sheet Fastener/Bondin Material: [ (CFE 8Wif A/iPM Fal- RE( �V S4V 1�t j ci-& 't7 s lFcjf f , k7 I2., ) PIy Sheet(s) & No. of Ply(s):eASO/-7Ex SAVC JPA/) 1 Ply Sheet Fastener/Bondin Material: Top 7aicpet Height FT. - Mea1i Roof Height m - 0 1 1 1 B 1 1 1 1 1 1 15.38 FLORIDA Bnll nIN( cr)nF — ann n,tic rti. Cru-r,A41 Intva 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: /:?0 L lQC5 /: vim LL Notice of Acceptance Number/Gj — 0 7//. CS — Minimum Minimum Design Wind PressuresA-ippli>vable (From RAS 1?,7 Calculations): P1: 7 / P1: der' •Zr• P1: /00, 7 I NTERNATIONALCOOE4COUNCIL • • • • • •• • • • • • • . •••• •.•• • • • • • • \ Deck Type: E-1/(/�A /.__� f0' �____ keA Type Underlayment:0AsTAi"—"• \ Insulation: I, A Ridge Ventilati�� • • Fire Barrier: &A Mean Roof Height: s-tzl' Fastener Type & Spacing: • .... •• .• S • • . a• • 1 1 40_!? 6 J 1 1 1 1 Type Cap Sheet: 71t( 11 1 6 1 1 1 P • • • 1 1 •. \ Adhesive Type: sE.1`-Ao// e Roof Covering: 1aZ, �1� 1 1 \ Type & Size Drip r3v3ti Edge: ge00 ee • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed hy, ICC (ALL RIGHTS RESERVED): accessed by Eliezcr Palacio on Jun 8. 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 4 Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 1 1 � Method 1 " oment Based Tile Calculations Per RAS 127" • • (P1:77• / x X,3/S= R3r ) _ Mg:762= Mr, J Product Approval M 7� fgo • • • (P2165.f x).43/.5 = & ✓) - Mg:! ` = Mrz /3.g3 Product Approval M, (P3:/427xX,.3/S=377g)- Mg: /2=M, ./O Product Approval M, •••• Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval MI •.•• • • • • • • M; required Moment Resistance' • Mean Roof Height Roof Slope 15' 20' 25' 30' •• •4 • • • 2:12 34.4 36.5 38.2 39.7 ... t2V 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • .•• • • • • • • • • • • • • • • • • � • • • •• • • • • ••• • • • •• •••• • • • • • • • • •. • • • • • • 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based 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. (P1: x L (P2: x L (P3: x L Method 3 "Uplift Based Tile Calculations Per RAS 127" x w: _ ) - W: x cos 0 = F,, Product Approval F' x w: = ) - W: x cos 0 = F2 Product Approval F' x w: _ ) - W: x cos 0 = Fri 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 Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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. 15.40 • • •• • • • . FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elieur Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAVCODECOUNCIL SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the oreewp the required roofing permit, and to explain to the owner the content of the section. The pr+3visies of Sectldrt R4402 govern the minimum requirements and standards of the industry for roofing system installations'Additionarhe • •• following items should be addressed as part of the agreement between the owner ant the c`o-ripitor. The ov ner's • initial in the designated space indicates that the item has been explained. • • • • • • • •..• .• .• •••• 2. \�� Renailing •wood decks: When replacing roofing, the existing woodfroef deck maj+iave to be renailed in accordance with the current provisions of Section R4403. (The roafdis usually • concealed prior to removing the existing roof system). • • . • • •• • • • • • • • ..• • •• • . • . 4• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking cah 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 that required h q at 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. A I .ZO-/g o9-710./e Owner/Agent's Signature Date //63 4E9,2 Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number 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 SCOPE: 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.mi amidade. eov/economy .... • . .... • .• . .. • • ... • • ..•. ...• .• • • • .• • .. •• • • • • This NOA is being issued under the applicable rules and regulations governing the use of cd4fs2f fclion maaet als. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control icti.on to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (21HJ).. . • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'Product Control Section• (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to haeCtlris 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 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 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood . • •• i. SCOPE • This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake• concrete •Reef Tile, vs.., • • • manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of•Aeeeptance. F& locatis...; where the pressure requirements, as determined by applicable Building Code, do note 1 the ddsi i[.pressure values obtained by calculations in compliance with RAS 127 using the values listeeii t1ie installation sectim..• herein. The attachment calculations shall be done as a moment based system. • •• •• •• •• •• • •• • • 2. PRODUCT DESCRIPTION • • • • Manufactured by Test Prdda& : • • • • • • • • Applicant Dimensions Specifications Description • • • 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 Split Shake Saxony 900-Shake Trim Pieces MIAMI•DADE COUNTY APPROVED Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, 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 TAS 112 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 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency 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 MANMADE 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 R1.894/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 Static Uplift Testing : •. TAS 101 (Mortar Set) 6. Static Uplift Testing TAS 101 (Adhesive Set) •••. • Static Uplift Testing TAS 10'2• • • • (2 Quik-Drive Screws, Direct DM / • Static Uplift Testing TAS 102' . • (2 Quik-Drive Screws, Batteng7 • Static Uplift Testing TAS 10; . (1 Quik-Drive Screw, Direct Deck.)' Static Uplift Testing TAS 102 (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 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 • mate AK 1994 • March, 1994 • •• • • ell! 81995 •••• • • • Fn. 11)95 MAW, 1995 . •• • Mmcli! 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 s. • • • •• • • 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 • 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 performAu•ajterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the BRg Cotk, • Compliance Office for review. • • • 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Appti tions Sitandards listed• •: • section 4.1 herein. • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to•tfie roof s1oie unless stated • otherwise by the underlayment material manufacturers published literature. • • • • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements sl.all be 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 (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 Slate, Shake & Split Shake 0.291 -I_ 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" r3":127i 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 Table 4: Attachment Resistance Expressed as a Moment - Mf (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 : 34.1. • • • • 17.2 • • • 4 1-10d Smooth or Screw Shank Nail 7.3 ' 9.8 ' : • • • 4.9 4 2-10d Smooth or Screw Shank Nails 14.0 "f$.8' •' •' 7.4 • • •' 1 .#8 Screw 30.8 ' �Id.$' • 18.2 :.. , 2 .#8 Screws 51.7 • •gf.`/• :`• ' .24.4 ' 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 .l4 3 ` • • • `- 24.2 ••:' •. . 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 ••J, ~• • •• • •22.1 "•4 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 . 35.5 : • • • • • .. . .. ••.. • • • • 34.8 • • • • i . 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 ...•.' 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 & 3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBone 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 - Mf (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 5 11.8 94) 40.45 3 Large paddy placement of 45 grams of Polyset® AH-160. 4-Medium paddy placement of 24 Trams 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 Sets 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 4 ,PLAN`F)• 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 building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES UNDERLOCK —1— - "SAXONY•900 - SIATE j 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 17" PROFILE DRAWINGS 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 • • • . • .. • . 13" •••• • • . • .. • • • • .•• • • • .. • • • • • • • . • • • ..— .19/32"TSfi { ) .::.... .. . • • • • .. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 • NAIL HOLES 17" MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS SAxoNY 900- SHAKE END OF THIS ACCEPTANCE • • • • • •• • • •••• • • •. • • • • • •••• • • • •••• .• • • • • • • • • •.•• • •• 13" •••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • i 9/32" (Shake) NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: 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.mi amidade. Eov/economy • • • .. .• . . • .. .•.. • •. . • • This NOA is being issued under the applicable rules and regulations governing the use of cdlis't!Mtion materials. Thd documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pro: cri: e.t.Contrit qbion tote used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiaipj,(AHJ). •, . . . . . • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countiiiroibact Control Section . • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the riAt to have tkis • product or material tested for quality assurance purposes. If this product or material fails toperAin n in the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Iu5$i117, 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 Self -Adhered Roof System over 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 NOA# 13-1217.01 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 17-1004.09 . Expiration Date i7-10/11/22► Approval Date: 10/12/17 Page 1 of 34 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICAPIT: TABLE 1 Product Dimensions Elastobase XtraFlex SBS Glass Base Polyglass G2 Base Polyanchor Elastobase P Elastoflex SA V FR (1.5-mm) Elastoflex SA V PLUS FR Elastoflex SA V (1.5- 66' 8" x 3' 33/8" mm) Elastoflex SA V PLUS XtraFlex SBS Base SA Elastoflex SA P FR XtraFlex SBS G SA MIAMI•DADE COUNTY APPROVED 65' 2" x 3' 3-3/8" 65' 8" x 3' 3-3/8" 108' x 36" ASTM D 4601 Asphalt -coated fiberglass reinforced base sheet Type II 250' x 48" ASTM D 4601 A polymer woven, high performance, synthetic base Type II sheet. 65' 8" x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. 66' 8" x 3' 3-3/8" ASTM D 6163, Self -adhered, fire -rated, fiberglass reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a smooth top surface. 66' 8" x 3' 3-3/8" ASTM D 6163, Self -adhered, fire -rated, fiberglass reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a smooth top surface. ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a smooth top surface. 66' 8" x 3' 33/8" ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a smooth top surface. 66' 8" x 3' 33/8" ASTM D 6163, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a smooth top surface. 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a granule top surface. 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a granule top surface. Test Proctcx• Specification Desc?i g c l' . • •• • • • • • • • • • • • • • • • • • • • • • • • •• � • • • • • • •• • .•.• •ASTM D 6163, SBS modified asphalt coated frglass reinforced Type I base sheet. • • ASTM D 6163, SBS modified asphalt coated fiherglassirifbYced . • • • Type I base sheet. • • • • •• • • • •• • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 2 of 34 • Elastoflex SA P 32' 10" x 3' 3-3/8" Polyflex 32' 10" x 3' 3-3/8" XtraFlex APP S 32' 10" x 3' 3-3/8" Polybond 32' 10" x 3' 3-3/8" Polyflex G 32' 10" x 3' 3-3/8" Polyflex SA P 32' 10" x 3' 33/8" Polyflex SA P FR 32' 10" x 3' 33/8" XtraFlex APP G SA 32' 10" x 3' 33/8" Polyfresko G SBS SA 32' 10" x 3' 33/8" Polyfresko G SBS SA 32' 10" x 3' 33/8" FR Polyfresko G APP SA 32' 10" x 3' 33/8" Polyfresko G APP SA 32' 10" x 3' 33/8" FR PolyKool 32' 10" x 3' 33/8" XtraFlex Kool APP S 32' 10" x 3' 33/8" SA Polyglass APP Base 65' 8" x 3' 33/8" MIAMI•DADE COUNTY APPROVED ASTM D 6164, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP Avilified bitumen membrane with a burn pff polyt y,,lJfie back. • • • • face and a smooth or sande1.toi3 surface. .... . • •• Torch applied, polyester reinforced, APVmodified bitumen membrane with a byiaQtf polvjhylene bac4 face and a smooth or sandetltpp.Surfac$ •..• Torch applied, polyester reidfol-Uld, APFdlb2lified bitumen membrane with a turn off polyeig%lene back . face and a granule top surface.• ; • ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222 ASTM D 6222, Type I ASTM D 6222, Type I ASTM D 6222, Type I ASTM D 6164, Type I ASTM D 6164, Type I ASTM D 6222, Type I ASTM D 6222, Type I ASTM D6222 Type I ASTM D6222 Type I ASTM D 6509 Type I • • . . Self -adhered, polyester reinforced, APPmodified • bitumen membrane with a se'ltiadhering Mar face add • a granule top surface. Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface. Self -adhered, fire -rated, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a granule top surface Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a white film laminate on the top surface. Self -adhered, polyester reinforced, APP modified bitumen membrane with a self -adhering back face and a white film laminate on the top surface. APP modified asphalt coated fiberglass reinforced base sheet. . NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 3 of 34 . PG325 Cold Process Adhesive PG100 Asphalt Primer XtraFlex 10 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive XtraFlex 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement XtraFlex 50 Premium Modified Wet/Dry Cement Polyplus 55 Premium Modified Flashing Cement MIAMI DADE COUNTY APPROVED 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube ASTM D3019 Type III ASTM D41 ASTM D41 ASTM D3019 Type III ASTM D4586 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4586 ASTM D4586 ASTM D3019 Type III ASTM D3019 Type III ASTM D4586 ASTM D4586 ASTM D4586 ASTM D4586 A fibered cold process adhesive for use with roll or BUR roofing. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A penetrating solution of solvent and a blend of selected asphalts used to promote adhes iojiii • • • • • • • • • • • A fibered rubberized adhesive designed fir QSe with modified bitumen membranes. • • • • A thick, fibered, rubberiz ed•Ra9hing c ant•for use•in dry or damp conditions. • • • • • • • A thick, fibered, rubberized.Agsliing ccivgilt *r use ip.... dry or damp conditions. • . • • • • A thick, fibered, rubberized flashing csix®ilt • • • • •• • •• • • • • A thick, fibered, rubberized flashing ceffiCnefor use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A mastic compound for use as a roof flashing adhesive. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 4 of 34 APPROVED INSULATIONS: Product Name Polytherm-H Polytherm ACFoam-II ACFoam-III High Density Wood Fiberboard DensDeck, DensDeck Prime H-Shield H-Shield CG ENRGY-3 Fesco Board Multi -Max FA-3 SECUROCK Gypsum -Fiber Roof Board MIAMI•DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Gypsum insulation board Polyisocyanurate foam insulation Polyisocyanurate/perlite composite insulation Polyisocyanurate foam insulation Expanded mineral fiber Polyisocyanurate foam insulation Fiber reinforced coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Roofmg Corp Atlas Roofmg Corp Generic Georgia-Pacific Gypsum LLC Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. Rmax Operating, LLC. . United Staies.ypsum •..• :Corporation. .' .... .... .. . . . . .... . •. .. .... . • .. .. .. . . • •. •. . . • • . • . . .. . .. . . . . . . • • • • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 5 of 34 APPROVED FASTENERS: Fastener Product Number Name 1. Dekfast Fasteners 12, 14 & 15 HS 2. Dekfast Galvalume Steel Hex Plate 3. # 14 Roofgrip 4. Flat Bottom Metal Plate 5. Trufast # 14 HD Fastener 6. Trufast 3" Metal Insulation Plate 7. Polygrip Fasteners # 12, # 14 & #15 8. Polygrip Hex Plates MIAMI.DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation and membrane fastener A2-SS aluminized steel plate Insulation fastener for steel and wood decks Round Galvalume AZ50 steel plate Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. SFS Intec, Inc. OMG, Inc. 2 7/8" x 3 1/4" Various 3" square 3.23 round 3" round Various 2 7/s" x 3 1/4" OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. Altenloh, Brinck & Co. U.S., Inc. Polyglass USA, Inc . PolyglasS VIA, Inc .. . .... . .. • . • . . .... .. . • . . . .... . • .. . . . • • ..• .. ••• • . • . • . • . • . • . • • .. . .. . . • • . . . • . NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 6 of 34 APPROVED SURFACING: Product Name PG200 Non-Fibered Roof Coating XtraFlex 20 Bituminous Roof Coating PG300 Fibered Roof Coating XtraFlex Bituminous Roof Coating Fibered PG600 Non-Fibered Aluminum Roof Coating PG650 Fibered Aluminum Roof Coating PG700 Elastomeric Roof Coating PG800 Non-Fibered Asphalt Emulsion Roof Coating XtraFlex 80 Emulsion Roof Coating PG850 Fibered Asphalt Emulsion Roof Coating Polyplus 65 Premium Fibered Aluminum Roof Coating XtraFlex 65 Aluminum Roof Coating Fibered Polyplus 60 Premium Non- Fibered Aluminum Roof Coating XtraFlex 60 Aluminum Roof Coating MIAMI-DADE COUNTY APPROVED TABLE 4 Product Description A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non-fibered aluminum roof coating. Fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. An asphalt base, un-fibered clay emulsion An asphalt base, un-fibered clay emulsion An asphalt base, fibered clay emulsion Fibered aluminum roof coating. Fibered aluminum roof coating. Non-fibered aluminum roof coating. Non-fibered aluminum roof coating. Application Rate 1'/2-2 gal/sq 11/2-2 gal/sq Specification Manufactur er TAS 140 Polyglass USA, Inc. TAS 140 Polyglass USA, Inc. 11/2-2 gal/sq ASTM D4479 Polyglass USA, Inc. 1'/2-2 gal/sq ASTM D4479 Polyglass USA, Inc. '/2-1 gal/sq 1 %2-2 gal/sq 1-11/2 gal/sq 3 gal/sq in two coats 3 gal/sq in two coats 3 gal/sq in two coats 1 %2-2 gal/sq 1''A-2 gal/sq 1/2-1 gal/sq '/2-1 gal/sq • ... ASTIM•I?2824 . • • Polyglass 'Type I ;'USA, Inc • • • • • . ASTA.D 2 8 2 4 .Polyglass • �•ype�III • USA, In:. . A,S 1:1D6083.....Polyglass • • .••••• ••••JSA, Ing . • . . • AAT.leV1227.. ASTM D1227 ASTM D1227 ASTM D2824 Type III ASTM D2824 Type III ASTM D2824 Type I ASTM D2824 Type I • Polygla • • •LISA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 7 of 34 • •• APPROVED SURFACING: Product Name Polybrite 70 Premium Grade Elastomeric Roof Coating XtraFlex 70 Premium Acrylic FR Roof Coating Polybrite 90 High Solids Silicone Roof Coating XtraFlex SRC 9600 High Solids Silicone Roof Coating Polybrite 95 Silicone Roof Coating XtraFlex SRC 8000 Silicone Roof Coating Gravel Slag MIAMI•DADE COUNTY APPROVED TABLE 4 Product Description A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. A premium white elastomeric acrylic based roof coating (water -based). A polyester fabric may be used for reinforcement with this coating. A premium grade high solids, single component, moisture cure, fluid applied silicone coating A premium grade high solids, single component, moisture cure, fluid applied silicone coating A single component, solvent, moisture cure silicone coating. A single component, solvent, moisture cure silicone coating. To be installed in a flood coat of approved asphalt at 60 lbs/sq To be installed in a flood coat of approved asphalt at 60 lbs/sq Application Rate 1-1'/2 gal/sq ASTM D6083 1-11/2 gal/sq ASTM D6083 ASTM D6694 ASTM D6694 1.25 gal/sq 1.25 gal/sq 1.25 gal/sq Specification Manufactur er Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. ASTM D6694 .. pslyglass • • • • • kMA, Ina. • •• • 1.25 gal/sq AVfiI; I6694.. E 1io'lyglass • JJSA, Ind. 400 lbs/sq . • 1t4 .••• • flenerio •••• •• •• .•.• 3001bs/sq •.. • C'seneric, • • •• • • • • • • • • • •• • • • • • • •• • • • • • • NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 8 of 34 • EVIDENCE SUBMITTED: Test A2encv Factory Mutual Research Corporation Trinity I ERD PRI Construction Materials Technologies MIAMI•DADE COUNTY APPROVED Test Name/Report 4470 4450 4470 4470 4470 4470 4450 4450 4470 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D903 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D6862 ASTM D6164 / ASTM D6222 ASTM D6164 / ASTM D6222 ASTM D6222 TAS 114(D) — ASTM D 1876 ASTM D6222 FM 4470 & TAS 114 ASTM D6163 / ASTM D 4601 TAS 114 & TAS 117 (B) TAS 114 & TAS 117 (B) ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6222 ASTM D4601 / TAS 117 TAS 114 & FM 4474 TAS 114 (H) ASTM D4601 / TAS 117 ASTM D6222 ASTM D6222 ASTM D6163 ASTM D6694 ASTM D6694 Report No. 2W7A7.AM 2D5A9.AM 3001334 3000857 3004091 3012321 3014751 3019317 3014692 11752.09.99-1 . . . .. . .... . . . . . 02764.09.05 • • 02762.03.05 : .•. 020841.06.04 • • • P1734.07.06-R1 P1738.02.07 P1739.01.07 C8500SC.11.07 P10490.08.08 P10490.10.08-R1 P7400.03.08-R2 P10070.10.08 P10490.10.08-2 P33970.03.11 P33960.03.11 11757.12.00-1-R1 11757.04.01-1-R1 P37590.07.13-1 P37590.03.13-3A P37590.03.13-2-R1 P37590.09.13 P45940.09.13 P41630.08.13 P13760.09.09 P45970.05.14 PUSA-061-02-02 Date 08.04.94 06.22.99 02.15.00 0,1, 1100 01,12A0 40419.07 0817.03 :(430A4 •08.b.03 • . . • 02.1)8.00 •09.09.05 •03.30.05 .O tJ .04 a/.2'7.07 02.05.07 01.23.07 11.30.07 08.13.08 10.03.08 10.09.08 10.09.08 10.30.08 03.15.11 03.15.11 04.29.13 04.30.13 07.02.13 03.06.13 02.05.13 09.12.13 09.04.13 08.06.13 09.10.09 05.12.14 01.28.08 PUSA-062-02-02 12.04.08 PUSA-064-02-02 02.27.08 PUSA-134-02-01 05.16.14 PU S A-13 5 -02 -01 05.16.14 • • • . . . . • • • • • • . . NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 9 of 34 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened at 24" spans with 8d ring shank nails at 6" o.c. at edges and intermediate supports. System Type E(3): Base sheet is mechanically attached to roof deck. Membranes subsequently adhered to insulation. • • • • • • • All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOM are not;efproved • e. and shall not be installed unless said accessories demonstrate compliance with prescriptiv alorida BL1lding Code requirements and are field fabricated utilizing the approved membranes listed in Tgpje 1. ' • .... • • .. Base Sheet: One ply of Polyglass APP BaserE astij oiiase (Poly'/Sand), sheet fastened' to► the deck as describe ; . • • - — —. . . d below: ...... •• • • -Fastening: Membrane: • Attach base sheet using 11 ga. annular grooved shank and 1" diameter caps spacea.64". . in a •3" lap and 6" o.c. in four equally spaced staggered center rows. • • •• ' _ • • • r One ply of Elastoflex SA P,Elastoflex SA,P_FR,, XtraFlex SBS G SA, Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyflex SAP, Polyflex SA P FR, XtraFlex APP G SA, Polyfresko G APP-SA, Polyfresko G APP SA FR, PolyKool or XtraFlex Kool APP S SA self -adhered. • •• Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf• ; (See General Limitation #7) MIAMI•DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 28 of 34 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. •... • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliannC.with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of apoved•asphalt $lSp11ed within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using thert`is Vining pattern of the top layer •• • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asp:al/411el si��... • shall be 4' x 4' maximum. •• •. • • • • 4. An overlay and/or recovery board insulation panel is required on all applicatio?S• titer closed •call foam • • •. insulations when the base sheet is fully mopped. If no recovery board is used the base :Mrsthall be applied using •, spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8. ribbons in tfwoo tows, oiir • • • at each side lap and one down the center of the sheet allowing a continuous area of vdt latig n. Enc ijcling of t ie• • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventil'atipti •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 lbf. 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 Professional Engineer, Registered 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 #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofmg Application Standard RAS 111 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 corners). 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 17-1004.09 Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 34 of 34 • .• MIAMNDADE COUNTY 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 SCOPE: 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. eov/economy • • • • • •• • • • • • • • • • • • • • • • • • • • • • .' • • • This NOA is being issued under the applicable rules and regulations governing the use of cohsition mgter�a�s. The' documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product ControlSq,c,lion to Di: .. • used in Miami -Dade County and other areas where allowed by the Authority Having JurisdietiOn{AHJ).'..' • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyProdict Co>itrol Section. • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tiie ijgl,It to have this • product or material tested for quality assurance purposes. If this product or material fails to plsfforhi in thefigcgpted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mddi1 , 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.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., MIAMI-DADE COUNTY APPROVED NOA No.: (J7-0614.22 Expiration Date: 09/13/21— Approval Date: 07/06/17 Page 1 of 8 • • ROOFING COMPONENT APPROVAL Cate>?orv: Sub-Cate2orv: Material: Roofing Underlayment 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•DADE COUNTY APPROVED Dimensions 65' x 3'33/8" Or65'x3' 60 mils thick 61' x 3'33/8" 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 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3 3/8' Test Prod• eg • • Specification Description, • • • ••.. . ..•• • ASTM D 1970 A fine granular/sand top surfat8'tf-adhering!APP polymer modified, fiberglass aeimorced, blttunit ous sheet material for use as an u Bell ment in Vro:ped rood'; •' • assemblies. Designed as an ir%&.c?in shie1• TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 • • A rubberized asphalt self -adhering, glass -fiber/ olyester •. reinforced waterproofing merubrai e. Des as a metal roofing and roof tile unnerraytnent.• ..• . • A rubberized asphalt self -adhering, glass-fiterrpolyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. TAS 103 and A rubberized asphalt waterproofing membrane, glass- ASTM D 1970 fiber/polyester reinforced, with a granular surface _designed,for use as a tile roof underlayment. TAS 103 and c A rubberized asphalt self -adhering glass=fiber/polyester �\ ASTM D 1970 I reinforced waterproofmg membrane. Designed as a metal.,, • . . . • TAS 103 TAS 103 TAS 103 and ASTM D 6164 <_I. • • 1 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.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. P 10870.09.08-R1 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 Date TAS 103 TAS 103/ASTM D4798 & 1i1�S. ASTM D1970 •' • TAS 103 • • •: •' ...... ASTM D 1623 .... TAS 103/ASTM D4798 &'Q155' TAS 110/ASTM D4798 &4197O ASTM D 1623 • • • • • ASTM D6164 : •': •: TAS 103, TAS 110 & ASTM D1623 ASTM D1623 •.. • TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 J24Q4/08 • O.l 13/09 ...... O i8}/10 •'03/102/11 04726/11 ;....; .09/b1/11 • • .1Q/a9/11 • •.0/Q7/12 ...... 0?/02/13 .• :.Wg1,2/14 •..... • 10/03/14 ;...„ •....14%G7/14 • • �10/17/14 06/27/16 06/27/16 09/29/06 12/10/07 07/06/09 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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" hegii 1pp. (for base sheet only) • •. . • • . ... ...... Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystig ;W:Max, Polystick •. TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus,kelf- dhered. • . . Surfacing: See General Limitations Below. • " •• • • •• • • • " ..... .••... .... • • • • ...•. .•• •• Deck Type 1: 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. 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 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 re move 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" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strappigQf the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with ppp1ie�ble buildit�'code. ...... 4. When applying the membrane in the valley, start at the low point and work to the high point rolling i2it• • .' • membrane from the center outward in both directions. ...... • • 5. For ridge applications, center the membrane and roll from the center outward in both ilireebions. .. . ...... 6. Roll or broom the entire membrane surface so as to have full contact with the surfaces ilig special attention • .•.•• .•. • ... to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemblyoursent Prodt Control Notice of Acceptance. • • • . . • • • ; • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flasing taiie shall be . pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystiek'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. 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 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI DADE COUNTY APPROVED Rule 61 G20-3 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 eN,ceptipn of mor�ar'set tile •applications. '•.' • • • • • • ""; • 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the r*ia imuni f6Of 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 TU Max Polyst o . MTS o rs• • .•..... • Syiteirr'(l3) . • MTS*PlI $,with • TUPIus • Flat Tile Prohibited without battens 4:12 6:12 6:12 5:1! •• • •• ' •q:.lg• . Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 •.b.112. •• • • 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. POOSTICKTU Plus MIAMI-DADE COUNTY APPROVED ••S. • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 .... . • . • 11. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg 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, Pol stick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a reeuestmay be pacieto the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Sectika foCapprovaj }ypvided . • that appropriate documentation is provided to detail compatibility of the products, wind.alift resis>,aoe, and fire ... :. testing results. • •... .. . . . . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK•ME,MBRiNEg PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECf1P;+C APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIOP:S.,.:. . . • • • . . • 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. 'Ip§ ltrs 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 %" 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 #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"/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. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 Dished 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 Ser$fca Department at 1 (800) 894-4563. • • • • 14. Polyglass recommends that applicators follow good roofing practices and applicable pj eedgres aseytl ed by • the National Roofing Contractors Association (NRCA). • • • • • • • • • •• •• •••• • • • •• • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPF0141C:APPLICAi1TONS. • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMEN1iATIOrl.S.. • • • • • • • •• • •• • • • END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED . . • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAM 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 SCOPE: 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.Roy/economY • • • . . .. . ..•• • • • • .... This NOA is being issued under the applicable rules and regulations governing the use of cengtruction materials. The • • • documentation submitted has been reviewed and accepted by Miami -Dade County RERContro1.Seoton to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictitirtl`AHJ). • •i • • •.•. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countylirvduct ContfoC Section.... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve to vitt to have this product •: or material tested for quality assurance purposes. If this product or material fails to perform in the Scceptpjl ggner, the• • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,3nodf'ly, or suspend the 4e,..; of such product or material within their jurisdiction. RER reserves the right to revoke acceptant, 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: ICP Adhesives Polyset® AH-160 4 - 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. MIAMI•DADE 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. asocdeescribed in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by'appleable building code, do not exceed the design pressure values obtained by calculations in compliaricxvwitii Roofs�r .. Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systerns'using4E Adhesives Polyset® AH-160. • • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications .... . . ..• • . . • • •. •1•• • • Product fldttrintion• • • . • • . • . . . . • • .• ICP Adhesives N/A TAS 101 Two component poljurelhane foam adhesive . Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 .. • •• . . . • ..• . • 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./Ftz 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. MIAMFDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 . EVIDENCE SUBMITTED: Test Ai encv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 1.1192/9.5 25-7492 SSTD 11-93 • ••• . 12/r2r95 ••• . •••• NB-589-631 ASTM D 1623 • 07761/94 ••.• •• • . • • •• • • • •• 9637-92 ASTM E 108 04130/93 • • . • • •• •• •• • 01-6743-011 ASTM E 108 • • • 11/16/94 01-6739-062b[1] ASTM E 84 • 0D116 95 • •. •. • • 7050.02.96-1 TAS 114 •• O32I47.96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 520109-2-1 TAS 101 03/02/99 • •• • • • • • • •• • • 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. MIAMI•DADE COUNTY APPROVED 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 may be 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. Theatiti ive attachment data is noted in the roof tile assembly NOA. "" • • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance witg.Reofing.A plication 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 license jc• iP Adl stve�s•and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatasnoShe autlyagW having.;• • jurisdiction. '..'• • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is >,equ*red before application '• of any adhesive. The mix ratio between the "A" component and the "B" component s1011 maintgitr6betwe .n • 1.0-1.15 (A): 1.0 (B). • • • •• 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or•ICP • 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. MIAMI DADE 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 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 30 D Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches • 3b• • • • • • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of file 9-1 l sq. inches at overlap • • 12•grams prr paddy . • •' • • • .... •.. .. Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead • • • • • 17 grants perbead • • . • ••• • " '• •• . • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34'gram: awilt.4 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. MANMADE COUNTY APFA.OYEO BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE 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 Nall through plasdc cameos hews required), Nall through plastic cement Iwhen required) Undarlsymwn Earn tours. MIAMI•DADE COUNTY APPROVED Paddy {Ben.rsh Tao Fascia Closure 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 Pah.T71e .... • . . •• • • .. 1. Starting at the eave course, apply a minimum 2" • (50.8 mm) x 10" (254 nim) k 1" (25 4 mm) foam• paddy onto the underlaymnt positicanitl.dsshowil under the pan portion of the tile closegf 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 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. Flat/Low Piaile 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. Nail through plastic cement (when requiredl .vr Court* MIAMI DADE COUNTY APPROVED Paddy (Beneath Tilt) tsv. Clown Foods •••. • • 2. At the second course, apply a minimum 24 S(1.8•mm) . x 7" (177.8 mm) x 1" (25.4 l l ham pvj • onto the • underlayment positioned as shQtio.under the. • • strengthening rib closest to the.oerlock of tha tile • • • •• • • being set. •... • • • • • 3. Continue in same manner. IllSui'approxi>h'ately 10" . (64.5 cm2) - 12 (77.4 cm2) spaie wich adhesive contact with the underside of the pile. •• . . • .. • Medium Profile / Double 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 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) Nall through plastic cegoersl.� when required) Wodestapsa.ns 2 In. Battens optional 101 Paddy IE.m.arh 111.) Fascia 1T..pho . fan closurre Drip edpo MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the cave 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, a appl minimum 2: i .8mm) x 7" (177.8 mm) x 1" (25.4livrLfoam paddy onto te underlayment positioned asslipnvn undg;thepan • portion of the tile closest tathe ovverlock &Mt tile • • • being set. • • • •• • 3. Continue in same manner.ViSOf$approxinfately 17" • • • (109.7 cm2) - 19 (122.6 cm2) square inchad$esive contact with the underside.of t4ie 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 Medium Profile Tile MIAMI-DADE COUNTY APPROVED 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 t109 7-148.4 om'.).of adhesive contact with the titderside of tiptile • . • .• 2. Apply a 4" (101.6 mm) min.)•I1: (25.4 mm) foam paddy onto thg jy>4rlaymerlt,j t belovy.;..• the second course line positicadd foadt•pitd4,7 under the strengthening 14 ferb flat tile, or.under the pan portion of the tile, closest to the tmderlock for the second course tile to De neighed. *Insure • • approximately 8-9 in2 (51.'6 58.1 cm2 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) High Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile 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 (71cm2) square inch adhesive contact with the underside of the tile 4ttlik overlap and 7 (45.2 cm2) - 9 (58.1 cnn2) squaf4yuj1f adhesive contact with th•cixndorside of 4ha the at . • the head of the tile. Conitintrin same anner. • .••. • •• • • • • • • •••• • •• • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • 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 Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing 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 twman courses up toward the ii' insure• •' • approximately 65 (4191 — 70 (451.6 cm2)' square inch adhesive couja t•vith tftemilerside of the pan tile. a• •••• • • • • • •• •• •• • • • • • 3. Turn covers upside do>r•►+1u osing the.underside of the tile. Apply a mi)timunn 1" (4.4•02) x 1 �" (254 mm) bead of adhesivAirectl?on the inner edge of each side of the cover tile. LW. • approximately 3/4" (19 mm) to 1" (21.4 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 •