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RF-19-272Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 If tnhbf�L Issue Date: 02/07/2019 Location Address Parcel Number 174 NW 110TH ST, Miami Shores, FL 33168 1121360030150 Contacts Permit NO.: RF-02-19-272 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 08/06/2019 ELIZABETH GABOTON Owner XCLUSIVE ROOFING FLORIDA LLC Contractor 174 NW 110 ST, MIAMI SHORES, FL 331684321 RODERICK SPENCER Business: 9543094525 Other:7862901908 mid Inspection Requests: Description: RE -ROOF TILE AND FLAT ROOF Valuation: $ 18,000.00 305-762-4949 Total Sq Feet: 2,850.00 � __j Fees Amount CCF $10.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.60 Roofing Fee $300.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $338.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $338.40 Credit Card 02/07/2019 $338.40 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above namo-contractor to doMork stated. Authorized Signature: Owner / Applicant / Contractor / `Agent 1_11� Date February 07, 2019 Page 2 of 2 { _ Miami Shores Village RECEIVED Building Department FEB 0-+2019 \� �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �\ Tel: (305) 795-2204 Fax: (305) 756-8972 Q-1 INSPECTION LINE PHONE NUMBER: (305) 762-4949 0 � l(J' 4-1 FBC 20/7 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OFING ❑ REVISION ❑ EXTENSION [—]RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Folio/Parcel#: Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address City: / v /I&-" �I Tenant/Lessee Name: Email: CONTRACTOR: Company /NaamAAe:: Add ress:i/ S3&,l 1LaUJ City: / / LW Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: .1/ 1Jl/ Is the Building Historically Designated: Yes �fVb Construction Type: Flood Zone: BFE: FFE: hone#: State: --f—A Zip: Rhone#:_ Q ns Z I ZCo I Phone#:C!>�// Certificate of Competency #: Address: City: State: Zip: Value of Work for this Permit: $� , tv Square/Linear Footage of Work: Aw Type of Work: ❑ A Alteration �� ❑ Newa tp.- El Demolition Description of Work: T f/� Specify color of color thru tile: /(�� lac Xjj4q, Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ i n TOTAL FEE NOW DUE $ (Revised02/24/2014) Eorfding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Q1.•��) OWNER or AGENT The foregoing instrument was acknowledged bef74. this day of 20 by personally known to me or wh h produced as identification nd who did take an oath. NOTARY ^ Ja+ Put, Notary Public State 0 Florida Natasha M Marksman oa My Commission GG 013094 Sign: Expires 10112/2020 • .rr-7��a�� The foreg ing instrumen was acknowledged before a this day of 20s/� by personally known t me or who has produced identification and who did take an oath. NOTARY P LIC: Jar P` C� Notary Public State of Florida M Marksman %Natasha 3 vIFF my commission GG Expires 10/1212 20 013094 ss*ssss*sssss*sssssss*s*ss****ss*ssss ,ss sssssssssss*ssss*ss*s****s**s*s****s***ssssssssssss**s***ss***s*s APPROVED BY v Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 2/7/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER .`k Summary Report Property Information Folio: 11-2136-003-0150 Property Address: 174 NW 110 ST Miami Shores, FL 33168-4321 Owner ELIZABETH GABOTON & MYRTHA G PERARD Mailing Address 174 NW 110 ST MIAMI SHORES, FL 33168-4321 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 2,139 Sq.Ft Living Area 2,139 Sq.Ft Adjusted Area 2,058 Sq.Ft Lot Size 9,075 Sq.Ft Year Built 11938 Assessment Information Year 2018 2017 2016 Land Value $195,031 $195,031 $163,504 Building Value $143,237 $143,237 $143,237 XF Value $608 $615 $623 Market Value $338,876 $338,883 $307,364 Assessed Value $109,347 $107,098 $104,896 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $229,529 $231,785 $202,468 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 MIAMI SHORES EXT PB 43-40 LOT 15 BLK 219 LOT SIZE 75.000 X 121 OR 15696-0947 1092 1 Generated On : 2/7/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $59,347 $57,098 $54,896 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $84,347 $82,098 $79,896 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $59,347 $57,098 $54,896 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $59,347 $57,098 $54,896 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/01/1992 1 $81,000 15696-0947 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date 4 10050 NE 2nd Ave Miami Shores, FI 391C4bf,T,C_ Re: Owner's Name: —J Property Address: 1[ �LD f' Roofing Permit Number: Deariildi g Official: �, r ' certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade - 5�_eoldull� Print Name The undersigned, being the first duly sworn, deposes saand `says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ,� � C�1J day of c' jO 7 Notary Public, Sate of Florida r Pu¢ Notary Public State of Florida Natasha M Marksman .� JMy Commission GG 013094 GYnires 10/12/2020 • When the just valuation of the tctu purp6se 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 WAspIM Shinale IN ❑ New Re PRPUR t&C1 6.j mmGwmmGmgy raswnuu v sm u sec Metal Panel0hingles ❑ m ❑' Pmmmdntive RURJUS 158 51 Re -Rooting ❑ Recovering ❑ Repair ❑ ROOF SYSTEM INFORMATION 5ectlon B (Ko_ of Plan) Plan: illustrate all levels and sections, roof drains, sm 3 overflow drains. Include dimensions of sections an islans of alavatad nrassurn =ones and lnmffm of nararm p�ORIIV' • • • •••• •••••• SECTION 1524 "':' • ' • •' • HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICAf * *: FOR RQQFING ....:. : • • •.: CONSIDERATIONS • • • •. 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing tb' with contractor rdlide the own;P the required roofing permit, and to explain to the owner the content of the section. The provisions of Sectidn R4402 • ..... •' govern the minimum requirements and standards of the industry for roofing system installatiops. Addii'ionalk, the • • • • • following items should be addressed as part of the agreement between the owner ant tt%GCntpctor. the owner's : •...: initial in the designated space indicates that the item has been • explained. 2. _'F-49m_Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. _Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. E _Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature -Date Contractor ' ature D to Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 0 6 1 1 1 1 8 Q Q Design Wind Pressures r From 1128 or calculations: P1:1'= P2:_VZZ__L_ P3: ®e Max. Design Pressure, from th s eclflc duct approval system! Deck: Type: (� Gauge/Thic e S. e Slope: Anchor/Base Sheet & No, of Ply(s): Anchor/ease Sheet Fastener/Sonding Material Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Ma rial: l Q Florida Building Code 8th {rdltion (2t117) B High-Veiocity Hurricane Zone Uniform permit Application Form 1 S6000n C (Low SIOpe Application) Fill in specific roof assembly components and identity manufacturer (if a Component Is not used, Identify as "NA") System Manufacture.�� Product Approval No.: b <� �••• C/!� �./� Topl rra Bo • • • • Surfacinj// `� • .... Fasteneacing orAnchorl8ase she chore . Field: oc ® Lap, # Rowsc •, oo • Perimeter 6400 @ Lap, # Rows!• " oe Comer 00 •• 4poc a Lap, # Rows • Number of Fasteners Per Insul 6 ard; Field Perim Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination Stripppingg, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterffashing, Coping, Etc. Indicate. Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. -ace b-T- Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding MaV I: d ----------------------- Base Sheet(s) & No. of Ply(4- 4j Ply Sheet(s) & No. of Ply(s): -antm 470 FLORMA BUILDING CODE — BUILDING, 6th FDMON (2017) M�IAMI•DADE L7,L'M MIAMI-DADE COUNTY PRODUCT CONTROL SI"IpN 1 1805S W 2fiStreet, RovW,2D8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mialnk17lorida 33 `V-24]4 • • s e • • BOARD AND CODE ADMINISTRATION DIVISION T (786)315.24J% U (786):152��1 •. NOTICE OF ACCEPTANCE (NOA) www.AlOMfiAnde.eov/ecorlomv • GAF s.•.% w••• :•••.: 1 Campus Drive ••�� Parsippany, NJ 07054 .. •. • 0 • ' • • • • • SCOPE: • • n�t..... Is NOA is being issued under the applicable rules and regulations governing the use of ;otyction • . materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cduntf RER; ••• • ""•; • • Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as d ed herein, and esigned to comply the Florida Building Code including the High Vel ' y Hurricane Z the Florida Building Code. GAF Conve9tloonal Built -Up Roof Systems for Wood Decks. LABELING Each units 1 bear a permanent label with the manufacturer's name�go, city, state and following state ent: Z1=::=a =renewalapplication unI s�herwise noted herein. RENEWAL of this hasbeen filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.01and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. CMIAWMADECUNTY NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/0" 27 brane Type: BUR Type 1I: ood, Non Insulated jDeckDescription: in. 15/32" thick or greater plywood or wood plank secured 6 in.;, j.Gatpanel efidtill! intermediate supports with 8d ring shank nails to supports spaced U jp.q.c. at f l%K. �. ype (3): Anchor sheet mechanically attached to roof deck. "' • • • All General and System Limitations shall apply. �....' �. Fire Barrier: TOPCOAT FireOut"' Fire Barrier Coating, VersaShield Fire-RerwiWjt+Slip Sheet.oC (optional) VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufaclww's installat on instructions. ; • • ' Anchor sheet: 000000 GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoidlk;p 0poth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as describedobalo% Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design: Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec" #14 Fasteners and Drill-Tec'"' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTrac® Flat Plates or Drill-Tec'' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design: Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-TecT"' #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill-Tec'' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Option #5: Drill-Tec' #14 Fasteners and Drill-Tec'"' 3 in. Standard Steel Plates, Drill-Tec'" AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a fu mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 23 of 27 (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or ner rfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's applicatiew instructions. All coatings must be listed within a current NQA. • • • • • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively I*r: a}lood coatof approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to'?.S'gal./sq * •' • • OR 0 0 Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a prime r) followed Uy Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. • 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. NOA No.: 18-0919.07 ;xpr ion Date: 11/04/23 Approva te: 11/08/18 Page WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecr Roof Board or %z" Type X gypsum board is acceptable to be installed directly pygr the wood deck. . . .... ...... GENERAL LIMITATIONS: , , , , , , • • • • • 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Mateeials.Directory.for fire ...... ratings of this product. • .... .... ..... 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance"ith ProdeetControl:" Approval guidelines. All other layers shall be adhered in a full mopping of approved asphdlttpplied withir4e .... • • EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening paMtd bathe top leer •, 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,*p" size • • •' • • shall be 4' x 4' maximum. ; .0. :, • •; 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foan;im;�tions • when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 IV., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 IV. 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 1 17. 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 Roofing Application Standard RAS 11 1 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 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 TGFU11306-Roofing Systems Structural cement fiber building unite are co or tvc, Page 2 of2 I►Sidered suitable to be Included 171e use of as a deck in the following Class q gypsum boar plum board under any or the follows r B or C systems Rated over C- tl Is an acceptable alternate for minlr j� Class A, B or C systems does not adversely affect the redo 15/3Z The use of pot m insulation over 1-15/32 thick roor decks. Paper/pol YstYrene Insulation board between U The use of b4.tn, minimn:w ystyrane/petits¢) Is a suitable of minimu thick .; ternata Pot m �-In, Perilte board 'SnergYGuard'" RA" or Polylspcyanurate board in and deck with rosin • " • • Pared Ene the following Class A Paper (perllte?rp*• i • • 0 p0lVlsoeyanurate Inselaton in an rgYGuard'" . 8 or C systems. Y or the rollowin RA" or "EnergYGuard'" Composite RA" • • g Ctass(gcations, may be substituted for any Atles•Rbsg Corp. • • • Trumbull "P • erma Mop" may be Util►zed with an ' Y of the following "Asphalt Felt S ate • • • • • "' .GMG'LASG u80 Premium Base y Systems with Hot Roofing • • • ' Sheet" may be used in a g Asphalt". • • • • • • • • "GAFGLASG Flex PI '� any of the following systems. • • • • • • 000 • Y 6 and Trt-p(y® Ultra. be Pi • • • • y 6" are suitable alternates to ,GAFGLAB@ Ply 6" • • • • • • "GAFTFMP Permalite Recover Board" • • • • " • may be used in lieu of an • • Unless otherwise Indicated, any or the "Asphalt Felt S y perlte Insulation in any of the foltowin N • • "' •' • fta, 9 C C►asslficatiois. • • • • Systems with Hot Roofing Asphalt may be surfaced with "Flreshield MB° • • • • 'Ruberold® Dual Sm00th" • • • at 2vt to 3-galhiis' may be used as an alternate to " "RuberoldG Mop Smooth 1.5" RuberoldG MOPSmooth" or "RuberoidG 2g" or "Ruberold , ntay be used as an alternate " 20 tiT Co Ruberotd0 Mop Smooth" Class At B and C Hot rooling asphalt, For use with organic and glass felts or modified bitumen membranes. "Ruberold® Heat Weld" SBS rooting membrane may be used in lieu of "Ruberold® Mop" SBS products in any applicable Classification, 1. Dock= C-35/32 Class A Incllne: 3 insulation (optional)r One or more layers petits¢/polyisocyanurate composite m e lay Perilte or wootl fiber or glass fiber or po►yisocyanurata or urethane or Su Sheet► — Three or more piles Type GI u GAFGLASatg Ply tq p�, r�pifibar/Poi �Isocyanurate composite or Sur tO/001r ••- Gravel. YG Ply 4 or "GAFGLAStg Ply 6" hot mopped, any thickness. 2. Deck: C-[5/32 Incline► 2 Insulation (Opt(ghat s -- perllte/polylsOCyanurate composite or Perilte/urethane composite or wood nh•Npoi :sec •nurote corn One or more layers perllte cr wootl fiber or glass fiber or polylsocyanurate or urethane or Ply Sheott -- Three One Ply Type G90 We or MlneroG Surfaced cetl Cap rl-Piy® Ply 4" or !",ro SG ply s6+�e or phenolic, any thickness. Pap Sheet: — One t EnergyCap^' BUR Mineral Surfaced Cap Sheet," P Sheet' or "Trl-PlytZ Mineral Surfaced Cap Sheet „ or "GAFQLA$® 3. Decki KC Incline: 2 aij rc:oneth —One or more layers perllte, wood fiber, glass fiber, polyisocyanurata, urethane, peAite/polytsocyanurate C0 i'e, perllte/urethane composlter wood fiber/polylsocyanurate composite, phenolic, ura maximum. Cap Sheett: - pn�o j more picas Type G3 "GAFGLAS© Ply 4 "Tri•PIY® Ply 4" or "GAFG u Peal S fa d Cap SheaAS(D Mineral Surfaced Cap Sheet" or-Tri•Plyp Mineral Surfaced Cap Sheet" or "GAFGLAS(D UR Mineral Surfaced Cap Sheet." Deck, C-15/32 Incline: 1 n�tion (optional), -. Red rosin paper, Walled to deck, )• Any thtc cneas parlite or wood fiber or glass fiber or polyisocyanurate mecnahlcaliy fastened or adhered vrith OhtG Inc. "Oly6and Fastening System" or an Base shoot: —One ply Type G2 tem" or any UL Classified Insulation adhesive. Ply Sheet: — One or more piles Type G3 "GA GLAS ale Sheet" or"PIy(! Ply rf75 ease Sheet" me be COP Sheets .- One ply Type G3 "GAFGLA50 Mineral aced Cap Sheet" o� ,4t rip GAFGLASG ply 6 nailed). EnergyCap'" OUR Minral Surfaced Cap Sheet." Surfacing (Optional;: — ' Y® Mineral Surfaced Cap Sheet" or'GAFGLASG TOPCOAT® 8nergyCota'""applied at a rate of 2.981/100-ft2. http://database.ul.com/cgs-bin/Xy1//template/LISEXT/IFRAME/showpage.html?name-TGFU.R130G&ccnsh... 12/19/2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017) High -Velocity Hurricane Zone Uniform Penult Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer. •.. • ; • • Notice of Acceptance Number: //i ds S • • • • • • • LL • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculation s• �/ GGc� ,.� /� '' LL..• • • . . . 1: T- U� P2: 15• w P3: o�5•T,1. .. . . .1 .. 04 Deck Type: Type Underlayment: Ro i' ope. 121 Insulation: . Fire Barrier: Ridge i Fastener Type & Spacing:Aw'00A111-1,010 11 L Adhesive Type: J Type Cap Sheet: Mean Roof Height Roof Covering:T �=— � Type & Size Drip x �. Edge: -7 15.34 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the Me values are greater tbA(I • equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. • • Method l "Moment Based Tile Calculati S 12T' • • • • • • • / Mg: /�'�DMrt / Product Approval Mf • � � • • • (P �j��x X >t� Mg�� M2 Product Approval h 46� F x �� O• Mg�!L - Mr3 -O Product Approval • • • • •••• •••••• ••• • Method 2 "Simplified Tile Calculations Per Table Below" • • • • • • Required Moment of Resistance (Mr) From Table Below Pmdoot A-] M. • • • Mr required Moment Resistance' • • • Mean Roof Height ► Roof Slope 15 20' 25' • 30' • • • 40' • • • 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 *Must be used in conjunction with a list of moment based file 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. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L x w: = - W. x cos 0 = Fri Product Approval F. (DP2: x L = x w: = 1- W: x cos 0 = F2 Product Approval F' (Pi: X L = X W: = - W Y me it - F _ Where to Obtain Information Description iSymbol I Where to find Design Pressure P l or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier i Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Me Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance P, Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions = L lengthProduct W =width Approval All calculations must be submitted to the building official at the time of permit application. ••t FLORIDA BUILDING CODE 6th Edition (2017) - BUILDING 15.35 ' M IM I® DiADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidatle e•v/economy - . --O-T... ---- Boral Roofing, LLC • 7575 Irvine Center Drive, Suite 100 ...... . .. ...... • • •; • • • Irvine, CA 92618 .... . • .... . SCOPE: . •....' uction m This NOA is being issued under the applicable rules and regulations governing the use of cortstratefWs. The..... documentation submitted has been reviewed and accepted by Miami -Dade County RER - P;ddr.4Control Section to be .' used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction CAHJ):... ;. • • •• : • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County"grodtict C*tl;Ql'$ectiort • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have'this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved scrr ere and has been ed to comply with the Florida Building Code including the High ocity icane Zone o the Florida Buil g Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELIN Each it shall bear a permanent label with th anufacturer's name or logo, city, state and following statement: "Miami-Dfide County Product Control Approv , unless otherwise noted herein. RENEWAL f thisVA shall be considered a renewal application has been filed and there has been no change in the applicable it g code negati ecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0711.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 10 NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE . . ' .... ...... This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufai red LLCM in Lake Wales, FL and described this Notice of Acceptance. $oradRod'fing For locations where t1�,ters,Sure require0.ments,s y� determined by applicable Building Code, do not exceed the design pressure values obtained by cpjrulationsvtr • •; compliance with RAS 127 using the values listed in the installation section herein. Tke4uttachmer#t "tulations... shall be done as a moment based system. ...... ... . • • •. •.. . � 2. PRODUCT DESCRIPTION .00 ' :„0;� Manufactured by Test ...... Product • Applicant Dimensions Specifications Description • + Barcelona 900 Length = 17" TAS 112 High profile, interlocking, one-piece, 'S' shaped, Width = 13" Type —1 a high-pressure extruded concrete roof tile %2" thick equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BONDTm Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBondo 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company DAP Foam Inc. NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 2 of 8 n 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Ysmee'.. 1991 Appendix III TAS 102 & TA3 jpf-(t) • 0" "' • • • Redland Technologies 7161-03 Wind Tunnel 78AVg i;e` 1991....:. Appendix 11 TAS 108(NaVOA 0• Redland Technologies P0402 .... Withdrawal Resietaace ...... '.Sept 199�.... Testing of screw t9'.sAfttoth • • • ..:..' shank naht " • • • •.... Redland Technologies Letter Dated Aug. 1, Wind Tunnel Vesting � ug. 199J.•:: 1994 TAS 108 (NEi1-Olt). 0 Redland Technologies P0631-01 Wind Tunnel Testing ...... •fu�l� 199� • TAS 108 (Mortar Set) ..N Professional Service Industries, Inc. IC-1320-94 Physical Properties Feb. 1995 TAS 112 The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhesive Set) June 1996 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied Engineering, Inc. 25-7688-5 Static Uplift Testing June 1996 TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied Engineering, Inc. 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity American Test Lab of South Florida RT0617.03-16 TAS 112 06/29/16 PRI Construction Materials Technologies COPO-002-02-10 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) PRI Construction Materials Technologies COPO-002-02-02 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) PRI Construction Materials Technologies COPO-002-02-01 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 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 in accordance with TA" require, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perforn accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Department ,.cguiatory and Economic Development — Product Control Section for review. fee* 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Appliptips Standanu.11sted section 4.1 herein. p .... p , , 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roc03`lo a dn1�5s stated otherwise by the underlayment material manufacturers published literature. 0 0 * 0 0000 : •... 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall' bg jptompkj� �. with 0060 applicable building code. . . .. .. .. ...... . . . . ...... 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance Mtli Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Barcelona 900 Tile Profile Barcelona 900 Table 1: Average Weight (W) and Dimensions (I x w ) Weight-W (Ibf) Length-1 (ft) Width-w (ft) 11.5 1.417 1.08 -4- Table 2: Aerodynamic Multipliers - A Batten Application ire eck ica n 0.286 0.301 Table 3: Restoring to Gravity - M9 (ft-Ibf) 4":12„ 5" A 2" 6":12" 7":1joTile greProfileect 2":12" 3":12" Barcelona Battens Direct Battens Direct Battensattens Direct Battens Deck Direct Battens900 Deck Deck 7.00 Deck 6. 6.90 Deck6.19 6 06 6.76 5.92 6.60 5.76 7.07 6.19 NOA No.: 18-0509.15 MFDADE OUNTY CExpiration Date: 04/26/22 . Approval Date: 06/28/18 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) ••.• for Mechanically Attached Systems : .'. • • • • • • Tile Fastener Type Direct Deck Dires;0"k : Battens .. Profile (min 15/32" (min?1432" 0• plywood) plyvlddtl) • • • • .... .' Barcelona 900 2-10d Ring Shank Nails 28.6 41.3.. ... 19.4 .. 1-10d Smooth or Screw Shank 5.1 &8•• 4.8 •. Nail """ • 2-10d Smooth or Screw Shank 6.9 .2 • :....2.3 Nails :. 1 #8 Screw 20.7 20.7 '.:,xi 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank 23.1 23.1 19.0 Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 24.0 Nail Eave Clip) 2-10d Smooth or Screw Shank 27.6 27.6 38.6 Nails Field Clip) 2-10d Smooth or Screw Shank 38.1 38.1 41.8 Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/z" from head of tile. NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive' Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Tile Bond TMOne Component Roof Tile Adhesive ? ICP Adhesives Polyset® AH-160 two -component foam 29.3' • �. . . DAP Foam Touch N Seal Storm Bond® 2 Roof Tile Adhesive 6 a • • • • • 1 See manufactures component approval for installation requirements. • 2 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 10.7 grams. ... • 3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per pjd4)6 8 grams. • 4 DAP Foam Touch N Seal StormBond® Roof Tile Adhesive Two -Component; Average wei fat eG paddy 8 grams. • • . . . . ...... Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) "" for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Polyset® AH-160 two -component foam 66.5 5 ICP Adhesives Polyset® AH-160 two -component foam 38.7 6 DAP Foam Touch N Seal Storm Bond®2 63 7 DAP Foam Touch N Seal Storm Bond®2 828 5 Large paddy placement of 63 grams 6 Medium paddy placement of 24 grams 7 Medium paddy placement of 30 grams 8 Large paddy placement of 60 grams Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set9 24.5 9 Seespecific mortar manufacturers Notice of Acceptance NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 6 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 BARCELONA 900 TILE (LAKE WALES FL•PL•ANT 2} ... ...... . LOCATED UNDERNEATH TILE ... •�; 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the followings • .. 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. NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 7 of 8 PROFILE DRAWING NAIL 17" OVERLOEK••• "" .. . ...... . .. ""•• • . ...... .... . .... .... ...... ..... !'...t ...... ... . ..... •� • . :*0009 0000 13" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 8 of 8 MIAMEQADE ®MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Polyglass USA Inc. 1111 W. Newport Center Drive 0000 Deerfield Beach, FL 33442 ' ...... . ...... SCOPE: • .. This NOA is being issued under the applicable rules and regulations governing the use of cop$trychon matter ials. Thi.... documentation submitted has been reviewed and accepted by Miami -Dade County RER - Ptadugt'Contrbj &,ption to >Z used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiot"a JAHJ)... � ; • .. .. .. ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County-Rooduct Control Section . • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have..this ....:. .... product or material tested for quality assurance purposes. If this product or material fails taperOgn in the accepted ; manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, moeiN, 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.] 5-0410.04 and consists of pages 1 through 8. i The submitted documentation was reviewed by Freddy Semino. qm NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product ."". Product Dimensions Specification DescrAud Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface S f lf'adhertng,•APP .... Manufacturing Or 65' x 3' polymer modified, fiberglass reirifo'reed, bitumtnous ; * 9 9 6 ; .... Location #1 & #2 60 mils thick . sheet material for use as an and;*l0yment ifl s.. . ad roof • assemblies. Designed as an icc.4.rain shi 00006 . . Polystick Dual Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self-adh orl ng,oglass-fiber/po'lyestet•' •; • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing mentbrahe: Designed0as a Location #2 metal roofing and roof tile underlayment. ;' • • • • Polystick Tile Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ' Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 MIAMMADE COUNTY 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 Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 ..1Z104/08 P10870.04.09 TAS 103/ASTM D4798 4 G19� •0,03/09 ...... P33360.06.10 ASTM D1970 ;•.0-MQ1/l0 •• P33370.03.11 TAS 103 V102111 ""' • P33370.04.11 ASTM D 1623 �,„� 0j4/26/11 • •.. P36900.09.11 TAS 103/ASTM D4798 &.Gil55 1 • P37300.10.11 TAS l I0/ASTM D4798 &1 WAO ..el0/49/11 ..;..• P40390.08.12-2 ASTM D 1623 • • • • a8%7/12...... P37590.07.13-1 ASTM D6164 :":': 07/02/13 •� P45270.05.14 TAS 103, TAS 110 & ASTM D1923 ..OS/.12/14""'• P46520.10.14 ASTM D1623 •• 19/03/14:....: P44360.10.14 TAS 103 & TAS 110 '•;1Qfi7/14• P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G 155 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 11 /09/09 DX23D8B TAS 103/ASTM D4798 & GI55 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 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" J" d lap. (for base sheet only) • . . .... ...... Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystl �k fu MaV,.Pdl}Vstick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS P�i�sy„ Surfacing: .... ...... See General Limitations Below. • • • • . 0 6 .... .... ..... ...... . . Deck Type 1: .. .. .. ...... Wood non -insulated ...... 0• Deck Description: . . . . ...... Min. 19/32" plywood or wood plank System Type E(2): :60460 Anchor sheet mechanically fastened to deck, membrane adhered: . ". ; 0 0 0 0; .. . . .. . . 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. 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 strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with ;tppjk ble building code...... 4. When applying the membrane in the valley, start at the low point and work to the high po�ntj rolling thy. • • go membrane from the center outward in both directions. so*• 5. For ridge applications, center the membrane and roll from the center outward in both directions. • .... ; • • • •; .... 6. Roll or broom the entire membrane surface so as to have full contact with the surface rvm� speciffi'atention ..... • to lap areas. • .. .. ...... 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembay•o.m. ent Product Control • • Notice of Acceptance. ....:. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flasNng tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick sAaW be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MAMMADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 31 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.•ex cej�tion of iv "fr set tile• • • • applications. • • • • • • . ` 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies maximum goof slope• • • •� shall be as follows: (See Table Below) ; • • • • • Tile Polystick Elastoflex Polystick TU Plus, Polystick PolySjiF& • System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTSPtus' MTS PJ4s with}• Dual Pro • • • • • • TV Plus . . Flat Tile Prohibited 4:12 6:12 6:12 5: 2 • •6►1.2 •' without battens '..'0,•• Profiled Prohibited 4:12 6:12 6:12 4:12 ' • 402 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. RAW" NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU JA *@1.vstick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a i1eqt4t may be Made to the • • • • Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for apprDial'provided •• that appropriate documentation is provided to detail compatibility of the products, wjiNft resistance, and ire "� testing results. •....� •....� ...... .... ••.0 )••.r • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTI�k IEMBRANJJS • • • ••.••• • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SP1:C1VI♦i APPLICAJTIONS.. . •.: • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOJIMInDATIONS. • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks." tdStallers 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, I 1 gauge ring shank type, applied with a minimum I W 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. 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.lt'is '. recommended to refer to applicable building codes prior to installation to verify accePW Me Substritese " 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick merr►tSr'ahMS can be famished • • • •: • upon request by our Technical Services Department by calling 1 (800) 894-4563.0000 13. Questions in regards to the application of Polyglass products should be directed to Z-Technical Se"icls Department at 1 (800) 894-4563. """ • • • • • •: • •' 14. Polyglass recommends that applicators follow good roofing practices and applicable proriedures as outlined by • • 90 the National Roofing Contractors Association (NRCA). 0 0 0 0 0 • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLJCKINONS * ' LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadysoveconomy ICP Adhesives and Sealants, Inc. • • • •; • 12505 NW 44" Street • • • • • ...... . .. ...... Coral Springs, FL. 33065 .... ...... SCOPE: •••• •••• ••••• This NOA is being issued under the applicable rules and regulations governing the use ofA,PV111uction ;Ate4als. 11f; •' • documentation submitted has been reviewed and accepted by Miami -Dade County RER-NQdW.Control Sfchon to De • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiltion (:1HJ).. • • • • • ••.••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou;V.40duct Control Section..: (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to AyC lids procfuct • 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: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11. . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: ' This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sed'I'd3119, Inc.;s described• • • •:. in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable ; • � � •; building code, do not exceed the design pressure values obtained by calculations in compliatlqi; yv�ith Rooerng' • Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systetu , using�l,qP . Adhesives Polyset® AH-160. • • .. • PRODUCTS MANUFACTURED BY APPLICANT: ...... Product Dimensions Test Product, Description • • • • • • Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPacV 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: l . Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MAWDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12t1'6/9� 25-7438-3 SSTD 11-93 • �. I M-1/95 • • • • • • 25-7438-4 • • : % . ' 25-7438-7 SSTD 11-93 11/01195 •.•." ...;•, 25-7492 SSTD 11-93 .... 12, 1;/.95 � • • • • � .... .... ..... Miles Laboratories NB-589-631 ASTM D 1623 • •; • •; 0,2✓61/94 ..:..' Polymers Division .. .. .. ...... 00 Ramtech Laboratories, Inc. 9637-92 ASTM E 108 U3493 ' •' • • • Southwest Research Institute 01-6743-011 ASTM E 108 ? 1NJ1(j94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MAMMADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3of11 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 settionp nd the corresponding Placement Details noted herein. The roof tile assembly's adhesive attalmeh with tl?e 59e of IOP• • • •. Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or e�c�;ed the reZ1star1 a value •, determined in compliance with Miami -Dade County Roofing Application Standards R.Aj$:"7. The adhesive •" attachment data is noted in the roof the assembly NOA. • .... •.. • ; • • • • 3. ICP Adhesives Polyset' AH-160 and its components shall be installed in accordance witNRoofing Application* • • • • Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and.Viti tenance gaolJet. • •' • • •• •••.•• 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensedby;I%P Adhesives and • Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators td'the agtr.o f;Y having..:. jurisdiction. • .. . . .. ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required betbregVplication of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 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. NOA No.: 17-0322.03 IIAMI•D AMDE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches *so* 45165 • Profiles Flat, Low, High Profiles #1 17-23 sq. inches •:•• 45!65' ..• Flat Profile #2 10-12 sq. inches •0• 3 0 Low Profile #2 12-14 sq. inches •••' '.34.' ..• High Profile #2 17-19 sq. inches .. . •.• • 000 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at":'=2 grams per paddy head of tile 9-11 sq. inches at ' • • 0000 overlap • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 gram per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MUMNIADE CCKjRN4TY _ Liw", W_ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAWDADECOUNTY Expiration Date: 05/10/22 ' Approval Date: 04/27/17 Page 5of11 ADHESIVE PLACEMENT DETAIL # 1 NA tlfrough plastk carwrd caddy (d•n.aWille) Iwhawr.g lrad) th+d•rlsym•nt •� I - • 101 EavC•urs• 2 Errr•tJatur• '=:� Nall through plastk cement (when rewlred) Paddy IRrn••th TA•1 Vndwlaytwrnt l 10 rn.: 21n velde tatters pnal optional G" closure Ears Course Fasda Nag ths.ugh pl•uic Iwhm requandi paddy I8•n••thT11.1 tand*d&yM"t r 2 an. Wilde fattens + /optlenal • Ir Eara Csurs. Fasda Wkephole 191M n. low ctoswre .. onpedge APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to, We Overlock . . .... ...... of the tile being set. • ...... . .. ...... 2. Continue in same manna& 61sure apprommately 17 (109.7 cm') — 23 (148.4 vrnZ} squarei t►ckradhesive • • •: contact with the undersidtWthe tile..... • • • • • .. .. .. ...... • • • • •••••• •• • • •• • • 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. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 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 cm') square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 man throughplAoic(•rnent PaddylEw,e•tloT7le) tnisea required)' y UndatUyrnant • zaT i �� • ►`sib. �` lathes optional • Fave Courso `` t01ti r Fascia ` 1*iM fare Boson . Nail thmailh plastic cement When reourndl Paddy itanesthTile) une•.l.yrs,.ne On. Qattens Optional AV Loin., 2Lr. &r•Cawn•-Foods Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tila closest to tlia overlock of• • • .. the tile being set. Insure approximately li (1.09.7 cm2) • — 23 (148.4 cm2) square inCh%tRsive Contatt with the • • • underside of the tile. """ ' •••• •••• • • At the second course, apply �� p pimun3 �* (50.8mr;01:• • • x 7" (177.8 mm) x 1" (25.40""foam paddypnto tpp. . . • underlayment positioned asslu>amn under the strengthening rib closest to the overlock of tke tile • • •.:. being set. • • • ...... Continue in same manner. Insure approx`)mately 10" (64.5 cm') - 12 (77.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 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 cm') 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 l 2" (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 MIAMFDADE couNTY • e Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 r ,J • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) K&M dwough pbstk ce "aft ►e4ulmd) n►day mon"hrile) trtnd•�Ie�nsnnt 7' 2 11L lattees eptlenal 'h Eare Gouvse asda � tin.Phd. O►ip edge 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 Nider the pan portion of the tile clos%t tb 0he ovVloc)S of the •. -• • tile being set. Insure approb-4 Wealy 17 Z1(59.Tcm2) 0 , e 23 (148.4 cm2) square inch a4esive contact with the • underside of the tile. 000000 0 • • • • 0 • •••• •••• ••••• 2. At the second course, app y a mnrmurli7:(-T.8m)j' • • x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto tie •••••• underlayment positioned * slto%2n under tLj pan .•••.• portion of the tile closest to theeoverloV bfthe tile being set. •. • • • . • 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8of11 . " 0 A ADHESIVE PLACEMENT DETAIL # 3 Hall duoughplastic canet Pal ddy(between tfles) (when required) Battens optional • • Paddy(tinder tile) an�dt� r ;� IX4h1. ``f Singiepaddy � t 2X4111. torn h, asda Eareclosum Flat/Low Pronle Tile NaOthrough ptasticament Single paddy under tile (when requfed) paddy (between tiles) Batten Paddy (under tfle) optional �d of tile X 4 in.'s. S paddyoa ��_ Zz alit �` 2in. Ears Closure Eare Course Fascia Medium ProflleTile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profiiL4 file closest . ... ...... to the overlock of the tie berm set. Lea.ve •. approximately 4" (101.5•tpp"up frgm•tDg-eave • • • • • edge free of foam to prgvw1 the expanded adhesjve • from blocking the weep llo". Insurg... •••••• approximately 17-23 ink 409.7-14e4 cnrvj' of ..... adhesive contact with t?i6 Vftrside fVe.e ile • • • • • .. .. .. ...... 2. Apply a4"(101.6mm�x4%101.6jrm�;1"(25T••- mm) foam paddy onto fhe. enOerlaygier4 just belinv • • the second course line positioned fcrhA4)atldy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in' (51.6-58.1 cm') of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 CMLAMM�ADECOUONTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nan through plastic Single paddy underdle (when regidred) Paddy(between files) Battens [oboesl Paddy rendertne) optional t� 1 �V Singiedy b�oa �;• sinoe z:4p on ,; t top the � Eave t parse • ;• Fascia Weephole to ln. 2 )n. Eave closure Drip edge High Pronlc Tile 3. Also apply a 2” (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portiotref the tile, closest to the underloc4of t, %first cdMe of tile!... • Install second course of file. Insure 40laro%mately •. •••• •••••• 9 (58.1 cm2) - 11 (71 cm : qua re inch aafiesive • contact with the underside, p f the tile gj 14e overlgp• • • and 7 (45.2 cm2) - 9 (58.1.gmp squ ftjpph . • • • • adhesive contact with tWalnderside•ofthe the at..;..' the head of the tile. Conrinne in same rriaY►Yler. *so*:* • • • • •••••• ••••% •• • • •• • • • • • 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 6S to 70 sq.In. Steep pitch applications In contact with the pan tile. (when required) 2) Turn coven 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. rs.° IUnderlayment 1 Eave closure (motar shown) Fascia Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (;33Aai%n) foam paddy onto the underta rrsht positishttl as • • • • • • • shown under two adj : c ent jJ n tiles.' 84port eave ' • tiles from rocking un�[;jj :sive has jchance fo 0 • cure. •••••+ •••• •••• • • •••• •••• ••••• 2. Continue in same matirt�r bringing Ewo lan • •: • .' courses up toward the tid . Insure • • 989900 approximately 65 (4lg4cf$Z) — 70 (451.6 cm2) •, .. square inch adhesive contact with%w.iLidersidV•. of the pan tile. •••• � • •• :•.••: • • 0%0 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11