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RF-17-2023Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe •m it Issue Date: 8/10/2017 PerMit NO. RF-8-17-2023 Permit Type: Roof Work Classification: Tile/Fiat Permit Status: APPLIED Expiration: 02/06/2018 Parcel Number Applicant 69 NW 99 Street Miami Shores, FL 33150- 1131010180490 Block: Lot: LISA RABAH Owner Information Address Phone Cell LISA RABAH 69 NW 99 MIAMI SHORES FL 33150- 69 NW 99 MIAMI SHORES FL 33150- Contractor(s) Phone PR-ESTO ROOFING CORPORATION CeII Phone Type of Work: Re Roof Additional Info: RE -ROOFING FLAT& TILE Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $7.80 $4.13 $4.13 $2.60 $275.00 $9.00 $10.40 $813.06 Pay Date Invoice # 08/10/2017 08/10/2017 Bond #: 3481 Pay Type RF-8-17-64831 Credit Card Check #: 2794 Amt Paid Amt Due $ 50.00 $ 763.06 $ 763.06 $ 0.00 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, PLUCHANIC WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: ify tha or= •oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonze the above -named contractor to do the work stated. August 10, 2017 Authorized Si••:ture:OwTr / Applicant / Contractor / Agent Date Building Department Copy August 10, 2017 1 BUILDING PERMIT APPLICATION ❑BUILDING ELECTRIC ❑PLUMBING ❑ MECHANICAL 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 gROOFING PUBLIC WORKS Master Permit No. Sub Permit No. RE C VIED AUG 10 2017 FBC 20 Iq- S-h 6))F 11-2.0Z3 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: f'7 ki Id qq 71 LJ City: Miami Shores /� County!�I . Miami Dade Zip: 3' / rO Folio/Parcel#: //— 3/0 /- ?I?3 " d 44'0 Is the Building Historically Designated: Yes NO Occupancy Type: li Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee' I Simple Titleholder): Li54 r-E�/ . O F4. Li* 4660 Phone#: ' .S 7'f2 " DJ z / Address: 4 MO q% 6 / City: 7 i(41 1 .11t9i2,S Tenant/Lessee Name: State: Email:'140. 5 5 /4IIOO. Can CONTRACTOR: Company Name: /(> G CoRP Address: 7'6-o £(.J e6 I) City: Qualifier Name: } State: tro I1. 2 i ,r!o Phone#: Zip: 3/ S O Phone#: -?12 -1047 ?At,-554--O3 .9 virv4 6 Zip: 33-0/^ _, Phone#: W- >44-1fc State Certification or Registration #: O S6 4.1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: � City: State: Zip: Value of Work for this Permit: $ Type of Work: ❑ A. • ition Description of Work: `' Zoql 7 7 Square/Linear Foot of Work: n Iteration C ❑ New, �1 a� t • '�w,tr�r..rfs;ro •:ex. * ,rn+. .:*,a•..x»..:c tj^. yx, •,w•...:..r Specify color of color thru tile: Submittal Fee $ —'0 i1 c (J Permit Fee $ � 15 CCF $ 7 . 80 Scanning Fee $ L Radon Fee $ I • 3 DBPR $ • ) Technology Fee $ to e 4 o Structural Reviews $ CO/CC $ Notary $ Training/Education Fee $ Z • b Q Double Fee $ Bond $ `--�O0 ,-fz— TOTAL FEE NOW DUE $ 3; 04 (Revised02/24/2014) / G 0-6 Bonding Company's Name (if applicable) Bonding Company's Address • t. City ` j State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City r S f State Zip Application is hereby made to `obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO'RECORD A NOTICE OF 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." , ,r , 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 faiththat a copy of the notice of commencement and construction lien lav/ 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. " OWNER or AGENT - ._ .. • . The foregoing instru ntwas ackno ledged beforerme this The foregoing instru was acknow ged before me this 2 / ddlay��of/� 20 / 1 by day of �� 20 /7 by Z. 144 /` �►u{+� , who is personally known to u !`(rut is erg sonally known to me or who has produced as me who has produced as identification and who did take an oath. I CARLOS G. MENZEL Sign: Print: Seal: .% any Public - State of Florida 11:4" Commission # FF 126292 ***************************** APPROVED BY-_ ,r identification and who did take an oath. NOTARY Sign: Print: Seal: ` LIC: 0 irewid CARLOS G. MENZEL Plans Examiner My Comm. Expires May 26..^018 Structural Review (Revised02/24/2014) a 1 , Banded Through National Notary Ass. Zoning Clerk NOTAR IC: GEOTECHNICAL I ENVIRONMENTAL I MATER1ALb Tt.aa+try rWac.a+vo i ...ova- i FLORIDA BUILDING CODE TEST P MIAMI, October 30, 2017 CLIENT: PRESTO ROOFIN ORP.: 8089 NW 67`h Street M. F PROPERTY ADDRESS: Roo ` 69 N DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF T _ OCOL TAS-106 PERMIT No. RF-8-17-2023 IAMI SHORES, FL 33150 Y WITH TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By: DB Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC. Test No. Test Location Field Uplift Pull Test Test Result 1 - 34 Field See Sketch Below > Than 35 LBS Passed 35 - 41 Corner See Sketch Below > Than 35 LBS Passed 42 - 67 Perimeter See Sketch Below > Than 35 LBS Passed 62 - 79 Ridge Caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOF SKETCH 41 67 66 40 64 65 -.. 39 1 62 63 61 i 2 42 43 29 28 30 23 24 25 ` 27 22 75 21 74 3 4 60 ' 1 77 11 76 10 59 1 12 13' 56 38i 58 137 Sincerely yours, 55 . v 20 73 19 7 5 9 8 14 ,54 S '_--_�4'J--LQ! 36 j 201,) WissanrNaamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 15 53 44 35 32 45 33 69 31 46 47 26 70 . 18 48 L 49 16\ 6 7 ' 50 9 52 51 \ Q .rrr�Ir 9PAD N44 r°.�\�ENS��`: N0. 39584- k •0 STATE OF .` w NPO- Page 1 of 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL :INFOODYNATECHENGINEERING.CON \ r WI/J< Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL- DO NOT PAY 262469 BUSINESS NAME/LOCATION PR ESTO ROOFING CORP 6089 NW 67 ST MIAMI R. 33166 OWNER PR ESTO ROOFING CORP WOrker(s) 10 RECEIPT NO. RENEWAL 262469 ILBT\ EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR CCC055561 PAYMENT RECEIVED BY TAX COLLECTOR $75.00 07/13/2016 CHECK21--16- 184538 This Local'Busiaess Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, penalty. acertification of the bolder's qualifications, to do business Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the badness. The RECEIPT N0. above mustbe displayed on all commercial vehicles - Miami -Dade Code Sec la-276. Fur more information, visit yvww.mtamidade.00vitaxeoilector STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL. 32399-0783 ZUNINO, ADOLFO MARCELLO PR-ESTO ROOFING CORPORATION 8089 NW 67TH STREET MIAMI FL 33166 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation, Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldallcense.com. There you can find more information about our divisions and the regulations that Impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC055581 :ISSUED: 09/08/2016 CERTIFIED ROOFINGCONTRACTOR ZUNIN0, ADOt„EQ MARCELLO;. PR-ESTO ROOFING CORPORATION IS CERTIFIED under the provisions of Ch.488 FS. Expiration date : AUG 31, 2fl18 L1609080002939 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 ZUNINO, ADOLFO MARCELLQ PR-ESTO ROOFING CORPORATION 8089 NW 67TH STREET MIAMI FL:4i166 Property Search Application - Miami -Dade County http://www.miamidade.goy/propertysearch/#/report/summary r OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-018-0490 Property Address: 69 NW 99 ST Miami Shores, FL 33150-1740 Owner LISA M RABAH Mailing Address 69 NW 99 ST MIAMI, FL 33150-1740 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,385 Sq.Ft Lot Size 8,100 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $178,398 $178,398 $131,771 Building Value $96,396 $96,396 $97,199 XF Value $361 $365 $370 Market Value $275,155 $275,159 $229,340 Assessed Value $178,414 $174,745 $173,531 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $96,741 $100,414 $55,809 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 NAVARRO SUB PB 12-59 LOT 18 & W1/2 OF LOT 19 BLK 5 LOT SIZE 75.000 X 108 OR 19431-0529 12 2000 1 Generated On : 8/4/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $128,414 $124,745 $123,531 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $153,414 $149,745} $148,531 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $128,414 $124,745 $123,531 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $128,414 $124,745 $123,531 Sales Information Previous Sale Price OR Book - Pa 9e Qualification Description 10/01/2007 $0 25964-1756 Sales which are disqualified as a result of examination of the deed 03/01/2006 $385,000 24406-3616 Sales which are qualified 12/01/2000 $145,000 19431-0529 Sales which are qualified 03/01/1996 $66,500 17191-1770 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 Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1 Form YY IN RE: THE MARRIAGE OF: i/4-�t.1'4 /-�alca-1 Petitioner, C-0 IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT IN AND FOR MIAMI-DADE COUNTY, FLORIDA FAMILY DIVISION 08 -0 4702 KO 1 CASE NO.: FC FINAL JUDGMENT OF DISSOLUTION OF MARRIAGE (MSA) THIS CAUSE a before the Court on this 2.e% day of KO cii 20 Oi on the ¥tA. ii/1 's Petition for Dissolution of Marriage. After hearing argument of the parties, it is therefore, ORDERED AND ADJUDGED that: 1. This Court has jurisdiction over the subject matter of this action. 2. This Court has jurisdiction over the parties: A valid Florida Driver's License, ID or Voter's Registration Card has been produced. A Residency Witness Affidavit was submitted and made a part of the file. There was sworn testimony as to 's residency by who is qualified as a residency witness. Final Judgment of Dissolution 1 .A TRUE COPY CERTIFIGA CASE NO.: Oq � t °a FC'0 3. The marriage of the parties is irretrievably broken and is hereby dissolved. 4. There is/are t or minor child(ren) born of the marriage, to wit: Name Date of Birth Sex 5. A marital settlement agreement has been executed by the parties. A copy of that agreement is attached hereto. This agreement is ratified and is incorporated herein by reference. 6. In accordance with the marital settlement agreement, the parties agree that there shall be / parental responsibility and that the primary residential parent shall be the 7. As agreed, the payor shall pay to the the amount of $ f per as and for child support pursuant to the statutory child support guidelines. 8. The Wife's former name is restored to ,. j 5 A M \ 1. A.,RELLA NU 9. This court reserves jurisdiction as to the welfare and best interest 10. This Court reserves jurisdiction for purposes of enforc Final Judgment. Petitioner Name: Street Address: City, State, Zip: Telephone No.: a iami-Dad o Fl• da this RT JUDGE BERTO It PINEIRO N A D lM ,/� (� a N CIRCUIT COURT JUDGE sgS CRAwo Cnucnft(?S'E 74/4m4 5cta�r_5 r_t„ 331) Respondent Name: L-` -t 4 P T LL,6, ND fP Q R A n Street Address: ‘y' /VW q'r $ T • City, State, Zip: Mt t M l r . 37 15T,)TE OF FLOR Telephone No.: htkcliy CERTIFY that the Final Judgment of Dissolution ,rigirtel an file in this offi -IARVEY RUVIN, Clerk A, COUNTY OF DADE ig411 rect copy of the `t �UU AD 20 of Circ •linty Courts 2 Deputy Cie 3 Signature State of Florida County of Dade Miami Shores Vivage 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: 1"/11 L de) Li Property Address: 6f A110 9g T Date: Roofing Permit Number: Dear/ Building Official: certify that I am not required to retrofit the roof to wall connections of my build] g because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Z /,S Q _ -e/,/ C Print Name The undersigned, being the first duly sworn, deposes and says that he Sworn to and subscribed before me this day of J� t� Notary Public, Sate of Florida at Large e is the owner for the above property mentioned. ARLOS�},rA0F�J2E� ,ro � Notary Pdblic - ate o Florida My Comm. Expires May 26, 2018' Commission # FF 126292 „'' Boded Through National Nte Assn • When the just valuation of the structure for purpose of ad valorem taxation is equal ! r 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 - Zo ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application oti • 'O Section A (General Information) Master Permit No. Process No. - TO Fit;;OF-c,Al- INT Contractor's Name Job Address C l gq Low Slope 0 Asphaltic Shingles 0 New roof 0 Repair Low Slope Roof Area (SF) a614 ROOF CATEGORY ❑ Mechanically Fastened Tile X Morta Adl e vT ii= e Setss• O Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE . . .. .. • ▪ ' .. .. . 0000 0000 .. . . . . .. . 0 Wood lirngies/ hS a• a s 0000 ▪ 01100 • • . . 0 Maintenance Reroofing • 0 RetUe41 • • . ROOF SYSTEM INFORMATION • • • Steep Sloped Roof AREA (SSF) l"(' Total (SF) r 7br� • 1 1 1 1 ....1. .F • 1. ..... , ...., 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. q` 10--f L 24 1 m! t rz vJ I. p ! f 10 •7-4 -,4f' I �-:, t , }},� .. ,' r ; ' f I FiI �YW nrr1 �.L 1f - z ' ' �---► 9 LL_L Q N t�xl0a l�o 4•3xz4 _ /032 ifs x13= 24 `f 5Ig lox (6 16D 1432. IF _ l FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) �� 10 �� 15.37 ERNATIONAL CODE COUNCIL Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 — ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:_ _ _ _ • Roof System Required Sections of the Permit Application Form Attachments Required . See List I41'ft i • Low Slope Application A,B,C 1,2,3,4,5,p•7. • • Prescriptive BUR-RAS 150 A,B,C 4,5,6 T • • • •• Asphaltic Shingles A,B,D 1,2,4,546,7•.• • 1,2,3,4,6,6*t • - Concrete Clay Tile A,B,D,E Metal Roofs A,B,D 1,2,3,4,5,6,7 • Wood Shingles and Shakes A,B,D . 1,2,4,5%Z'; . Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation • • •• • • • • • ••- • ••• • - - • • • • • • • • • • • 15.36 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer 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. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer. 'f tE'� Product Approval No.: - tf22 z/i r 4 Design Wind Pressures, From RAS 128 or Calculations: P1: - L/2 P2: -% /., P3: -. %biS D Max. Design Pressure, from the specific product approval system: _ 52. 5 Deck: Type: (000 Gauge/Thickness: Sig " Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet �Fa/ ever/ ondin�M�'aLLte`rial:,�p III `l PIf (Y�9��'`� Ply Sheet(s) & No. of Ply(s): i f ✓ ("2 Ply SheetFas r/ndir,_•, aterial: Top Ply: 41141-4,14A-- CM) 4zjta k. Top Ply Fitte er/ o di g erial: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: 4' " oc @ Lap, # Rows @ " oc .. • Perimeter: " oc @ Lap, # Roves• "pF •.. .•Corner: " oc @ Lap, # Rows 14�• a . S " • oc • Number of Fasteners Per Insulatiop•goard: V 44:. .••. Field Perimeter . . Corner •' •. •. .. ...• Illustrate Components Noted and RdgOs Applicablb: Woodblocking, Gutter, Edge Term fiation'StripptrigMghing, Continuous Cleat, Cant Strip, Base Flashing, Coenterflashing, 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. tkao tfr 1 1 1 1 1 1 .r .... 1 •. r••• 1 •• .1.... • 1611L Parapet Height /D 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 . 15.38 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer 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 Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: ib Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: Deck Type: Ridge Ventilation? ¼(1()cv %1 i Type Underlayment: Insulation: • • • • • •• • •.•..• • •••• • • .••. 0400 •• • • • • •• • • • •• •• • • • • • • • • • • • • • • • • • Fire Barrier: Mean Roof Height: 1 7 Fastener Type & Spacing: Adhesive Type: • • • • • Ai • • Type Cap Sheet. Roof Covering: Type & Size Drip Edge: • 1 • •1••• •1••• 1 • • • • 1 • • 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 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 owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Adddtione!!Y, the following items should be addressed as part of the agreement between the owner ant :le cSmtractor. Pt *Owner's • initial in the designated space indicates that the item has been explained. •• • ••• •• • • • • . • . g4igefdeckjrtartf eto • -� Renailing •wood decks: When replacing roofing, the existingwG be renailed in accordance with the current provisions of Section R4403. (The caofdegk is u snail)i.� concealed prior to removing the existing roof system). ..• .. .... . • •. • • • • • • • •. y 4. 2') u Exposed Ceiling: Exposed, open beam ceilings are where the uDdere(de of the3 roof decking' can be viewed from below. The owner may wish to maintain the architectural appearance; ttierefo�a� roofing nail penetration'of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. A., 6. l/� 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. d 4Pl/ Wr7 Owner/Agent ignatur 'bate Property Address Revised on 7/9/2009 0:07/01/2015; Permit Number • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Plodugt Contret kition to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisd%.tidal {AHJ). . . • • ' . • . . • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ct Control Section, (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t1 sight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in tie accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate/ Yetoke, rpheltf'6 or • suspend the use of such product or material within their jurisdiction. RER reserves the righ't'to'revoke thi's'fc'ceptande, . • if it is determined by Miami -Dade County Product Control Section that this product or material �`r1s to meet the • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the F18txda £iuilding.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.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: 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 3'3 3/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10"x3'33/g" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment ih's1tped roof assemblies. Designed as an i e .&• fain shieI : . • • • A rubberized asphalt self-adAM$,'glass-fMer7polyesttt • • • • • reinforced waterproofing membrane. Designed as a • metal roofing and roof tile unirryment.. • • • A rubberized asphalt self-adheanpglass.freer7polyesfet"' reinforced waterproofing membrane. Designecaas a metal • • roofing and roof tile underlarm2ht: ••• A rubberized asphalt self-adien g.polyes ter reinforced •• • • • waterproofing membrane. Designed as a a rcafl ile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 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 Test Azencv Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 &R?9'0 ASTM D 1623 ASTM D6164 • TAS 103, TAS 110 & AST$ $ Q23 ASTM D 1623 • • •' TAS 103 & TAS ASTM D 1970 & TA TAS 103 & TAS 1 ZO • ASTM D 1970 & 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 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 . "61/01 / 11 •••14/19/11 •• 07/02/ 13 ;••Q5/12/14• • 10/03/14 .•'110/07/14 to/17/14 • 0(/27/16 :1'48t27/16. • • • n29/06 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. MIAMIDADE 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: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMI.DADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank • • • . . .. . • • Anchor sheet mechanically fastened to deck, membrane adhered • • • • One or more plies of ASTM D 226 Type II or ASTM D 2626. •. • •. • •••• •••• •• • • • • ••• • • • • • •••• • • • • • • • • • • 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) Elastoflex S6 G, hot asphalt applied See General Limitations Below. • • • •• • • • ••• • • • •• • • Wood, non -insulated Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. 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 applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface:, givng speciaLattention .. . .. . to lap areas. • • • • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assem if �ni: ent Pr& uct ContrMr"' • • Notice of Acceptance. •. • • , • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The. a9hing tape's i fl be pressed in place and formed around the protrusion to ensure a tight fit. A second la}ttlif''1 olystigk 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 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polytticlj • • MTS Pits • • Sy9tent (E3) • • MIS %.la§ with i0 Plus •' Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 • • • • •••• • 6:12 : • • • Profiled Tile Prohibited without battens 4:12 6:12 6:12 4: r2: •': •• •• . • 1 !112 • • •••• .• • •••• • • •••• ..•. •.• • • .•• • • The above slope limitations can be exceeded only by using battens in accordance with the Approvgd.T.ik Syste'hi • • • • Notice of Acceptance and applicable Florida Building Code requirements. When batlensare required, the•y 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. 0 0. 0 0) t0 POLYST1CKIU Plus MIAMI•DADE COUNTY APPROVED (6 Max. Per Stack) 12 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 P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. • • • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK.MEMB ES •• • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SWIM APPLICATIONS. • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMN U DATIONS : • • • • • ..•. • • 1. Polyglass does accept the direct application of Polystick underlayment membranes tq,wbprl•decks'.Iy4�Pllers ark • • • • cautioned to refer to applicable local building codes prior to direct deck installation to.ansure 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 edgg Se4m as i2v.Polyglass: • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal di%k*s 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 '/"/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. MIAMFDADE 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 furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as btitli;ed by the National Roofing •Contractors Association (NRCA). • •• •••• "" •• • •• • • ••• • • ••• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEC1p?C APPLICATIONS. • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMTVI IVOATK3118.: • ' END OF THIS ACCEPTANCE MANMADE COUNTY APPROVED • • • •• •• •••• • • • • •• • • • • • • ••• • • ••• • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AN1) CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422-0761 MIAVII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gm/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER ' • Product Control Section to be used in Miami Dade County and other areas where a11ow•ed bathe Authoitx• Having Jurisdiction (AHJ). • • • •• • •• • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade .Gdunty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Mian>,i•9ade Count). reserve the right to have this product or material tested for quality assurance purposes?f tkis product or . material fails to perform in the accepted manner, the manufacturer will incur the experts dP t..tch tesdfig•• and the AHJ may immediately revoke, modify, or suspend the use of such product or maierial wiPrirr�• their jurisdiction. RER reserves the right to revoke this acceptance, if it is determine:1 by. Miami -Dade• County Product Control Section that this product or material fails to meet the requireglents of •tttt• • 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: CertainTeed Conventional Built -Up -Roof Systems 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 and revises NOA No. 08-0410.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. MANMADE COUNTY APPROVED NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 1 of 16 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing Built -Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Mineral Surfaced Cap CoolStar Flintglas® Ply Sheet Type IV or VI Flex-I-Glas Base Sheet Flex-I-Glas FR Base Sheet GlasBaseTM Base Sheet Black DiamondTM Base Sheet MIAMI•DADE COUNTY APPROVED Dimensions 36" x 65' 10"; Roll weight: 86 lbs. (2 squares) 36" X 32' 10''; Roll Weight: 78 lbs. (1 square) 36" X 32'10"; Roll Weight: 78 lbs. (1 square) 36" x 164'7"; Roll weight: 40/55 lbs. (5 squares) 36" x 98'9"; Roll weight: 90 lbs. (3 squares) 36" x 98'9": Roll weight: 90 lbs. (3 squares) 36" x 98'9": Roll weight: 69 lbs. (3 squares) 36" x 68'7"; Roll weight: 78 lbs. (2 squares) Test Specification Product Descri§tiop'. .. • .. . . . . ASTM D 4601 Asphalt coated, fibergl'dSS'Cdiflforcedbtst • Type II sheet. • UL Type 15 ASTM D 3909 ASTM D 3909 ASTM D 2178 Type IV or VI UL Type G 1 ASTM D 4601 Type II UL Type G2 ASTM D 6163 Grade S Type I ASTM D 4601 UL Type G2 . . ... • .... Asphalt impregnated aotd cowed inorganic' glass fiber surfaced wi:1T rririral granules used as the top ply in conventional apijt Dp roof membranes. • .. . ... . Asphalt impregnated and coated inorgank• glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. Fiberglass, asphalt impregnated ply sheet. SBS Modified, fiberglass reinforced base sheet. SBS Modified, fiberglass reinforced base sheet. Asphalt coated, fiberglass base sheet. ASTM D 1970 Self -adhering fiberglass reinforced modified bitumen base sheet NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 2 of 16 APPROVED INSULATIONS: Product Name FlintBoard ISO ACFoam-II High Density Wood Fiberboard Perlite Insulation H-Shield DensDeck. DensDeck Prime ENRGY 3. ENRGY 3 25 PSI Multi-Max-3. Multi -Max FA-3 APPROVED FASTENERS: Fastener Number Product Name I. Dekfast Fasteners #14 & #15 HS 2. Dekfast Galvalume Steel Hex Plate 3. Dekfast Dekflat Round Plastic Lock Plate 4. # I2 Standard Roofgrip & # 14 Roofgrip 5. AccuTrac Hextra 6. 3 in. Ribbed Galvalume Plate 7. AccuTrac Plate 8. 3 in. Round Metal Plate 9. Trufast # 12 DPH & Trufast # 14 HD Fastener 10. Trufast 3" Metal Insulation Plate MIAMI•DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Polyisocyanurate foam insulation Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. Galvalume stress plate. Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Manufacturer (With Current NOA) CertainTeed Corp. Atlas Roofing Corporation Generic Generic Hunter Panels, LLC Georgia Pacific Gypsum.L,kC Johns.Maville Corp • • RMax {9p rating, Lto. • • • .... .... • .. .. . • .. • • • • Manufacturer • Dimensions (W.ith Gurrent:IOW • • • SFS Intec, Inc • • 2 7/8" x 3 1/4" 3"x3'/4" 3" round 3" square 3" round 3" round SFS Intec, Inc. SFS Intec, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. Altenloh, Brinck & Co. U.S., Inc. NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 3 of 16 EVIDENCE SUBMITTED: Test Agency/Identifier Trinity(ERD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company PRI Construction Materials Technologies LLC MIAMI•DADE COUNTY Name TAS 117 (B) TAS 117 (B) TAS 117 (B)/ ASTM D6862 TAS 114 ASTM Physical Properties ASTM D4601 ASTM D3909 ASTM D1970 ASTM D 4601 ASTM D 3909/ D 4897 FMRC 4470 FMRC 4454 FMRC 4470 FMRC 4470 UL 790 ASTM D 5147 ASTM D 5147 ASTM D2178 ASTM D2178 ASTM D6163 ASTM D4601 Report Date 3503.10.06 10/10/06 06490.04.07-R 1 06/27/07 C8500SC.11.07 11/30/07 C8370.08.08 08/19/08 C10080.09.08-R4 03/25/10 C40050.09.12-1 09/28/12 C44200.03.13 03/22/13 C40050.09.12-2 09/28/12 AX31G8D 09/05/08 AX31G8C • 09/05/018::••• • • • J.I. #3Y8A1.AM (73/23/9.8•.•. J.I. 0D3A3.AM • 64/04/9'?'•' J.I. 2DOAO.AM ....12/23/98 • J.I. 1D7A4.AM '....1'1/09/fig•••• R11656 • 81/11/0•••• •• •• •••• 97457-4 • • 86/03/88 • 97-457-2R T 2/02/$3 • •: • • •• •• CTC-122-02-01 " C13/13/12•. CTC-123-02-01 03/13/12 •' CTC-066-02-01 08/09/11 CTC-127-02-01 03/13/12 NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 4 of 16 Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 1 I ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas:Predium PlyMit& (Type VI) or ASTM D226, Type I sheet adhered in a full moppgii ol: pprov ece..' • asphalt at an application rate of 20-35 lbs./sq. •• (Optional) One ply of Flintglas Mineral Surface cap sheet or FlYptJ s Mine: 1• •' • • Surfaced Cap CoolStar adhered in a full mopping of approved aspllal>.at an .... • • • application rate of 20-35 lbs./sq. .. ..• .... • (Required if no cap sheet is used) Any coating, listed below, us d as a surfaein . must be listed within a current NOA. Install one of the followiQg: • • • • 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respecti/ely ill a floEtltsaC of approved asphalt at 60 lb./sq. ' • 2. A two part coating consisting of a base coat of APOC #300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) MIAMI.DADE COUNTY APPROVED NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 14 of 16 • 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: I. 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 compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. • • • • 4. An overlay and/or recovery board insulation panel is required on all applicatigins over clostil.W foam insulations when the base sheet is fully mopped. If no recovery board is iisea tke base.sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,,•r.o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center dP'thh'lheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. Al"lireak stalls ge •• placed every 12' in each ribbon to allow cross ventilation. Asphalt application oo eeQ1er system s1 11 • • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limjtatda matij ? design pressure of -45 psf. • .' 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F) variue of • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If:he dalue, • • 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 Roofing 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • • NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 16 of 16 • • CERTAINTEED CORP R11656 ROOFING PRODUCTS GROUP 1400 UNION MEETING RD PO BOX 1100, BLUE BELL PA 19422USA Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below. Type G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base She is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintf ai drlace Lap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex-I-Glas, Premium Flex-I-Glas or Flintlastic Base 20 Sheet is a suitable alternate for the G2 glass base and the Type 15 All- Weather/Empire base sheet. ••••• • Unless otherwise indicated, base sheets are mechanically fastened or spot mopped•in pltice; pearl& iap •• sheets are hot mopped in place. • Black Diamond base sheet is limited to noncombustible decks and combustible deckssiquiring; insulation. Two plies Type G1 may be utilized in place of one ply Type G2. . . .. .. • . • • • Flintlastic Ultra Glass SA is a suitable alternate for Type G2 Glasbase Base Sheet. •• • .••• • • .. • . • • ••• • •• "Black Diamond Base Sheet" is a suitable alternate for Type G2 Glass Base Sheet. "Flintlastic SA NailBase" or "Flintlastic SA PlyBase" are suitable alternates for Type G2 base sheets in Roofing Systems (TGFU) that limit cover applications to self -adhering ply/base sheets or membranes. EPS insulation followed by 1/2 in. cover board may be utilized in any of the following systems. The "YOSEMITE Venting Base Sheet" may be used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain "Flintlastic STA" . APP Base T is a suitable alternate for any Type G2 base sheet. "Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all application Classifications. References to Type G2 base sheets includes "Channel -Vent GB". "FlintBoard Iso", "FlintBoard Iso Cold", "FlintBoard Iso-T" or "FlintBoard Iso Plus", may be used wherever polyisocyanurate insulation is specified. Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. • • • "Base Sheet: One layer Type G2 "Glasbase Base Sheet" . C Ply Sheets: Two layers Type G1 "Flintglas Ply Sheet" Cap Sheet: One layer Type G3 "Flintglas Cap Sheet" . i 9. Deck: NC Incline: 1/2 Surfacing: Gravel or slag! 7, Deck: C-15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber; any thickness. Membrane: Three or four layers of Type G1 "Flintglas" ply sheet. Surfacing: Gravel or slag; r'� i 8. Deck: C-15/32 Incline: 1 .. • . Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. • • . Insulation (Optional): One or more layers or combination of the following: Polyisocyainnrete, pelite7.° glass fiber or wood fiber .... . . .... .... . . • . .. .. .... • . . . . . . . • • • •• • • . •• • ..• • ••• • • • .. Insulation (Optional): One or more layers or combination of the following: Johns Manville "ENRGY 3" polyisocyanurate, perlite, glass fiber or wood fiber, any thickness, Base Sheet: Two layers Type G2 "Glasbase Base Sheet" or two layers Type G1 "Flintglas Ply Sheet" , Surfacing: Type G3 "Flintglas Cap Sheet" 10. Deck: C-15/16* ncline: 1/2 *AII joints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min, wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. min. Base Sheet: Two layers Type G2 "Glasbase Base Sheet" or two layers Type G1 "Flintgias Ply Sheet" . Surfacing: Type G3 "Flintglas Cap Sheet" 11. Deck: C-15/32 Incline: 3 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95`e Street Medley, FL 33178 MI.AMI-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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contrpj :Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t'l.iKat to hays t1 is product or material tested for quality assurance purposes. If this product or material fails to {Defiant' in thaacaepted 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 righl tditewke tljig • •; • 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 F1ajjcj pilding Cq,Ile including the High Velocity Hurricane Zone of the Florida Building Code. • • • DESCRIPTION: Santafe Spanish `S' Clay Roof Tile • • • • • •• • • •• • • •• • • • • • • • • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • RENEWAL of this NOA shall be considered after a renewal, application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY APPROVED NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces Dimensions L = 18" W = 11.1" Thickness = 0.39" 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency 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 MIAMI DADE COUNTY APPROVED Test Specifications TAS 112 Type I Grade 1 TAS 112 Product. .... . • ••.• y•, • .. • r1Ett Descon • • • .. . One piece high profile clayravf•the equipped with • two nail holes. For nail-WI,hi ar setNiciAlhesive set applications. ' • • • • .... • Accessory trim, clay roofpieoas for useat•Ilips, rakes, ridges and valley tern:1110ns. Manufactured for each tile profile. Test Identifier 94-156-8 94-156-9 25-7205-1 Project: 07-07-00-91 (307023) 7161-03 Appendix II 7161-03 Appendix III P 0402 P 0647-01 • • • • • •. • .•. • •• Test Name/Report TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails TAS 108 (Mortar Set) Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. American Test Lab of South Florida 3. LIMITATIONS Test Identifier P 0631-01 520305-01 thru 05 2353-4 SFTC-003-02-01 2353-70 2353-71 2353-93 RT0624.01-15 Test Name/Report Date PA 108 July. 1994 (Mortar Set) PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22/03 TAS 101 09/22/03 ASTM C 1167 07/18/05 ASTM C1167-03 07/01/15 • • • • • •• • 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 pern�r i in acc•ordan•ce with • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratot}i to perform ggaiierly test.;.. • in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to rite, Miami-DadQ'County Product Control Section for review. • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications S=cis listetl • • • • • • • • • • • TAS 106. • •• • • • • • .• • • section 4.1 herein. ' 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope • urrlgf stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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 MIAMI.DADE COUNTY APPROVED NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers- X(ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Santafe 'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf1ft-I12f) •,,,,• •• for Nail -On Systems '•.' • • .. . • . . Tile Profile Fastener Type Direct Deck _ • Aatfens ••• Santafe 'S' 2-10d Ring Shank Nails 21.8 �,.�� N[A _• One#8Screw 29.161.2 •.... • •••NtA ., Two #8 Screws 38.281 •. NW ,, One #8 Screw w/ Clip 57.311,2 ..'„' •„N(R „, Two #8 Screws w/ Clip 57.601 61.771 1. Approved screws as noted 'Product manufactured by others'. ,,, 2. When using one screw it must be installed in the inside hole located nearest to the hump of the Lilo. , . • • . Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbff • • • • • • •• for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 Polyfoam Polypro AH 160TM 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160Tm 63.85 Polyfoam Polypro AH 160TM 61.96 5 Paddy placement of 63 grams of Polypro AH 160TM 6 Paddy placement of 24 grams of Polypro AH 160TM' ••• ••• • ••• • •• •• ••• • • • ••• • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Santafe 'S' Tile Application Mortar Set Attachment Resistance 23.6 MIAMI•DADE COUNTY APPROVED NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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. 18" 11.1" MIAMI•DADE COUNTY APPROVED PROFILE DRAWING . • .. . . .... . . . • .. . .. . . • • • • When using.gpmcrew.... use this hole.... . "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE • .... . . . • . ..• .. .... • . . .. • . • . •• . . •. .. • ... . . . • . NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.2ov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 revdce phis acceptanee, if it. i9 •: • determined by Miami -Dade County Product Control Section that this product or material fails to Meet tpe nquirements • . of the applicable building code. •' • • • • This product is approved as described herein, and has been designed to comply with the, Florida•Building COP •; 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, fifty, state ancd follow�i �� 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. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Product Description ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications N/A N/A N/A TAS 101 Two component polyurethane foaadhesive . m. PRODUCTS MANUFACTURED BY OTHERS: • •••.. • . . Dispensing Equipment • • • • • •• • • ..•• •• • Dispensing Equipment•... ...• . • ... • .• •• ••.. • • ••• • • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 1104 nhich list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof the adhesive. ' ••• • • • •• • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 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 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 .... Trinity Engineering 7050.02.96-1 TAS 114 • •• • •• a3,'1•�146 • P36700.04.12 ASTM D 1623 • • • Q4f143/12 • • P39740.02.12 TAS 101 02/21712 TAS 123 • • • • • • • Celotex Corp. Testing Services 528454-2-1 TAS 101 1 Q/z3/98 • • 528454-9-1 '• 528454-10-1 • 520109-1 TAS 101 • • • 42/28(98 • 520109-2 • • • • 520109-3 •• • • •• • ' 520109-6 •• 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 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. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). •••• • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispensen.T'F WOO or L P. • • • 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 €€tier ICP A1heMes Polyset® AH-160 has been dispensed. •• • • • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accaskr•j.e with the,• 'Placement Details' herein. Each generic tile profile requires the specific placement need trerein. . . MIAMIDADE 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 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead • • 17 grams per bead .... . • • •••• •••I • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches •:•�•34 grav►'§•u$der pan ' LABELING: • • •••• • • • • •••• • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable rmloig of t4i ':: • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Ai rpved" or tie Miami - Dade County Product Control Seal as shown below. • • • • • • • • • . •• • ••• . • •• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMIDADE 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 plastic cement Patten required') EMI. Course MIAMI•DADE COUNTY APPROVED P.ddy {an•.eh ra•I +++ Emm a:Ku ra 1t<C" Fascia 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 Pan Tile • • • • • • • •••• • • 1. Starting at the eave course,•a mifi4eGrti 2" (50.8 mm) x 10" (254 mmt}). 1:' (25.4 mmm foam paddy onto the underlaynlea,positio ned aas shown under the pan portion oftbe.till' clos¢t to the overlock of the tile beings ft... • • • • • •. •• •.•• •• • • 2. Continue in same manner. i Qre approximately 17 . • (109.7 cm2) — 23 (148.4•cm2) Squarekcllasihesive • contact with the underside ofthe tile' • •• • • • • • • • •• High Profile / Single Pan Tile • • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement hwh.n requiredl Civil, Court* MIAMI•DADE COUNTY APPROVED Paddy lBeneath Tile) Fascia Flat/Low Profile Tile 1 Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. •••. 3. Continue in same manner..Insul e approxj iely 10" (64.5 cm2) - 12 (77.4 cm2)'uar4 inch acj>le4ve • • contact with the underside.Gfthetile. • ....• • •••• • • Medium Profile / Double Pan Tile • • • • • • •••• • • •• • • 1. Starting at the eave coursei •apply. a minim ern 2" (5d.8• • mm) x 10" (254 mm) x 1';(25.4 rim) fpam paddy • onto the underlayment positioned as shMt Wider the • pan portion of the tile closest to the ovsrlcck cif the . • tile being set. Insure approximately 17 (10§•'gcm2) — 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 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. .... . . 3. Continue in same manner. Itys�ire ilpproximately 17" • (109.7 cm2) - 19 (122.6 cm.).wp,re inch pilhrive • contact with the underside of tlitile. . •... • • • • • • . . •. .. • •.•. . • .. • • • • • • • • • • •• • • ••• • • • � • • • 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 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned fowipaddy under the strengthening.•rib IN flat tile,t1runder ttie• •; • pan portion of the tile, closestio the uhBeflock for • • • the second course tile tQ �g� • stalled. insure approximately 8-9 in2 (511048.1 cm;) otOhesive contact with the undersfde.of the tile: ••• • • • • (Instructions continued on fjecjge) • • • • • • • • • •• • • • • •• ••• • • • OS 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 Profilerlo 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 at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • . • • •••• • • • • •• . •• • • • • • • • Y ♦ • • • • •••• • • • • • • •••• • • • •• •• • • • • • • • • • • •• • •••• • • •••• • • • • • •• • • • • • • 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 two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. ••••• • 3. Turn covers upside dorvvnex losing thedndersid'L•••;• of the tile. Apply a miam1" (2�i•.ienin) x 10" •. (254 mm) bead of adlhi'1irectly or.le innel edge of each side of thl; pyer tile. J eav approximately 3/4" (1i jto 1"Z25•41?hm) from the outside edge•oi the tile, i nwaud, free of.: • • • • • foam to allow for expafisitth. • • • • • • • • - 4. Turn cover tile over alter foam is ipplii;d and place onto pan tile coat.etl:sure : minim•um of • • 20 (129 cm2) - 25 (161.3 cm2) square kill 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 • •