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RF-19-28Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address [pGaiNul-l� Issue Date: 01/09/2019 Parcel Number 260 NE 95TH ST, Miami Shores, FL 33138 1132060133720 Contacts Permit No.: RF-01-19-28 Permit Type: Roof Work Ctassifrcation: Tile/Flat Permit Status: Approved Expiration: 07/08/2019 SANTIAGO MARTINEZ Owner BUILTECH CONSTRUCTION CORP Contractor 285 NE 95 ST, MIAMI SHORES, FL 33138 ROGER ANDALIA Other:7737930782 Business: 7866019522 Description: RE ROOF TILE ROOF AND FLAT Valuation: $ 26,506.00 Inspection Requests: Total Sq Feet: 2,900.00 Fees Amount Application Fee - Other $50.00 CCF $16.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.40 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $345.60 Payments Date Paid Amt Paid Total Fees $345.60 Credit Card 01/08/2019 $295.60 Credit Card 01/04/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co tructi d zo er re, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date January 08, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 9BUILDING ❑ ELECTRIC Miami Shores Village RECEIVED Building Department BAN042019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 (l. Jlv/1\CY1 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20nv,-,A Master Permit No.� Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ZCD� City Miami Shores County Miami Dade Zia: 13-31 Folio/Parcel#: 34940- 00-3 7" Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple City: t Am 1 5-H0R-es State:�L zip: Tenant/LesseecName: OL'C'P�� Phone#: Email: 1 t2d9&41f7'7A1PZ1 &7&/ �� CONTRACTOR: Company Name: L&zw rnone Address: a -�gr City: State: Qualifier Name: o;—p Phone State Certification or Registration #: 1( a' 3=g7 3 Certificate of Competency M 7Fr� DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 01 5,61(0• 00 Square/Linear Footage of Work: O2Qlw Type of Work: ❑ Addition ❑ Alteration ❑ New QrRepair/Replace ❑ Demolition Description of Work: Specify color of color thru tile:, Submittal Fee Scanning Fee $ Si Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Technology fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 5W . co TOTAL FEE NOW DUE $ Z / 5 • O (Revised02/24/2014) -�/ O� tj (YJ., Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 ;�; X Signature Signature NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this J1day �of N V "pper� 20 by �' wPt6"is personally know o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: JASON ANDALIA MY COMMISSION* GG087724 •,,,f;,, EXPIRE March 28, 2021 rsrssssrs• s••rrrrrs••srrr•r s♦ ss •►sssssr APPROVED BYI I� The foregoing instrum nt was acknowledged before me this d fAhmj(ML 20 18 by 4XW & wh pers Wally know to me or YL has produced as identification and who did take an oath. NOTARY Sign:_ Print: _ Seal: ••ssr►rrrr••sr Plans Examiner Structural Review .&v PvA. Notary Public Stale of Florift Marisol Smne +� « ') My Cgrxn"icn GG 254014 wjExpires OW2912022 ••••r••►••s•sssrsr••r•• Zoning Clerk (Revised02/24/2014) 12/27/2018 Property Search Application - Miami -Dade County 'YEPRAPPRAISEROfF10E OF THR� Summary Report Property Information Folio: 11-3206-013-3720 260 NE 95 ST Property Address: Miami Shores, FL 33138-2712 Owner SANTIAGO MARTINEZ Mailing Address 260 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT .... Beds / Baths / Half ....... ...... _ ®... 3/2/0 Floors 1 Living Units 1 Actual Area 2,636 Sq.Ft Living Area 2,226 Sq.Ft Adjusted Area 2,499 Sq.Ft Lot Size 16,125 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017,2016 Land Value $410,863 $410,863 $402,578 Building Value $105,990 $107,442 $217,413 XF Value $30,682 $31,060 $31,438 Market Value $547,535 $549,365 $651,429 Assessed Value $547,535 $549,365; $496,071 Benefits Information Benefit Type 2018 2017 2016 $155,358 Save Our Homes Cap Assessment Reduction Homestead Exemption $25,000 $25,000 Second Homestead Exemption 1$25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 LOT 8 & ALL LOTS 9 & 10 BLK 28 LOT SIZE 125 X 129 OR 20704-1097 09 2002 1 Generated On : 12/27/2018 Taxable Value Information 2018' 2017 2016 County Exemption Value $50,000 $0 $50,000 Taxable Value $497,535 $549,3651 $446,071 School Board Exemption Value $25,000 $0 $25,000 Taxable Value $522,535 $549,365 $471,071 City Exemption Value $50,000 $0 $50,000 Taxable Value $497,5351 $549,365 $446,071 Regional Exemption Value ............. Taxable Value $50,000. $0 . _ $497,535 $549,365 $50,000 $446,071 Sales Information Previous Sale 06/16/2016 Price - ------- $548,500 OR Book -Page .... 30128-3176 Qualification Description ............. ...._.._..__.. Qual by exam of deed 09/01/2002 $550,000 20704-1097 Sales which are qualified ....... _.........._.. 01/01/2000 $329,000 18952-4845 Sales which are qualified _ .._............. 01/01/1998 $187,000 17945-4552 _-__m_ Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami shores Village .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 1 -w f g 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address Roofing Permit Number: C' g Uj?NST , M %A L `S V0 2, S, f7 3313$ Dea uildin Official: I f certify that I am not required to retrofit the roof to wall connections of my building because: Xfhe 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 he South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/shp is the owner for the above property mentioned. Sworn to and subscribed before me this � ,day of JASON ANDALIA Notary Public, Sate of Florida at Large " •~ MY COMMISSION 0 GG087' ., EXPIRES Mush 28,202, • When the Just valuation of the structure for purpose of ad valorem taxalio not constructed with F8C 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 5121i2o09 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. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owners initial in the designated space indicates that the item has been explained. i� 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 1t 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. X 6. / Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge 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 4403.`5nd R4413. OrA OwnerlAgen ' Signature Date on ct Signature Dat Zen IVcc) 5V sT" Property Address Revised on 7/9/2009 LD;07/01/2015; 1 Permit Number Lab Report No. 129627 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FBC PROTOCOL TAS-106 C.A. # 30448 Lab Certificate # 17-0703.01 PROPERTY ADDRESS: 260 NE 951' St., Miami Shores PERMIT No: RF-01-19-28 PROPERTY OWNER: Santiago Martinez ROOFING SQUARES: 24 CONTRACTOR: Builtech Construction Corp. ROOFPITCK• 3:12 TILE TYPE. --Spanish "S" INSPECTOR INITIALS: AB ATTACHMENT METHOD: Foam Adhesive TEST DATE: 4/ 11 / 19 Testing Equipment: Uplift Gauge FGE-10OX Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 40 Passed 10-19 Passed 20-29 Passed 30-39 1 Passed THIS ROOF HAS PASSED THE STATIC UPLIFT IN ACCORDANCE WITH FBC PROTOCOL TAS-106. "ROOF SKETCH" 56' 50, Sincerely, Yan Luis Solis, P.E. Lic. No. 75423 V/.?)/ 7 10735 SW 216"' St. Unit 404 Page 1 of 1 Tel: 305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833 t NIO O L N t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ya my Florida Building Code 5th Edition (2014) RECEIVED VIEW VAR 161 High -Velocity Hurricane Zone Uniform Permit Application Form. JAN 0 4 ix AM Section A (General Information) 1 t r . Process No. 1 ra is Na Job Address_ %YnO M i&M 1 ROOF CATEGORY 1 Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATIONrr// Low Slope Roof Area (SF)_ Steep Sloped Roof AREA (SSF) &5 Total (SF)-CJVCJ, Clio 1 I 1 Section B (Roof Plan) rr� Sketch Roof Plan; Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. igdnctsiri��{_CII sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ►I(� JAN 0 410j� a 0 m H LU Q 0 z 0- z o_ 0 Q N 1V ■I ■■■■■■Eq ■ ■ ■■■■ ■■ ONE C IN C. �i�ir■■ In" al■ �No - MIEN ■1ii 0 ;��■�Im■■Ni■■ \Cf■■■� ��! ■■■ t�1 �■■■ate■r, ■■■ � �� ■■ ■■�■■■■■■■ r�■■r■ ■ 1 1 1 1 1 1 1 1 1 1 .... ... .... . 90 FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) • • • • • • • • ji • • • ••• • • • 15.37 Ilk t I I I I 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); atesse: "W:a14io o4un 8.%1 432A2 AM pursuant to License Agreement. No further reproductions authorized. 000 0 0 0 000 0 0 Tile Roof System MIAMNQADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer: I EAGLE ROOFING PRODUCTS LLC Notice of Acceptance Number (NOA): 1 16-0314.08 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -38.7 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: "/12" Roof Mean Height: 14 ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro_73 Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: 1_4" face 26 ga.-- Drip Edge Material Type: I --Galvinized Metal - - Deck Type: ,!--5/8" Plywood -- Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: 1-1/4" NAIL & TIN CAP 1-5/8" Tile Underlayment (Cap Sheet ) Type: POLYGLASS TU PLUS Tile Underlayment Attachment Method: SELF ADHESIVE 1-1/4 IRS NAIL 4" OC� Tile P= Drip Edge Fastener Type: o•fi•le:••• • ••• EAGLE (;ApIgTRptNO PROP�CT Hook Strip/Cleat gauge or weight: ,-- Select Hook Strip .e ••• . . ••• . .. . ... . . . . . . . . . . . . . . . . . . • • • • . • • • . • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -39.1 X X0.277 = ;10.83 - Mg: 6.99 = Mrl: 3.84 < 38.7 NOA Mf P 2: �-68.1 X X0.277 = 18.86 _ Mg: 6.99 = Mr2: 11.87 5 38.7 NOA Mf P 3:-100.7 X X0.277 = 27.89 - Mg: 6.99 1 = Mr3: 20.90 < 38.7 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1:X1: Xw:O= -W: =O XCos 0:©=Frl:�<_� NOA F' P2:X1:�=�Xw:�=O-W;�= XCos 0:F7=Fr2:�<_� NOA F' P3: X1:�=�Xw:O= -W: =� XCos 0:F7=Fr3:�<_� NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr • • •19jIcglaied• • • .0e Minimum Attachment Resistance F' PTWucfSpdrojal:NQAi'; Calculated Required Uplift Resistance Fr Average Tile Weight W • • 1Dr(14tt Approval jMQA) •: • . • = length • • • • • • • • • • • • Tile Dimensions w = width * • 17rocluect Approval %6A) ;' '.' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE COUNTY MIAMI,OAC)E} PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete 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•Offdial. • • This NOA renews NOA No.15-0223.20 and consists of pages 1 through . • • • • The submitted documentation was reviewed by Gaspar J Rodriguez. • • • • • • • • • see MIAMI•DADE COUNTY • • N6 No.:16-0314.08 Expiration Date: 10/05/21 • • • A•pproy al Date: 06/16/16 • Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 Test Product Applicant Dimensions Specifications Description Capistrano Concrete Tile Lenght = 17" TAS 112 High profile concrete roof tile. For direct deck or Width = 12 '/4" Type la battened nail -on applications. Thickness ='/z" Class III Trim Pieces Lenght = varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. .. ... . . . . . . . .. ... . . ... . .. . ... . . . . . • • •• • • • •• • A • • • • NONo.:16-0314.08 MIAMI•DADE COUNTY Expiration Date: 10/05/21 • • • • • • • • A+pproyal Date: 06/16/16 Page 2 of 7 . . . . . • • . . . ... . . . •.. . . 2.1 EVIDENCE SUBMITTED: Test A2encv Test Identifier PRI Asphalt Technologies ERPF-00 1 -02-02 Redland Technologies 7161-03 Appendix III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647-01 Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations RT1211.02-15 Test Name/Report TAS-112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier TAS-112 Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 12/17/15 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. . ... . . . . . . . . . . . . . . . . . . . .. . . . .. . . ' NOA No.:16-0314.08 Expiration Date: 10/05/21 • • • • • • • • • •Afpro,,al Date: 06/16/16 i i i i• i i i : Page 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4,1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A ft3 Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity - M ft-lbf Tile Profile 3":12" VAT' 511:12" 6":12" Greater than 7":12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct I Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 MIAMI•DADE COUNTY .. ... . . .. . . .. ... . .... . .. . . . . . ... . . . .. . . .. .. • . • . .. . ... . . . . . . . . . . . . • . . . • . . . . . 000 .. ' . 00 .. . . ' NOA No.:16-0314.08 Expiration Date: 10/05/21 000 . . . . 0:0 . Approval Date: 06/16/16 . . . . . ...... . ' . . . ' . .... ' Page 4 of 7 . . Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile ICP Adhesives Polyset® AH-160 66.53 ICP Adhesives Polyset® AH-160 38.74 3 Large paddy placement of 63grams of Polyset® AH-160. 4 Medium paddy placement of 24grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems', • • • • Tile Tile '. : .': : ::.Attachment Profile Application ••• : •: •' : kesistance Capistrano Concrete Tile Mortar Sets .. ... 24.5 . . ... . 5 Tile-Tite Roof Tile Mortar. .. . ... . . . MIAMI•DADE COUNTY .. .. ... .... • NOA No.:16-0314.08 • . • • • • . • • Expiration Date: 10/05/21 4pproval Date: 06/16/16 Page 5 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". �EAGLE.)� FLORIDA (LOCATED ON UNDERSIDE OF TILE) %W EAGLE FL (LOCATED ON FRONTSIDE OF TILE) CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. • • • • • .. . .. . . . . ... . .. ... .. . . . .. MIAMI•DADE COUNTY ... . . . . ... • • • • . • • NOA No.:16-0314.08 Expiration Date: 10/05/21 • Approval Date: 06/16/16 Page 6 of 7 PROFILE DRAWING NAIL IMLIC CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. ... . . ... . .. . ... . . . . . . . . . . . . . . . . . .. .. ... .... • • NOA No.:16-0314.08 Expiration Date: 10/05/21 • • • • • • �pproval Date: 06/16/16 Page 7 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Section C t,gtAMII. ... Miami -Dade County HVHZ Electronic Roof Permit Form wy Section C Page (Low Slope Roof Systems) "Oelivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Product Approval (NOA): 1G� " 1 Z i ype: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field; -42.8 psf (P2) Perimeters: -71.7 psf (P3) Corners: -108.0 psf Maximum Design Pressure From NOA: 52.5 psf Roof Slope: 0.25 " : 12 Roof Mean Height: -20 ft. Parapet Walls: 0 No O Yes Parapet wall Height: Deck Type: --5/8" Plywood--� Ell Support Spacing: 24 " o/c Alternate Deck Type: N/A Existing Roof: N/A Fire Barrier: N/A Vapor Barrier: N/A Anchor Sheet: N/A Anchor Sheet Fastener / Bonding Material: N/A Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener / Bonding Material: N/A Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of Ply(s): GAFGLASS # 75 TWO PLIES Base Sheet Fastener / Bonding Material: 1-1/4 RS NAIL & 1-5/8" TIN CAP Ply Sheet(s) & No. of Ply(s): N/A Ply Sheet Fastener / Bonding Material: N/A Top Ply: L RUBEROID HW GRANULE FIR Top Ply Fastening / Bonding Material: TORCH Surfacing: I N/A SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: N/A I Single Ply Sheet Width: " 1/2 Sheet Width: " No. of Single Ply 1/2 sheets: = Single Ply Membrane Fastening / Bonding Material: N/A ❑� FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: r97 " o/c @ Laps & El rows E " o/c 2. Perimeter: E] " o/c @ Laps & r47 rows " o/c 3. Corner: a " o/c @ Laps & � rows F7 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: E2. Perimeter: r7 3. Corner: r7 Insulation Fastener Type N/A WOOD NAILER TYPE AND SIZE: N/A Wood Nailer Fastener Type and Spacing: N/A EDGE & COPING METAL SIZES: Edge Metal Material: --Galvanized Metal -- Edge Size: --3" face 26 ga.-- Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: 1-1/4" RS NAIL @ 4" Coping M40r1al: • f CCT PARARET VMLL COPING MATERIAL-- . Coping Size: 1 CpF� N�'�IET'A�. SIZE OR THICKNESS-- -- - Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: •• • ••• • • • • • . . •• . • • .• . . MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eoy/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of p.ales 1 through 67. .. . . . . . • . . The submitted documentation was reviewed by Jorge L. Acebo. • • . ...... •.. • .•. .. . . . .. .. ... . . .. . :. : : • • r : N01 Nq;: j8-0919.12 MIAMI•DADECOUNTY • • • • • • X4i?aticLD:te: 11/06/23 1 • • • ApprovAI Date: 11/01/18 Page 1 of 67 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection, VersaShield® Solo" Fire -Resistant Slip Sheet, DensDeck® Roof Board, SECUROCK® Gypsum -Fiber Roof Board or SECUROCK® Glass -Mat Roof Board. Base sheet: GAFGLAS® #80 UltimaT" Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly'. 6, Option #1: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 18" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS F1exPlyT"' 6, Option #2: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener or Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac'o Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® FlexPlyT" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet Option #3: or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill-TecT" #12 Fastener or Drill-TecT"' #14 Fastener and Drill-TecT"" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTraco Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See Genet:al (imitation.#Q) •. . ......... . .. ... .. . . . .. MIAMI•DADE COUNTY • • .. ... . . ... . • N•`:O l Noir f-0919.12 ' ' • • • • • • ' •' ;' %xPiratioroDate ! 11/06/23 Approval Date: 11/01/18 Page 53 of 67 ... . . • . ... . • . . . . • . . . . . • .. .. . . . •. •• ..• . . . ... . . Fastening GAFGLAS® #80 UltimaT" Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #6: sheets attached to deck with Drill-TecT"' #12 Fastener, Drill-TecT" #14 Fastener or Drill-TecT"' XHD Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrace Flat Plate or Drill-TecT' AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Ply Sheet: O tional except over Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, 'T— Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth) One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, or GAFGLAS' F1exPly'"' 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid Torch Smooth, Tri-Ply® APP Smooth Membrane, Ruberoid® Torch Granule, Tri-Ply® APP Granule Cap Sheet, , Ruberoid® EnergyCapT"' Torch Granule FR, Ruberoid® EnergyCapT" Torch Plus Granule FR, or Ruberoid® Torch Plus Granule FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid' HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid' HW Granule FR Ruberoid® EnergyCapT" HW Plus Granule FR, Ruberoid HW Granule, Ruberoid® HW Smooth and Ruberoid® HW 25 Smooth applied according to manufacturer's application instructions. Surfacing: Option on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Plyo BUR Granule Cap Sheet or GAFGLAS® EnergyCapT" Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT® Surface Seal SB or United Coatings'"' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings"' Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT® Membrane or United Coatings Roof Mate TCM Coating applied in one or more coats at a minimum;rate of 0 .d g� 1. Esc P; r : oft. 4. Fiber Aluminum Roof Coating. • • • • • • Maximum Design .. .. . . . ... .. Pressure: See Fastening Options CMIAMI-ADECOUNTY ®� .. ... . . ... . : • . p NOAA No: l$-0919.12 • • • • • • •. • • • • • • • tx iratioa.Date: 11/06/23 Approval Date: 11/01/18 Page 54 of 67 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyT. 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck® Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing 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 applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #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 auditsn accerdr * * AV;htk; Florida Building Code and Rule 61 G20-3 of the Florida Administrat21e CV*. • • • • • • • • END OF THIS ACCEPTANCE ..... ... • • • • • NNoi! O 18-0919.12 MIAMI•DADE COUNTY • • • • • • • • • • •'.• ;• E115iratioQ4Datg! 11/06/23 Approval Date: 11/01/18 Page 67 of 67 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Edge Nailable Deck r ,s. MIAMIZADE M- "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Interplies Base Sleet �'� ' G�e1 �--+p OF' 1 ti ti Roof Deck -Ks-- Drip Metal Roof Mean Height: 20 ft. Drip Metal: 1 3" FACE -26 GAGE GALVANIZED METAL I Surfacing: N/A Top Ply: RUBEROID HW GRANULE FR Interplies: N/A Base Sheet: 2 PLIES GAFGLASS # 75 Deck Type: 5/8" PLYWOOD ...... . .. .. ......... . . ... .. . . . .. ••III... • • •.• • .. . V: . . . . . . . . . . . . . . . . . . . .. . 000 .. 000 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Quickly find, specify, or verify UL Certified products for 1. HOW DO YOU WANT TO SEARCH? `1 %, :} J Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA your projects. R1306 "RUBEROIDO 20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Plye #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet" base sheets in any of the following Classifications. �1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardTM Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board: (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is deie. Jhe Cejuf tigg roofing system is acceptable for use over combustible (15/32-in. thick mid;mdih;r4ot derjk�. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or DensDeckO Prime Roofboard" or "DensDeckO DurgQLgrdTM.RoofPoarq"arq to offset a minimum of 6-in. with the butt joints in the roof deck:lf polysty4Re:4 part:of tht roof system, it must be placed below the overlayment board. 1/4-ir;Ai+(minir�L.trYt)'SE!tdEADCKO Roof Board" (Type FRX-G) and "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible, deck in.asocstam with. any UL Classified insulation except polystyrene. : : : %. ; ; . : ..... %.. ...... adhered with hot roofing asphalt. Membrane: — "RUBEROIDO HW Plus Granule FR" or "RUBEROIDO HW Granule FR" or "RUBEROIDO EnergyCapTm HW Plus Granule FR" or "RUBEROIDO HW Plus Granule" or "RUBEROIDO HW Granule", torch applied. 56. Deck: C-15/32 Incline: 1/2 Base Sheet: — Two or more plies Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UltimaT"" Base Sheet" or "GAFGLASO Stratavent0 Nailable Venting Base Sheet", mechanically fastened. Membrane: — RUBEROIDO HW Plus Granule FR" or "RUBEROIDO HW Granule FR" or "RUBEROIDO EnergyCapTm HW Plus Granule FR" or "RUBEROIDO HW Plus Granule" or "RUBEROIDO HW Granule", torch applied. 57. Deck: NC Incline: 1/2 Base Sheet: — "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" or RUBEROIDO Mop Plus Smooth", fully adhered with hot roofing asphalt or "RUBEROIDO HW Smooth", torch applied Membrane: — "RUBEROIDO HW Plus Granule FR" or "RUBEROIDO HW Granule FR" or RUBEROIDO EnergyCapTM HW Plus Granule FR" or "RUBEROIDO HW Plus Granule", torch applied. 58. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, uniform thickness of tapered minimum 1-1/2 in., mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G), mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet (Optional): — One ply "LibertyTM SBS Self -Adhering Base/Ply Sheet" or RUBEROIDO SA Base/Ply Sheet" or "Ruberoid0 SA Universal Base Sheet" self - adhered. Ply Sheet: — One ply "RUBEROIDO HW 25 Smooth", torch applied. Membrane: — "RUBEROIDO HW Plus Granule FR" or "RUBEROIDO HW Granule FR" or RUBEROIDO EnergyCapT1 HW Plus Granule FR" ot;'FJQBMQIpQf1W Plus Granule", torch applied. 00 ..•• • .... ...• ... .. ... .. 000.... 59. Deck: C-15/32 Incline: 1/2 .. •:0 000... Insulation (Optional): — Polyisocyanurate, ugiionPtliicict3es, of taxre d minimum 1-1/2 in., mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Barrier Board: — Minimum 1/4-in. thick GP Gypsurp Cgrl;. "QgQspecV@ Prime Roofboard" or "DensDeckO DuraGuardTm Roofboard" or rLimGm:1/441n. thick United States Gypsum Co. "SECUROCKO Roof Board;Type�;RX=C�I:�nrt� atl butt joints in the MIAMI•DADE ®I TI PRODU CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida(le.gov/econoiny Polygla.ss USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sale:3, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this TJOA 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 userJV the pi*ii:fvr4rer cD7 49 distributors and shall be available for inspection at the job site at the request of the Buildil Offieiale: : :.:0. .. ... .. . . . . . This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy S'einino. ' . . ..... . .. . . . . . . . . . . . . . . .. . . . .. . . MIAMI•DADECOUNTY 1�OA NO.: 17-0614.22 "• Zxpi*tion Date: 09/13/21 .:. .; :Apptoval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeo>t--y: Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 6 P x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'33/8 TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 33-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick NITS Plus 65'8" x 333/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32' 10" x 3'3 %" TAS 103 and Polyester �infore.'pd;, Pj r;o0i je4 'V1tumen membrane Manufacturing ASTM D 6164 with a sand&I back facE Ind a:g4tm1e top surface. For Location #2 . ... . use in roo the underfayment. . system. ..s. .. ... . . ... . .. . ... . . . . . . . . . . . . . . . . . .. V ... .... MIANII DADE COUNTY UUMOZO • • • ... . NOA No.: 17-0614.22 •: kvirsation Date: 09/13/21 •; • ; • • • A4oval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. LABELING: EVIDENCE SUBMITTED Test Identifier Test Name/Report Date P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10,11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 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 N- 4 ► BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the fo owin : • • • • • • 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. .. ... . . ... .. . ... . . . . . . . . . . . . . . . . . .. .. ... .... • •: • : rMA No.: 17-0614.22 • • • ; A xpAtion Date: 09/13/21 • • • • • • •Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick NITS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. . ..... . .. . . . . ... . . . . . .. ... .. . . . .. .. ... . . ... . .. . ... . . . . . . . . . . . . . . . . . .. .. ... .... ... . . . . ... . . NOA No.: 17-0614.22 •�; jjpf*tion Date: 09/13/21 "' • • • 'Appfoval 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, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick NITS 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. I:lastoflex 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. Polyglaswsfr4est4e right,loxevjV or alter product exposure times; not to exceed the preceeding maximum time limitations. : : : : : : Ex osure Limitations Da s • • : • : . . . .. MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL Hazelton, PA 180 N/A 90 90 180 N/A 180 180 180 : N/A • , .6. 110 1 :.. 1:8d . /A • • • 1:8ct 180 0 • a N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and ... . . . . ... . MIANII-DA UNTY • • • • • • . NDA No.: 17-0614.22 : •: & 'ration Date: 09/13/21 • • • • • • Approval Date: 07/06/17 Page 5 of 8 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 Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat 'rile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tale 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. Q a 0 N LD -VLYSIICK IU Flus •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• • •• • ••• • • • • • • • • • • • • • • • • • • • •• • • • •• • • •i• i • i • •:• i CMIAM"l-DADE COUNTY • • • • • • • 1'�OA No.: 17-0614.22 • • • • • Expilation 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 MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. •• ••• • . .. 9. Repair of Polystick membranes is to be accomplished by applying ?44Y4s �c�yp�us ��' �arnium 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 11;ce over the.4e: reeding suthrepair. Patching membrane shall be a minimum of 6 inches in either direction. Tiie repUr s'lidu:d Ze:n9talW Much a way so that water will run parallel to or over the top of all laps of the patch. • • • • • MIAM4DADE CQUNTY . . . . • A No.: 17-0614.22 • • ' • • • • ltxpirltion Date: 09/13/21 • • V • • • • •:.:Appaoval 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. Iolyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE ....... . .. .. . ......... . .. ... .. . .... ... •.• . • ... . . . ..... . . . .. . ...... . .. . . .. . . . .. . • "' • • • MIAVOA No.: 17-0614.22 P�1•DADE COUNTY • • • • • • • • ' ' ' ' ; •; ; Expjration Date: 09/13/21 .:. .;. ;•AltrovalDate: 07/06/17 Page 8 of 8 M1A��M1Z� _M l�fl>I% MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44"Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of 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 revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • • This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. •. .: . •: :.: •. The submitted documentation was reviewed by Alex Tigera. • • • • • • • .. .. ... . . ••• . • . 1104 4.: 17-0322.03 •.•Expi*tioh.pate: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ... . . . . • . • . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with 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 Dimensions Test Product Description Specifications ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 TAS 101 Two component polyurethane foam adhesive , Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prover Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Mnge;�aS801, A(Wl/'o Humidity, 2 weeks • • • • • • Closed Cell Content ASTM D 2856 86% • • • • • • • • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufatfutiOA vailatiou!. ••. .. . ... . . . . . • •• • • • PjQ,4SN�.:17-0322.03 MIAMI•DADE COUNTY • • Expiration Date: 05/10/22 Approval Date: 04/27/17 ••• ••• Page 2of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. .. ... .. . .. . . . . ... . .. ... .. . . . .. .. ... . . ... . • • • kOl P%.: 17-0322.03 MIAMI•DADE CO • UNTY • • • Expiratio>t Abate: 05/10/22 Approval Date: 04/27/17 Page 3of11 ••• • • �•• • • . . . . . . . . . . . .. .. . . . .. .. INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application 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 RTF 1000 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 Dispenser RTF1000 or ICP Adhesives ProPack' 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . . . . ......... . .. ... .. . . . .. .. ... . . • • . . •• • ••• • • • • • . . . . . . NOA No.: 17-0322.03 . . .. . . . .. . Ex.piration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 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 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. PSAM14 ADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . ......... .. ... . . .. . . . .. . . . . .. .. ... . . 0:0 . : NOA No.: 17-0322.03 'ApirationDate: 05/10/22 Approval Date: 04/27/17 .... . . . . .. ... . ....... . .. . . . . . . . . . . .. ... . Page 5 of 11 . . .. . ADHESIVE PLACEMENT DETAIL # 1 Mad through, plankcament ,PadidylBmamhTBo) UndrrLymrnt ,.�'� a��i�'ti. `S 4' •ram,\M �\`J rr'��``.. �'�y ``...i ` Battens wionel r �y ,, �` , f •ti r f 10 gin.-�`�•,.,�. : - '' t' Nail through plastic cement (when required) Paddy la•n.athTilal Vnd•rlAymwnt Ilk _., ?In.widb� x. � ► � 9nttensoptiaeal .ice �.��:,-M1• 'Y�4`• �`'-;y V't' - ` ti ' •.. x �Eave closurn Ewaeoursn=_ ti e _ \_Fame N•A thnaug7r pl•�tic i��wne (Whanmclulrtd), �' f� RaddylR•n••ehTil•I tlrnde.layrn&nt -A/""'' / tUln.% R "n �., 2 in. wJdn Battens Eeve coutso -� h 1 s• � . . Faida f Eave closure • yr �,- � �' 'l Urlpodge 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 cmz) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set, 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmz) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. •• ••• • • • • • •• . ......... . •• ••• •• • • • •• •• ••• • • ••• • NOA No.: 17-0322.03 . . . . . . . . . . . . ' Xxpiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ••. . . • • ... . . . • • . • . . . • • . .• .. . . . .. .. ••• . . . ... . . ADHESIVE PLACEMENT DETAIL # 2 Wilthrough placticcrmum PeddVOen«athTilol (whop required), Undomuym4nt y ° r—k"' `n, 7 in Batt4ets00tional J r 2 M ;>• EaYO[lD7UF C•__—__— Nail through plastic cement iwhen regairedl i Paddy joeneathTilt) Underlaymrnt Battens optional •ytr a'* .�' E.vr Cwarrr 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 cm') — 23 (148.4 cm?) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm') square inch adhesive contact with the underside of the tile. &Wtnw4ionsconrinuedeon next page) e e . . .. . . . . ... . .. ... .. . . . .. .. ... . . e e e . . ' : NOA No.: 17-0322.03 . . . . . . . . . . . 000 :' : .' : ' J&piration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) NA" Ilsroughptasteccc (whm+requlr.d) �quarrt � � p•ddyl8rrsw•thTilry l nd cl•ym.ne'�>1 � o t 2 lit. r 6ave Course Fascia "k .,i( %Yrrphoh o in` 2 in. . '" ` 4 `have destrre Orlpedye 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 cm') — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm') - 19 (122.6 cm') square inch adhesive contact with the underside of the tile. .. ... . . . . . . . . ......... . .. ... .. . . . .. .. ... . . ... . NOA No.: 17-0322.03 '.lxplration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL # 3 Nail through plasdc cement Paddy (between tiles) (when required) 6attensoptionat ° Paddy(undertile) 1 .. singlepaddy on top of tile P 4x4in. - `�• sinngglepadd undernt -�. '• deinglepad on unrtayment x 4In. .. -+ - in. Fascia Eave closure Flat/Low Profile Tile Nail through plastic cement Single paddy under tile (when required) Paddy (between tiles) Battens % Pa idy (under tile) optional v Single paddy on top of hle" - 4 x a in. ''- Singglepaddyon t' x 4 )n. , undetfaymeM Eave Closure Eave Course Fascia Medium ProflieTlle 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 in' (109.7-148.4 cmZ) 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 foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in' (51.6-58.1 cm') of adhesive contact with the underside of the tile. (Instructions continued on next page) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• • V. • ' • • • NOA No.: 17-0322.03 • . • • . • : • • etxpiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 •.. • . • • .•. . . • . . . • • . • . . •.. • . . ..• • . ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ce Single paddy under tile (when required) Paddy (between tiles) Battens optional Paddy (under tile) 5 undedaymen {' / 4x4In. �� r Single 2 x 4 inns` di topofe - of fit— Eave course ...� �Fascia Weephole loin. 2 In. Eave closure f� Dripedge High ProflieTlle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (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 cm') - 9 (58.1 cm') square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• •• ••• • • ••• • ;' , . ;' ; ; ; • : : : NOA No.: 17-0322.03 :' 0 Xxpiration 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.ln. Steep pitch applications in contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 2S sq. in. contact area. Underlayment Sheathing Eave closure (motar shown) Wsephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (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 cm') — 70 (451.6 cmz) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cmz) - 25 (161.3 cm') square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE •e see . . e . . see e . .0 e e •e ..e ee e e . .. .. ... . . •e. . • • • • • • • • • • NOA No.: 17-0322.03 • • • • • • • • • • Jhpiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • se •• • • • .• e.