Loading...
RF-19-697Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 36 NE 111TH ST, Miami Shores, FL 33161 Contacts MII Issue Date: 04/02/2019 Parcel Number 1121360040040 Permit NO.: RF-U-19=697 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 09/30/2019 JUDE GREEN ELL Owner 36 NE 111 ST, MIAMI SHORES, FL 331617047 1NN CONTRACTORS INC Contractor JACQUELINE N NICARAGUA 7683 SW 157 PL, MIAMI, FL 33193 Business: 7864791122 Description: CONCRETE TILES RE ROOF Valuation: $ 22,000.00 Inspection Requests: Total Sq Feet: 2,500.00 Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.40 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $344.60 Payments Date Paid Amt Paid Total Fees $344.60 Check # 302 04/02/2019 $344.60 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 sp cifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either my If, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDa1NS, DOORPI ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information regulating construction and zoning. Futhermore, I authorize the abov rk will be done in compliance with all applicable laws work stated. g-2r11 Authorized Signature: Owner / Applicant / Contractor April 02, 2019 Date Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. 7lt—(W- I 4-� 6�� PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 36 NE 111 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-004-0040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JUDE GREENWELL Phone#: 305-778-8956 Address:36 NE 111 ST City. MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JNN CONTRACTORS INC., Phone#: Address: 10715 SW 190 ST #5 City: MIAMI State: FL Zip: 33157 Qualifier Name: JACQUELINE NICARAGUA Phone#: 7864791122 State Certification or Registration #: CCC 1330767 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Ziip:: Value of Work for this Permit: $ �oZ+ii� Square/Linear Footage of Work: 500 Type of Work: ❑ Addition ❑ Alteration ❑ New ((� Repair/Replace ❑ Demolition Description of Work: l 0<c ce4-c— 9-e Specify color of color thru tile: cg'crc-5�0 (J 1en ! j ib(dLkx) Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ L'SM,[CX3 TOTAL FEE NOW DUE $ (Revised02/24/2014) It 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . OWNER or AGENT The foregoing instrument was acknowledged before me this 2� day of IMGrOVN , 20 Vq by 3udt r (PP,ty,fl� , who is personally_ own to me or who has produced identification dnb who diatake an oath. NOTARY Sign:_ Print: Seal: as Signature C% Q, ONTRACTOR The foregoing instrument was acknowledged before me this day of I" �'ridAn , 201 / , by k � ? ° f who is personally known to m or who has produced as identification and who did take an oath. NOTARY P Sign:_ Print: yt I Commission N GG 235435 Seal: My Comm. Expires Jul 5, 2022 Bonded through National Notary Assn. ****************************** **** ******************************* APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) JENIFER BERENICE FUNEZ VELASQUEZ Notary Public - State of Florida Commission N GG 235435 My Comm. Expires Jul 5, 2022 Bonded through National Notary Assn. *** Zoning Clerk P -, 4/2/2019 Propertv Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPFK*AISER Summary Report Property Information Folio: 11-2136-004-0040 Property Address: 36 NE 111 ST Miami Shores, FL 33161-7047 Owner JUDE A GREENWELL Mailing Address 36 NE 111 ST MIAMI SHORES, FL 33161-7047 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL- SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,909 Sq. Ft Living Area 1,609 Sq.Ft Adjusted Area 1,759 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $230,638 $230,638 $198,007 Building Value $122,426 $122,426 $122,426 XF Value $488 $495 $503 Market Value 1 $353,552 $353,559 $320,936 Assessed Value 1 $135,156 $132,377 $129,655 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $218,396 $221,182 $191,281 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 4 BLK 1 LOT SIZE 75.000 X 123 OR 18469-4846 02 1999 1 Generated On : 4/2/2019 Taxable Value Information 20181 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $85,156 $82,377 $79,655 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $110,156 $107,377 $104,655 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $85,156 $82,377 $79,655 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $85,156 $82,377 $79,655 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/1999 $117,000 18469-4846 Sales which are qualified 11/01/1989 $78,000 14329-0714 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: t r. Section kB MMIMIAMI' Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: jJNN CONTRACTORS INC., Job Address: 136 NE 111 ST MIAMI SHORES, FL 33161-7047 ❑ Low Slope Roof Category ❑ Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q Wgod Shird j%'Aphakes. • . . • ❑ Sprayed Polyurethane Foam ❑ Other: ...... ..:. ....:. Roof Type .... .... . . ❑ New Roof ❑ Re -Roofing Recovering ❑ Repair ❑ Maintenap;Q .•... • • • • .. . ..... . . Are there Gas Vert Stacks located on the roof? ❑Yes ❑� No If yes, what type, .Natural (a LPGX* � • Roof System Information : ...:. :600:0 . Law slope roof area (ft.') NONE Steep Sloped area (ft.') 2, 500 Total (ft') 2; 0 : • • : •' •': Section B (Roof Plan) • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'):3X3 EIVED A R 02,019 BY• Vi e DATE. -�T + r till / IAN -F WITH AIL F" 11A`DFWvI_ �� l��r t",IvIII)iI�.`�AN1��2�;;lIf_NS,, Q 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 ...... Dates: • • ..:. • 10050 NE 2nd Ave • 0 0 0 0000 Miami Shores, FI 33138 • • • • • • • • Re: Owner's Name: (e 000000 0000 ,)u Ft"ff1�� Property Address: � t, JP; `�� rrs•�• • • • • 0000 Roofing Permit Number: • 0 0 • : . . • Dear Building Official: .:0. I JUAC C reenwe't) certify that I am not required to retrofit the roof to wall connections of my building because: )� The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Si ature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes a d says Sworn to and subscribed before me this %S ri Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad v t ation is equal to or SFBC. Then you must provide a building application from a Gene Contractor for the R 'she is the owner for the above property mentioned. 1� E,(��iBondpd IFER BEREMCE FUNEZ VELASQUEZ otary Public - State of Florida Commission N GG 235435 My Comm. Expires Jul 5, 2022 d through National Notary Assn. than $300,000.00, and the builducted with FBC nor a 1994 to Wall connection Hurricane Mitigation. Revised on 5/21/2009 5NK uu�, 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.ower's initial in the designated space indicates that the item has been explained. . . •Soso • 0 0 0 S •. • .. . .009 y� ••s••• ••r• 2• — 1� - Renailing wood decks: When replacing roofing, the existing woad FMtleck may Nave to ••••i• : be renailed in accordance with the current provisions of Section R4403. (The rpditI916 is usujIV • • . S S o o; o concealed prior to removing the existing roof system). • • • • • • • •. •..•+.• • ...... .. • • • • • . . .. •• •• • •• v •••••• 4. Exposed Ceiling: Exposed, open beam ceilings are where the un j0ersidebf the Tof decking ; can be viewed from below. The owner may wish to maintain the architectural appearance; theta f&V, S o S sS roofing nail penetration of the underside of the decking may not be acceptable. Tbeprpvides the option of S• s : • S o •. maintaining the appearance. • J_Overflow 6. scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R440 R4403 and R4413. ner/Agent's Signature Date Contrac g ature Date �c��(��� Property Address Permit Nu Revised on 7/9/2009 LD;07/01/2015; t Tilc Roof System MIAMNDIADE "DeliveriRg Excellence Every Day" Roof System Manufacturer: Boral Roofing LLC Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Notice of Acceptance Number (NOA): 16-0711.05 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): 31.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (rVa) in the text box. Roof Slope: 3 "/12" Roof Mean Height: 15 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: face 26 ga.-� Drip Edge Material Type: --Galvinized Metal --I Drip Edge Fastener Type: 1-1/4" RS NAIL 4" OC Hook Strip/Cleat gauge or weight: Deck Type: --5/8" Plywood -- Optional Insulation: N/A Optional Nailable Substrate: N/A •••• • • see 0 Optional Nailable Substrate Atta'chmeht: • • • • N/A ...... .•.. ...... • Basesheet Type: • • • • • • ..' . • . • • ASTM FELT#30 D226 �•:��: :'. '. "'•• •. Fastener Type for Basesheet+ ttachr>;ent: . ; . • • • • 1-114" RS NAIL & TIN CAP:1-50. ' • • . • • Tile Underlayment (Cap Sheet ) Type: POLYSTICK TU PLUS Tile Underlayment Attachment Method: SELF-ADHESIVE Tile Profile: SAXONY 900 t Section E MIAMI•DADE "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 j x > 0.291 = 11.37 j _ Mg; 7.62 = Mr1: 3.75 f s 31.3 j NOA Mf P 2: -68.1 x 0.291 j = 19.81 ' _ Mg; 7.62 j = Mom; 12_19 ' S F1T1 NOA Mf P 3: -100d x �, 0.291 # = 29.30 I _ Mg; 7.62 I = Mr3: 21.68 , 5 31.3 `j 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:r^x1:F—=F—xw:F_7=[ i-W:1-1=r- Xcos 9:F-7=Fr1:F 1s7jNOA F' P2:F_x1:F__=1 lxw:F i=r i-W:I 1=1 —1 xcos B:F_11=Fr2:F —.'s•�•, jNOA•F!'••• •••••• P3: x I: = I i x w: I _ _ - W: I ! = I x cos 0: = Fri: s 0. �.� ... ! NOA�fi • • • • • • •••• •••••• Where to Obtain Information to complete tile calculations 0000 • • • • • •... 00:0% 00 0 • Description Symbol Where to Find • • • • • • . . • • Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signecCandpealed by asprofessional • engineer based on ASCE 7. • • • • . • • Mean Roof Height H Job Site • • • • Roof Slope 9 Job Site Aerodynamic Multiplier k Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product A NOA Approval (NOA) MIAMN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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. 0000 This product is approved as described herein, and has been designed to comply with the Florida Building Cb4.. • including the High Velocity Hurricane Zone of the Florida Building Code. •. • •o.. DESCRIPTION: Saxony 900 Concrete Roof Tile • •••••• •••• • •••••• • .••. •••• •••• •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cjW. sWe andipllolving 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 $Mere hfs beerl 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 chanA.W the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMMADE COUNTY NOA No.: 16-0711.05 f,C t (ti r ,,� Expiration Date: 04/26/22 t Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. FQrdireit deck, thickness = 1-5/32" batten, mortar set or adhesive sgt•applicatidM? • • • •; • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, h jLpp;sure qXtjgded „• Split Shake Width = 13" concrete roof tile with two pgijl"es. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive rouapplications. Top : • • surface produced with 4 di . erent configurations: • • • • • 1. Complete tile bruslvd. • • • • • • • • • • 2. Right half brushed (Sh10n rfgj din drtwi• • • • •; • 3. Left half brushed 4. No brush 0 • • • • • ...... Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, hi 'ressure extruded : • • Width = 13" concrete roof tile with two nail holes. Forairect deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida Test Identifier Test Name/Report 94-084 Static Uplift Testing TAS 101 (Mortar Set) 94-060A Static Uplift Testing TAS 101 (Adhesive Set) 25-7183-6 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) 25-7214-1 Static Uplift Testing TAS 102 (l Quik-Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 (I Quik-Drive Screw, Battens) Project No. 307025 Wind Driven Rain Test #MDC-77 TAS 100 . 7161-03 Wind Tunnel Testing . . . Appendix II & III . . • TAS 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing .... TAS 108 (Nail -On) '....' P0631-01 Wind Tunnel Testing ...... TAS 108 (Mortar Set) • • • • P0402 Withdrawal Resistance Testingpf'; •; screw vs. smooth shank nails' ' RI.894/R2.894/R3.894 Physical Properties • • •: TAS 112 520109-1 Static Uplift Testing 520I11-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations 25-7094 Evaluation Calculations 25-7496 Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 Evaluation Calculations 25-7183 Evaluation Calculations Aerodynamic Multipliers Calculations Two Patty Adhesive Set System Evaluation Calculations Restoring Moments Due to Gravity RT0617.04-16 TAS 112 Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 04.19.94 Dec:l§§1 Aug. 1994 Jxly.1994 Sept. 1993 • . • ...... Atig;4994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its 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-1 (ft) • • • • Width-vo (ft) Saxony 900 10.9 1.417 • h. • Slate, Shake & Split Shake • • •.. Table 2: Aerodynamic Multipliers - X (ft3) • • • • • • • Tile I (ft3) .X (ft3) ...... Profile Batten Application Dirdh4l5ebk Application Saxony 900 0.291 0.315 "" Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4" A 2" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19132" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Save Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed. as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems • *see • Tile Tile Application Mtnilmtan Attagwmnt Profile • • • �tesistatlittr • Saxony 900 Slate, Shake & Split Shake Adhesive' e. e e 31.32 & ;. e e 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond`" one -component foam minimum weight per paddy 13.9 graX2! • • • ; • • • • • 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. .. • • • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-W) for Single Paddy Adhesive Set Systems • • • • • Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset4DAH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile -rite Roof Tile Mortar NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following:. • • • • • • 6.1.1 This Notice of Acceptance. 6.0 • 6.1.2 Any other documents required by the Building Official or applicable buikknocode inoJer to properly evaluate the installation of this system. 000000 PROFILE DRAWINGS • , , , , • • • NAIL HOLES ov UNDERLOCK I SAXONY 900 - SLATE ...... 5/32" (Slate) COVERLOCK MIAMI•DADE UNFY NOA No.: 16-0711.05 CO . , Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS JAIL HOLES Note: Available lop Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE 1-9/32" (Shake) • .... •••..• .... .... . . .... .... ..... ...... •. • ..... .. .. . .. ...... . . . . ...... NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 0 NAIL HOLES 0 PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE I!IW" (Shake) •••• •••••• • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 M® M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass 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 tho accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelylevIke, moji%nor • •' • suspend the use of such product or material within their jurisdiction. RER reserves the rightotp rrypke thij;Keptance,,,,,:, if it is determined by Miami -Dade County Product Control Section that this product or matesiaLLai1S to meet the + requirements of the applicable building code. .... .... .0000: This product is approved as described herein, and has been designed to comply with the Flonda Wilding bodes' *%*so including the High Velocity Hurricane Zone of the Florida Building Code. 000000 ; ; • • •, • • 0 • • DESCRIPTION: Polyglass Polystick Underlayments :":': "• . + + + ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Cjty! st,�ate aria following •... 00 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. •,;,, • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 313'/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 61' x 3'3 '/s" 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 3'3'/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 metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile ..•• Location #1 & #2 • underlayment..... ...... Polystick TU P 32'10" x 3'3'/8" TAS 103 and A rubberized asphalt waterproorin� m*embrane,k1a'ss- Manufacturing 130 mils thick 000, ASTM D 1970 fiber/polyester reinforced, with aenular surface ... • Location #2 designed for use as a tile roof unog4jyment. .... • • • • • • Polystick TU Plus 65' x 3'3'/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber'/P8f ester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membra*x .1esign@*d as a.metal Manufacturing roofing and roof tile underlaymg t. : • • • . Location #1 & #2 .... % ...... Polystick NITS 65'8" x 3'3'/8" TAS 103 A homogeneous, rubberized asl Wf 4terprQofi4g ; • • • • ; Manufacturing 60 mils thick membrane, glass fiber reinforced with polyorQtUclilm 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 3'3'/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Revort Date Trinity ERD 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 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 9� 2�/06 PUSA-055-02-02 TAS 103 •12/.VO7 PUSA-089-02-01 TAS 103/ASTM D4798 &'C135: .... • 074W09 .' Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 &o 455 • 04AO1/08 • RX 14E8A TAS 103/ASTM D4798 &•6t 55. 44t0 i09 • • • • DX23D8B TAS 103/ASTM D4798 & 0153 152tP8/10 • • •' • DX23D8A TAS 103/ASTMD4798&•6:SS: :U2/1 to .. .. . .. ...... ABELING: . . . 0000% ...... 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufaatiirere's nam: or lejo, cit}"": and state of manufacturing facility and the following statement: "Miami -Dade County Product Contro4 approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(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 MTS 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. • • Y • • • • • •• • •••• • 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 membra$e self- ddtfdred. Anchor/Base Sheet: ...... .. . One or more plies of ASTM D 226 Type II or ASTM D 2626. ..'..' ; '.. ..... .000 V Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a r11*nHi4n 4"head iap. (for •. . . . . base sheet only) ...... ...... Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps� ankinirnL 6'1 vertical;" laps. 64.0 Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/z" 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 MTS and Polymck NITS Pll"y be ...... • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof fil$ 91stems`aliitrquarry • • • • • • 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 jtZ90f till;,Tyst:ms. • • • • ` • Polystick TU Max may be used in non-structural metal roofing and roof tile systems...'..' '„• Elastoflex S6 G may be used in roof tile systems only. ...... ,,, ,' 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystiek9rt P, Polyslzek TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. "de deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus, TU P, Polystick Polystick S6 G Tile Pro, Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. 0000 &&IS Roof Deck prepared with POLYSTICK7U Rua . . .... ...... Roofing Tiles •• •••• •••••• (6 Max Per Stack) • • • • • • •••• •••• • • •••• •••• ••••• 12 ••• • •• • ••••• 6 . .. . .. ..•... • • • • • •••••• NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Poly§tick 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 V 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 contacts 0.0 • • • • • • • "' :' .. . .... 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform j4Xer of PolygjU . ...... Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Fla"g Cement, 0. XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in bate een • the application of the lap. The use of mastic between the laps does not apply to Polysticl -M;r-l. 00000 • • • • • 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to Ale Polygfs� Nile .. Loading Guidelines. See General Limitations #9 and #10. • , ,, • . • • • • • 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be us;d on atl projj4j for, • ""' pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/ 't2", ptecautiohs should be: 0.. 0: taken, such as the use of battens to prevent tile sliding during the loading process. " ' : . • 0 . 0 ... . 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 10. All self -adhered membranes must be rolled to ehsure 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) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF TINS ACCEPTANCE . . .... ...... ...... .... :0*0% ...... .... .... . . .... .... ..... ...... .. . ..... .. 00 ...... • .. • . . . . ...... . . ...... • • • . • • 0000 NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 MIAMI-DADE COUNTY MAM PRODUCT CONTROL SECTION in 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 labdl 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 an4 that 41as betiloft change • • • • • in the applicable building code negatively affecting the performance of this product. • • • , • • a :.... a ,•+• •„ , • • • TERMINATION of this NOA will occur after the expiration date or if there has been a.leviglion or cliarige in the* • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endors eeV n; of anY proanct, for, , • • • • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comiply� ith any %ection of • • this NOA shall be cause for termination and removal of NOA. • • . . . . ...... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1dj(Jt, ,lid followed by the: • • + • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 M AMI-aAne eouNW Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as nianufactured 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 TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list a"almment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. . • • • • • MANUFACTURING LOCATION: "':" '•'• 1. Tomball, TX. .... . • . • .... .... PHYSICAL PROPERTIES: """ " ' 90 0 0 Property Test Resu;60 0 • 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./Ft2 Moisture Vapor Transmission ASTM t 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Ideritiiier Test Name/Report Date #94-060 257818-IPA TAS 101 04/08/94 25-7438-3 TAS 101 SSTD 11-93 12/16/96 25-7438-4 10/25/95 25-7438-7 25-7402 SSTD 11-93 11/02/95 SSTD 11-93 12/12/95 NB-589=631 ASTM D 1623 02/01/94 9637-02 ASTM E 108 04/30/93 01-6743.011 01-6739-062b[l] ASTM E 108 11/16/94 ASTM E 84 01/16/95 7050.02.96-1 P36700.64.12 TAS 114 "' 03/14/9b.' P39740.62.12 ASTM D 1623 ••; 04/18/12: TAS 101 ......02/2NIi• TAS 123 528454-,2-1 528454-9-1 TAS 101 "" ' •' • ' ....' 10/23/9'8"' • 528454-10-1 • 520109-1 520109-2 TAS 101 • • • 2/28/98 520109-3 " " % 520109-6 ' 520100-7 •••• 520191-1 520109.2-1 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard PAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. aIAMPDADE COUNTY ...1 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Reuort Date #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 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 •..0 03i1.4d9G° P36700.04.12 ASTMD 1623 •..� 04/lWii- P39740.02.12 TAS 101 ..... • 02f21;t 2 TAS 123 528454-2-1 TAS 101 "" 10/2T19 528454-9-1 528454-10-1 �• �� •• 520109-1 TAS 101 12/;8/9$ 520109-2 520109-3 • 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser 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 JCP•' 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 minute's affeVICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordav*"with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted%ein. : NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles 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 3!1 grams under pan LABELING: ... . .... . 000900 .... 0000 . . All approved products listed herein shall be labeled and shall bear the imprint or identifiable markkWof the". . . . ..... manufacturer's name or logo and following statement: "Miami -Dade County Product Control Apr",Vd" or tke Miami- . ..:..' . . Dade County Product Control Seal as shown below. • • • • • • • • • • • • . . . . ...... BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 r r s ADHESIVE PLACEMENT DETAIL # 1 N�tiNmUphplaitkosawt PaddYlsasraalhiilsJ �rs6� ►aqul►ndl. ; 17ad•r4ym•ns ti 101 U"C•un• • 1o�r. ascta 21n Ems Oasur• j Nall tfiroughpbs* oement 1when requlred0 10 Fa. x,;,- 4 21Rwlde 4d•tttM5 optl•nal P*4dl116tm**6 T4*l l Law clasura Fascia KA lhnm9h pinule ("an roqulrcdM � �d•1 I>I"na whT71•F u►,d�.n.ym,.,r o ?Rin•M 2 In, ww. 9ascens aplianaf Eav t au►sa ti. Fasda YYeephoFr 1Q In. .1:In. Csne{IGSYR � brlpadge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 0000 1. Starting at the eave course, apilly a mininjgr2.. ...... (50.8 mm) x 10" (254 mrfrl j�•1';(25.4 mrpl foam • • paddy onto the underlayruQuL41gsitione U shown .... under the pan portion of the t�leclosest to the overlock of the tile being set.. • • • • • 2. Continue in same manner.4;mT apprQx matgly 17 • •: • • • (109.7 cm2) — 23 (148.4 CMZ)%Iquare idth Iftesive • • • • ; • contact with the undersid$'d= tile. ' . . . . ...... .. . . • • • • . 0000 High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 • { a ADHESIVE PLACEMENT DETAIL # 2 Phil tbrougtsphulttotnNrt VrddyllaurwhTar] (when required) Ondarlaymtnt 9atbars optional FisMaCoutsi Ate"°' 4 a Fasda gore Closure Wail through plastic Dement (when rewiredl padldy(9ent;ath 7TIM Fmcia Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the, tile. • • • • • • • • • • ...... .... ...... Medium Profile / Double Pan 11fe • • • : :*see: . aaaa aaaa aaaaa 1. Starting at the eave course, �ggly� •minirr�m 2" (50.8 • • • • • mm) x 10" (254 mm) x 1" (254tyitn) foam paddy ...... onto the underlayment positiQ"4s shown upder the a • pan portion of the tile closest tothl overlock of the ....;. tile being set. Insure approximately 17 (1Wycm2) — . 23 (148.4 cm) square inch adhesive contact vAth the : • • • •: underside of the tile. • • • • 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Kam dnough pbsdc ce #Wbarl rwwlreo yy, I I�•RMMMITiI•) 1Mdti#•yn++n� O N' `+� Rattans aptloeai Bare Cause esaie H+•ph4++ 101n, 2In. Ea.edowmr bapadge 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 cmz) — 23 (148.4 cmz) 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 cmz z) - 19 (122.6 cm 3 square inch a&e9ive • • • • .. contact with the underside ofthe tile. • • • • • ...... .... ...... .... .... . . .... .... ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 i (1 ADHESIVE PLACEMENT DETAIL # 3 MR through plastic cement Paddy (between tiles) (when rewired) Batton optional ° ° t►a� Under tile) Single paddy on tv of tie r � a► epaddy J� R`•��°i onundedaFcent `r 2X In. to' 42I. Uvecle9ue flat/Low ProflieTlie Nag throogh plastic Dement Single paddy under tie (when required) Paddy (between fifes) Battens paddy (under t1e) optional r', 1 mottle 1 *i 6sa(n. se1n.°�, S".Patddy on undedayment 4i c tole. `<ti 21n. Eave Closure Eave Course Fvsrla Nledlum ProtlleTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high 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 cm) 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, 9� V> der the pan portion of the tile, closest tp the u)14e,ILgpc for • • • • • • the second course tile to Ise Atoled. Insure. • approximately 8-9 in (5 L6.58.1 cm2) af'adhesive ....:0 contact with the undersideof''itko tile. Soso •••• • . see* .... ..... (Instructions continued on net? Phft • • 0. *.to** •• •• • •• •••••• • Sao••• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nag Romp plastic 51 je paddy under uk (when required) paddy ax" een tiles) Battens Optional ,ram Paddy (under tne) f "4 x 4 in. sinoe 2 x 4 in Padd�yy= ii0pottle Earetourse asda Weephale 1011L in. Eave dosure Drip edge MEMO K1gb Pro1lleTpe 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/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 cm) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cmz) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •••• •••••• ••4•00 •••• •••••• 000000 •••• •••• • • • 4, • • •••• •••• ••••• • • •••••• •• • ••••• •• •• • •• •••••• • • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq in. Steep pitch applications in contact with the pan tile. A (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 25 sq. in. contact area.. Underlayment Eave closure (motar shown) Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a mir imunl 1" (25.v�qWx 10"• • • • • • (254 mm) bead of adhd§j)odQectly on��j inner • • edge of each side of the. Gg-jWtile. I, #% • e • • ; • approximately 3/4" (I%wA.to 1" (25.4emm) e from the outside edge ofetketile, inward,. free of . e foam to allow for expannonl• a 0000 **Go* eeeeee e. 00 eeee. 4. Turn cover tile over aft? f8ft is appliedoand • • • • • • place onto pan tile could. i$4ire a minif ium of • • 20 (129 cm2) - 25 (161*3 cm21squarlinre4a ••e•ee contact area on each sine o€%e cover tile to the :***a: •• • • • e pan tile. Continue in same manner. friin•away R•t• any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11