The URL can be used to link to this page

RF-18-2323Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 (Permit Issue Date: 8/30/2018 Permit No. RF-8-18-2323 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 02/26/2019 Project Address Parcel Number Applicant 1069 NE 91 Terrace 1132050010080 Miami Shores, FL Block: Lot: JULIET SUZMAN I Owner Information Address Phone Cell JULIET SUZMAN 1069 NE 91 TERR MIAMI SHORES FL 33138-3401 ��11�1 ��IIIflIIfliA111i1Y�! Contractor(s) Phone Cell Phone ALPERO GENERAL CONTRACTOR (786)357-7414 Type of Work: Re Roof Additional Info: NEW TILE ROOF ADDITION Classification: Residential Scanning: 3 Fees Due Amount CCF $3.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.00 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $273.25 In consideration of the pertaining thereto and in accepting this;j1permit I required for ELECTRICA OWNERS AFFIDAVIT,./ construction and zonild Valuation: $ 4,100.00 Total Sq Feet: 650 Avauaoie inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68733 08/30/2018 Credit Card $ 273.25 $ 0.00 o me of this permit agree to perform the work covered hereunder in compliance with all ordinances and regulations ormity with the I s, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In INZnsibility,,fvrall work done by either myself, my agent, servants, or employes. I understand that separate permits are ING�-MgGHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. ill the fo oing information is accurate and that all work will be done in compliance with all applicable laws regulating I au#lbrile the above -named contractor to do the work stated. August 30. 2018 u nonzed Slgnatur . ?ar / Applicant / Contractor / Agent Bui ing Department Copy August 30, 2018 Miami Shores Village RECEIV50 Building Department AUG 3 0 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FI3 201':4- BUILDING Master Permit No. 1 -� — / J - 7 PERMIT APPLICATION Sub Permit No. �232� ❑ BUILDING ❑ ELECTRIC ) ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /' n CONTRACTOR DRAWINGS JOB ADDRESS: f D 60 Ni ! I �£IZIZ City: Miami Shores County: Miami Dade zip: 33130 Folio/Parcel#: I — 3zc,5- Oa 1-00M Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JvLe4 Jf/mapy Phone#: Address: ��(9-1 rrIV City:_ State: L - Zip:'3-3/-3e Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: • one#: City: t P— f State: E: zip: 33/76 Qualifier Name: 1 Phone#:C')V(, 35`/ 7 State Certification or Registration #: V / Certificate of Competency #: ° DESIGNER: Architect/Engineer: NIA - Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �I% 00 Square/Linear Footage of Work: 4�-S0 Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition / ,{ k•. Description of Work: A/ / .r Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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. �, , _, , • s� "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 esfimated,value"ex eedu;g $2500, the applicant must promise in good faith that, a copy of the notice of commencement and construction lien law brophure'will be delivered. to the person whose property is subject to attachment. Also, a certified co ' ' '`- t p p y �py 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 bpapproved and a reinsp_&cf7-o_n_7e—eWQ be charged. OWNER or AGENT The fokegoing instrum nt was acknowledged before me this ��day of VC1 f/S-r 20 /p, by Jih%nJ' Au% w who personally known o me or who has produced Sign The foregoing instrumen/was acknowledged before me this �nn5 ,, da of Aodu J 20 by (�i2d�o 1 i� 5 who is personally known to as me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: pMEZ a Sign: Print: a Z P 01�021 Print: % Seal: .�� MYComm.FxN �a1N�a'Y�"�' + � DAjs �y •••'IF F�,.• /�,�� y�y��p��i Cmvnbft III GG2M OF ,�, � �EF ftft ftuA" ftwy ################################ ### ### ################################################################# APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s�� OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-001-0080 1069NE91 TER Property Address: Miami Shores, FL 33138-3401 Owner MICHAEL SUMAN &W JULIET Mailing Address 1069 NE 91 TERR MIAMI SHORES, FL 33138-3401 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ 0101 RESIDENTAL- SINGLE FAMILY Primary Land Use 1 UNfr Beds / Baths / Half 4/2/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,605 Sq.Ft Lot Size 9,375 Sq.Ft 11925 Year Built Assessment Information Year Land Value Building Value 2018 $337,500 $196,375 2017 $337,500 $181,308 2016 $314,250 $181,308 XF Value Market Value Assessed Value $0: $532,875i $276,503i $0 $518,808 $270,816 $0 $495,558 $265,246 Benefits Information Benefit Type 20181 2017 2016 Save Our Homes !Assessment Cap Reduction $256.3-7722 j $247,992 $230,312 Homestead Exemption $25,0001 $25,000 $25,000 .. - _. Second Homestead Exenption $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 WATERSEDGE PB 9-141 LOT 9 & W1/2 LOT 10 BLK 1 LOT SIZE 75.000 X 125 OR 18317-2696 1098 1 Generated On: 8/15/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $226,503 $220,816 $215,246 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $251,503 $245,816 $240,246 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $226,503 $220,816 $215,246 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $226,5031 $220,816 $215,246 Sales Information Previous Sale Rice OR Book -Page Qualification Description 10/01/1998 1 $201,000 18317-2696 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/discialmer.asp Version Alnero General Contractor Inc. 8900 SW 126 Ter Miami FI 33176 Cell: (305)303-58164 Lic #CCC1328188 ALL TYPES OF NEW ROOFS • RE -ROOF • REPAIRS' ROOF MAINTENANCE • WATERPROOFING • BUILT-UP ROOFS "CON ERCIAL' RESIDENTIAL Customer Name: Distintive Homes Job Address: 1069 NE 91 Ter Miami Shores Fl Sale Representative: Valerio Flores (305)244-4590 We hereby submit the estimate/contract for a new roof in the following manner: • Tile Roof • Install new paper #30 with nails and tincaps. • Install new metals 3"x3" and valleys where are required. • Install new paper self adhering TU Plus. • Install new clay tile with foam. • The Contractor is responsible for permit and inspections required. Premises shall be left cleaning of roof debris. Owner must provide access to work, water and electricity. We propose hereby to furnish material and labor complete in accordance with the above specifications. The total job cost: ($4,100.00) Payments Schedule: Sign application.($1,000) 50% star job 25% at the first inspection 25% final inspection. TERMS AND CONDITIONS OF CONTRACT 1. All workmanship and material shall be guaranteed against defects for a period of 10 years from the completion date of the work. This guarantee does not apply in the even of fire, termites, windstorm or damage caused by acts of God. This guarantee does not apply to leakage caused by footwear: improper building or roof deck construction: improper roof or building design: nor puncture or penetration of the roof integrity for the installation of air conditioning units, fixture, signs, Hatchways, pipes or other structures supports or braces, unless installed as a part of this contract by Alpero General Contractor. 2. No guarantees shall apply until the contract is paid in full. 3. Any legal expenses incurred by Alpero General Contractor for collection of the contract price or any installments due there under shall be paid by owner. 4. This contract only cover the work specifically set forth herein. The contract does not cover any additional work found necessary after commencement of the job. Owner agrees to execute any addendums to this contract necessary to cover the additional work. 5. Alpero General Contractor shall be relieved of its obligation to timely perform this contract in the event of material shortages, labor disputes or strikes beyond the control of Alpero General Contractor. 6. This warrantee is transferable to a new owner. 7. If upon re a o existing roof a defect is found in the structure or decking by an inspector or others, Alpero eral Co actor is not responsible for these types of hidden conditions. The owner will occur all cost sociated th its r r or a ntracting of general contractor for the structural repairs. above prices ications and con itions are satisfactory and are hereby accepted by: r7/1 Date Sale Representat' a Date a t Cr E a 2 1 � ■■■■■■■■■■■■■■■■■■■■■■■■■ I�ll�■�■■■1�■■\\l.��,l./■■■ram■■ ■■ IM, mum MEEMMEN ■��■■■■■■��■�M■■W: ■■■■■■■ ■WEINI■■ IPANIM■■■■■■■■■■■■■■■ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES _t Florida Building Code 6th Edition (2017) RECEIVED 1 High -Velocity Hurricane Zone Uniform Permit Application Form 1 AUG 302018 Section A (General Information) 1 Process No. 1 Contractor's Name Job Address 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles i ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes �. 1 ❑ Prescriptive BUR-RAS 150 •. • .. . ROOF TYPE` ' •' •' ' • ' "' J'' 19 .••..• New roof ❑ Repair ❑ Maintenance Reroofing ��,p Reco;enng� ROOF SYSTEM INFORMATION 0 1 .... .• .. / ... . Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF)� / 4 6: 6 0: TOO . •• •• •••• ..••I.. Section B (Roof Plan) so ...0.0 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and bygifloV drains. Include dimes• •I. • sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. .".'. ' I ' • 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Roof System Manufacturer: ""a Notice of Acceptance Number: i9- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3Gh l P1: (0 P1: 1 Deck Type: t 8rr •••••� 1 Type Underlayment: 3&o f�••... .....1. Roof Slope: • E -—' 2 r Insulation: kl • 000*0* 9000 0*000 Fire Barrier: A/ of-**- • • •' • • • • •t • • '1 Ridge Vent' ation? Fastener Type & Spacing: ,l -e 151��',;,� . 009 Adhesive Type: a PSl dQ, 1 Type Cap Sheet: 1 Mean Roof Height: I Roof Covering: 1 Type & Size Drip " n 1 Edge: 1 I 1 1 1 1 1 1 1 1. 1 I 1 1 1 1 1 1 1 1 1 1 1 i 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P131. f x %0 &L Mg: = Mr,!;.Z Product Approval M, (P� x> 0 =a ��) - Mg,�� = Mrz 1 .� Product Approval M,� Q/) J (Pik xaQ: -a,2 - Mg- = Mr, Product Approval M, S d� �4 �o� ite ii✓e, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, M, required Moment Resistance* ; .0. Mean Roof Height Roof Slope 15' 20' 25' 30' ....4Q 2:12 34.4 36.5 38.2 39.7 4 . 3:12 32.2 34.4 36.0 37.4 • • • •3r.8 4:12 30.4 32.2 33.8 35.1 ... X93 5:12 28.4 30.1 31.6 32.8 • • 434.9 6:12 26.4 28.0 29.4 30.5 : * 0 =4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Codnty Board of.R Ala s and Appeals. • • • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: = ) - W: x cos 6 = Fr, Product Approval F' (P2: x L = x w: = ) - W: x cos 6 _ = F, Product Approval F (P3: x L = x w: = ) - W: x cos 6 = F„ Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mo Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 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 10050 NE 2nd Ave Miami Shores, FI 33138 , •s•• o • • ••o •••••• .. • ..Date: Aube .... *soot •t•••• ••t••t •o . •• • . t Dear ildi Official: ...• I certify that I am not required to retrofit the roof to wall connections of my b ing because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad Re: Owner's Name: •••• . • • • • • • • Property Address: 10 t'r 6 N _ 91 7C t'L • • • • • • • Roofing Permit Number: so :"••• valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions n of the South Florida Building Code (1994 SFBC) JV 111J—su M a. N Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that helLfW is the owner for the above property mentioned. Sworn to and subscribed before me this r -fL- day-oL. "c r sr ELZIRISGOte��a t�'° �� P Notary Public- � (,r"i071342 Notary Public, Sate of Florida at Large = • commtss resfeb9,2021 • When the just valuation of the structure for purpose]iMitTon is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121 009 MIAM� i) 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.¢ov/economv Ceramica Verea Lanza S/N 15685 Mesia (Coruna) Spain 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 ha4y: • ... • • • product or material tested for quality assurance purposes. If this product or material fails to perfornI in the accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediate47#woke, modiky,Or ....;, suspend the use of such product or material within their jurisdiction. RER reserves the right to teeeke this acceptance • • • • if it is determined by Miami -Dade County Product Control Section that this product or materlIMM1s to meet lie. • .... ..... requirements of the applicable building code. .. .. This product is approved as described herein, and has been designed to comply with the Flor*ica00 M;ldingC*ct • including the High Velocity Hurricane Zone of the Florida Building Code. .. • • • • • . . . . ...... DESCRIPTION: Verea "Spanish S" Grade 1 • • • • • • . V909: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfioilowing 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# 16-1012.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0119.02 MIAMI•DADE COUNTY Expiration Date: 03/13/23 • ' Approval Date: 03/22/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Verea "Spanish S" Grade 1 manufactured by Ceramica Verea, S.A. in La Coruna, Spain and is distributed by Ceramica Verea, USA Corp., as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Verea "Spanish S" Grade 1 Trim Pieces Verea Hurricane Clip Dimensions L = 19.5" W = 10.85" H = 2.8" Length: varies Width: varies varying thickness 2.95" x 0.47" x 0.09" diam. 2.1 MANUFACTURING LOCATION 2.1.1. Mesia (La Coruna) Espana Test Product Specifications Description... ASTM C1167 High profile clay.rooftil8.'ror direct Type I Grade 1 deck, adhesive set applie.. .alione. �. ..... ..... . ASTM C 1167 0000.0 Accessorygitd,•cjay ropf pieces for • use at hips, TAIMs, ridges"and•,?alley • •; • • • ... .. terminations..�.narbufacture.dbc each ... .. .. .... ...... tile profile,. • (Optionalpstamless steal cli:.. • • ••: • NOA No.: 18-0119.02 Expiration Date: 03/13/23 Approval Date: 03/22/18 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date American Test Lab of South Florida RT0202.02-18 ASTM C 1167 02/10/18 RT0621.01-16 ASTM C 67 09/09/ 16 RT0311.01-14 TAS 101 03/18/14 IBA Consultants, Inc. 4709-3 TAS 101 12/21/07 PRI Construction Materials CVER-013-02-01 TAS 101 12/30/13 Technologies CVER-014-02-01 TAS 102 03/11/14 CVER-015-02-01 TAS 100 04/07/14 Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails • The Center for Applied 25-7094-(3, 6 & 9) PA 102 • • • M171994 Engineering, Inc. 25-7120-(1 & 2) PA 102 •,,• •Novi4994 25-7183-(3 & 4) PA 102 ...;.. Fep. 1995 • • 25-7214-(3, 4, &7) PA 102 .... March. 1995;•"'; 0 25-7804-4 PA 102 0000 pep. I996 ..... ...... .... ..... .. .. .... ...... . . . . .....• . . . • • .. . • . . ...... NOA No.: 18-0119.02 MIAMI•DADECOUNTY Expiration Date: 03/13/23 Approval Date: 03/22/18 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 may 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 Regulatory and Economic Development Department — 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 Verea "Spanish "S" Grade 1 and its components shall be installed in strict compliance with Roofw& • 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) Verea "Spanish S" Grade 1 8.0 1.625 :66: 0.904%, ' Table 2: Aerodynamic Multipliers - A (ft3) : : .. Tile A (ft3) : .J�4ft3) :. Profile Batten Application Directbeck App� dkton ' Verea "Spanish S" Grade 1 N/A 0.31 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" Profile or Greater Verea Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck "Spanish S" 6.46 6.36 6.21 6.01 5.74 5.40 Grade 1 NOA No.: 18-0119.02 MIAMI•DADE COUNTY Expiration Date: 03/13/23 "'' ' Approval Date: 03/22/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Verea "Spanish S" Grade 1 2-10d Ring Shank Nails 28.6 41.2 n/a 1-10d Smooth or Screw Shank 5.1 6.8 n/a Nail 2-10d Smooth or Screw Shank 6.9 9.2 n/a Nails 1 #8 Screw 20.7 20.7 n/a 2 #8 Screw 43.2 43.2 n/a 1-10d Smooth or Screw Shank 23.1 23.1 n/a Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 n/a Nail Eave Clip) 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 2 1.6.'. "`rt/a • • 2-10d Smooth or Screw Shank Nails Eave Clip)... 38.1); �n/a ` Table 5: Attachment Resistance Expressed as a Moment - Mf ff .4bft .;*go. for Mechanically Attached Systems " ' • • ` Tile Fastener Type Direct Deck Direi:t Deck Battens go Profile (min 15/32" (mine 19/92" :""' plywood) plywood; 0 • • o - g 0 Verea "Spanish S" 2-10d Ring Shank Nails' 33.1 48.1 n/a Grade 1 1 Installation with a 4" the headlap and fasteners are located a min. of 21/" from head of tile. ' Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Verea ICP Adhesives Polyset AH-160 63.212' "Spanish S" ICP Adhesives Polyset AH-160 58.62 Grade 1 1 Large paddy placement weight 34.6 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. 2 Medium paddy placement weight 24.5 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH- 160 NOA No.: 18-0119.02 CMIAMIi7R�DE COUNTY Expiration Date: 03/13/23 • ' Approval Date: 03/22/18 Page 5 of 7 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". VERE SPAIN CE LABEL FOR VEREA "SPANISH S" GRADE 1 (LOCATED ON THE SIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. .. 0 . . .... ...... ...... .. . ...... •....• .... .. .. ..... ...... .... ..... .. .. •..• ...... . . . . •....• •• • •• • . . NOA No.: 18-0119.02 CM1AM1W-DADMEC0=UNTY Expiration Date: 03/13/23 �FJZMSYJ Approval Date: 03/22/18 Page 6 of 7 1( PROFILE DRAWING VEREA "SPANISH S" GRADE I . . .... ...... ...... .. . ...... .... .. .. ..... ...... 00000 .00:0: . , . . . . ...... •• . •• • • • • VEREA HURRICANE CLIP NOTE: USE OF CLIP IS OPTIONAL. REFER TO MANUFACTURERS PUBLISHED INSTRUCTIONS FOR INSTALLATION DETAIL END OF THIS ACCEPTANCE NOA No.: 18-0119.02 MIAMI•DADE COUNTY Expiration Date: 03/13/23 ' Approval Date: 03/22/18 Page 7 of 7 GREEN SUSTAINABLE ATTRIBUTES SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section. G.1 - SOLAR REFLECTANCE AND THERMAL EMMITANCE Component Name Initial Aged Initial Aged Solar Reflectance Reflectance Reflectance Emmitance Emmitance Index (SRI) 1. Verea "Spanish S" 0.39 Pending 0.83 Pending 41 Grade 1 . . .... ..... . .. . .. . . . . ...... .. . ..... . ...... .... .. .. .... . ...... .... 00000 .. .. .... ...... . . . . . . . ...... . 00. .. . .. . . . NOA No.: 18-0119.02 lffimmmmADE COUNTY Expiration Date: 03/13/23 Approval Date: 03/22/18 Page 8 of 7 M IAM FDADE �m�ry MIAMI-DADE COUNTY 1 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.aov/economy Polyglass USA Inc. I I I I 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 ContWj&ction (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the ri�lat to h0e Ibis' ...... product or material tested for quality assurance purposes. If this product or material fails to perforn; in the ao capted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate19 rCvoke, modify! or ease** suspend the use of such product or material within their jurisdiction. RER reserves the right*Wb ttake this acceptance; .... if it is determined by Miami -Dade County Product Control Section that this product or material Mibs to mett the: 0• .... • • • • 00000 requirements of the applicable building code. .• This product is approved as described herein and has been designed to comply with the Flor' ;0 uildin e • *000 P PP g P Y .ld A g'Cs4�. 0000:0 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, city, state and•f1 11bwing 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. • 0 0 0 • • .0000 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3-3/8" 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 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designedd*ts.a • • • • • Location #2 metal roofing and roof tile undellaynZent. •• �. Polystick Tile Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self-adheTAN glass-frbe&palyester• • • • • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing mem 0: *.•Designed rasa metal.... Location #2 roofing and roof tile underlayrrignt. • • ... • • • • • .. • . Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhel-"e,*A)lyestgf rein forced• • 9 • - Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a raaf file ""'" • • • • • . . Location # 1 & #2 0 underlayment. 0*0000 Polystick TU P 32' 10" x 3'33/8" TAS 103 and A rubberized asphalt waterprobfrrj'ipembt'ane, glass- • • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular Orfa6e. ' 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 3'33/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity I 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 0492/13 P45270.05.14 TAS 103, TAS 110 & ASTI: DL02,3 �416�?!/14 P46520.10.14 ASTM D 1623 . TQJM j/ 14 P44360.10.14 TAS 103 & TAS 11d 110/67/14 P43290.10.14 ASTM D 1970 & TAS I Id/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS I I1Y..... •.0.6»;1/16 PLYG-10130.06.16-1 ASTM D1970 & TAS IIQ... .W;7/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 *X/19/06 PUSA-055-02-02 TAS 103 12/ j 0/07 PUSA-089-02-01 TAS 103/ASTM D4798 &*G15S . . ; W/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 �•44/01/08 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 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" 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 w ihtfium 4" h2a4 lap. (for • base sheet only) • • • • • 0 "" • 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 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Progrjqt.Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The !lashing tapgshiX•be •� pressed in place and formed around the protrusion to ensure a tight fit. A second laye'i•'o'f.Pdlystick thaM be • • • • • • applied over the underlayment. • • • �.... • . . .0000 Y GENERAL LIMITATIONS: •••••• •••• •••.. .. .. ...... 1. Fire classification is not part of this acceptance. .... • • • • • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and PoE sticl;MTS•Plus•rnay be...... ...... used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rocsf tiVsystems and quarry • slate roof assemblies. " ' .00 ' Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMIOADE COUNTY Expiration Date: 09/13/21 F-1201,041 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the 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 Tile Prohibited 4:12 6:12 6:12 5:11 ••• 6�1.2• without battens ` Profiled Prohibited 4:12 6:12 6:12 4:12":' VI2• Tile without battens ..... ••••• • • • • Y The above slope limitations can be exceeded only by using battens in accordance with t1lenproved"Id System•;••• Notice of Acceptance and applicable Florida Building Code requirements. When battens arerequire8,,*"ey sha1P .. .. .... ...... 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 drop irpf ....:. tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loaQing prpcedui'e —two tiles;••••: laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, Mr a total of •U'4% — foT• • all underlayments except Polystick MTS which shall be loaded onto battens. 0 a 0 rn N fO POL`YST1CKTU Plus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLIC,&T.I.ONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIOIS....' ...... 1. Polyglass does accept the direct application of Polystick underlayment membranes to woof #Decks. Ixgtailers are....:. cautioned to refer to applicable local building codes prior to direct deck installation to dMtire this is acceptable. ; o 0 o o Please also refer to applicable Product Data Sheets of the corresponding products. ."". . ; • .... .. .. 00000 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge caam as per.P.olyglass ..;... Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimumof Vsrmetal�d,sk as .....0 required in Miami -Dade County or simplex type nail as otherwise allowable in other rjg?gs: at a minimum rate • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail al -ea, area par$ F"vX" on • • • • o • the face of membrane, with the above stated nails and/or disks. The head lap membrane is to.coverthe area beint..00: back -nailed. (Please refer to applicable local building codes prior to installation.) 00 0 • go 0 0. ' ' 00 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 TV12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 MIAMI•DADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICAT.IPNS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMmE N DA TIOIS... • ... • �. END OF THIS ACCEPTANCE .... .. .. .... . ...... .... ..... .... .... •...•. . . . . ...... NOA No.: 17-0614.22 MIAMI•DADECOUNTY Expiration Date: 09/13/21 UUMIM1 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY M#M 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.Qov/economv 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 tWs, 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 sus Vend he use of such product or material within their jurisdiction. RER reserves the right to revoke• fts •acceptance! *If it is- • • • • determined by Miami -Dade County Product Control Section that this product or material faifs'1' fftet the reViremenZ... of the applicable building code. • .... .. .. ..... This product is approved as described herein, and has been designed to comply with the: Florida Building Cody. ; • • 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 •atOfollowing 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. op-� ,rI' MIAMI•DADE COUNTY 1141117151 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and 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 Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 Product Description . . Two component polyWr ;ne .... ..... foal adhesive. •. 06 • Dispensing Equipment • • • • • • .... .. .. ..... Equipment. • Dispensing G G.. .... ..:.. .. .. Goes ...... ...... • . . G • ...... e.GG•. PRODUCTS MANUFACTURED BY OTHERS: • . • ...... Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which lis!*VtOment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 M AMi•aaDeeouNTY Expiration Date: 05/10/22 "' • ' Approval Date: 04/27/17 Page 2 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 #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 • • TAS 114 ASTM D 1623 ��•°•• TAS 101 •�••�• TAS 123 �•��•� TAS 101 ...... TAS 101 •• • TAS 101 Date 04/08/94 12/ 16/96 10/25/95 11 /02/95 12/ 12/95 02/01 /94 04/30/93 11 /4 6A4 01146 OA.� •• Y 03 /14/9'6 04/ 18?12 10/23498 12/Q6/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 =MLAWWADECUNTY 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 nppkcation of any adhesive. The mix ratio between the "A" component and the "B" component sh$11 b�%aintaintd•between••.... 1.0-1.15 (A): 1.0 (B). •• •• •' 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser:Ijjj400 or ICP. Adhesives ProPack® 30 & 100 dispensing equipment only. 0 0 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 minutas.lfiallCP a4 ,fes •••, • Polyset® AH-160 has been dispensed. • • • • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance withh%.% 'Placement Details' herein. Each generic tile profile requires the specific placement noted hei: in. •� �....� NOA No.: 17-0322.03 MIAMI.DADECOUNTY 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 34 grams yp4gr pan . . • .... ...... • LABELING' •••:•• • •• • % •••• All approved products listed herein shall be labeled and shall bear the imprint or identifiable rnV{ j,11g of the . manufacturer's name or logo and following statement: "Miami -Dade County Product Control ApprVed" or theZltlYami- .. �.. • Dade County Product Control Seal as shown below. • • • • • • 000000 ...... cE u,��.u�a , • • • • • • • r.'711LSC�1'J • • • BUILDING PERMIT REQUIREMENTS: • As required by the Building Official or applicable building code in order to properly evaluate the installation oithis system. • •••••• NOA No.: 17-0322.03 MAMI•DADE COUNTY Expiration Date: 05/10/22 ' "' • ' Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nag thm"k plastk tam mt wdkly lBanarlk7 •y {w on raqulrswil Vnd•rlaym•na a •�`�" 6weC9nnHr� 2 Ew.Claw"___ Nall through Piss* aemeM rwhen requlreM P*4149 43"sath Tool -(jirltiYprs+�nYIMIC � �. I ha i 2ln.wld•`yr Battem"S opal al . clasurr rmwcoursa Fasdr 1hr+�+l9fi plAai� ilyddl�' IBdn.+dhTll.l twhan MR= P tFndl+erryn+�.fe o tprn.11 �` 2 in, w4dr J'f F `. 9ifVa lVffilll � � l+.iLEir ./ w1ph0fe Ernrclssure i01n in, Orlpedge CMIAMI-DMADEMUMNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x (25.4*ipp�.lbam • • �. •. paddy onto the underlayrriggr;gsitionej as shown under the pan portion of tj}g.t "closeA491V • • • • • • overlock of the tile beingsft:.. • . . . . rrr.r 2. Continue in same mannerApisare appro rim ely 17 0 (109.7 cm2) — 23 (148.4 cmtesglare irj& l ftesive ""' contact with the undersidebf'ttle tile. "" ' • • • • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11. Nail through plastic cerneM 4wben retuiredl I,, swens cpteunal MIAMI•DADE COUNTY ADHESIVE PLACEMENT DETAIL # 2 Fay. [tosw• Fard• 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 Ti11 000000 • • • • 1. Starting at the eave course, ajDpi' a�ninimum 2"�(50.8 • .. .. .. ..... mm) x 10" (254 mm) x 1" (25mrp) foam.gqjcdy •.;..' onto the underlayment positigge4.8 shovv%ijQdCr the .....o pan portion of the tile closest tp tjv Overlock of the •' tile being set. Insure approxidiate'1y:17 (100.7 •cm2) — • • • • • • 23 (148.4 cm2) square inch adhesive contact with the ; underside of the tile. • • • • • ' 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) N&N 0weugh pknt k ce twhen roq+ulMd) caddy IH+rw r+hTil•) s 7' 210, Battens eptlonal '+ r � � EBW � exie vr..ph04 dowrc arlpedlge MIAMI•DADE COUNTY ..• High Profile / Single Pan Tile I . 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) - 19 (122.6 cmZ) square inch acllwrbive • contact with the underside of the tile. • • • • • 6.9 • • • Go:* as •ea•e• •• • ...... ...... a a .... .. .. ..... •a•aa• .... ..... .. .. .... ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement paddy (between tfles) (when requlredl Battensoptiwnl ° Pa ddy hinder tite) anntopdt� r ti pa .� x 4 In' s- nnggttee letii d •, single paddy on ended: 2 x 41n. To 21n nave dcsure Flat/Low Profile Tile Nall through plastic cement Single paddy under tie (when required) Paddy (between tiles) Battens Paddy (under tile} optional Single on top off lie �ix4In. ~ x41n spaddyle torn.~ tin. Eve Closure Eve Course Fasda Medium ProfileTlle APPROVED 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, or under the pan portion of the tile, closest to the un4erjgck for the second course tile to 1;e in4alled. Tr"we' • • • • • • approximately 8-9 in (5 r.0-6n.I cm2) of adhesive • contact with the underside,44k@ tile. • • • • • • • • • •' • (Instructions continued on nexep&ft) e • • • • a • • • • .... .... ...... • • • • Y •• • •• • • • •• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nap thromp plastic Single paddy under the - A (when rerluked) Paddy ibetween tiles) Battens f r'�y o'ptio'na4.,.J Paddy (under tile) on urmapedma r. �4x♦in. Singe 2 s 4 in w - top 01 the .. "• Eave Course cla Weephole loin. In. Eave closure v' Drip — High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (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 (71 cm2) 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 MIAMI•DADE COUNTY Expiration Date: 05/10/22 • r 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. Stoop pitch applications In contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive In to 1 in. from outside edge of cover tile. Than Install the tile. Ensure 20 to 25 sq. in. contact area. Vnderlayment Eave closure (motar shown) Fascia Remove top portion of the owe course cover tile. Abut to second course of pan tiles. Ensure save and of pan and cover tiles are flush at eave One. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ) — 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., 1M) x 10" (254 mm) bead of adhesive directly bake inner e e e e e e edge of each side of the'QVer tile. Leave • •, approximately 3/4" (19el1 iqx eto 1" (TSt4 r71m) • • • • • • from the outside edge oftkethe, inward free of foam to allow for expaV(M.• • so eeee •e •e eeeee• 4. Turn cover tile over aftesr VaM is applied and • .. ea •0•• place onto pan tile course. Insure a minnpum of • ee ee 20 (129 cmZ) - 25 (161. crrT );quareeiinch• Goo*:* contact area on each sidg of the covet tile 16the • pan tile. Continue in salt Aarsner. Trim aavay e • any cured exposed foam adhesive. Poioing 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