Loading...
RF-06-22-1416Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-06-22-1416 Permit Type: Roof Work Classification: Tile Permit status: Approved Issue Date:06109/2022 Expiration:12/09/2022 Location Address Parcel Number Project 770 NE 98TH ST, Miami Shores, FL 33138 1132060142310 ONLINE PERMITS Contacts ROBERTO NAZARIO Owner ALMENDAREZ ROOFING CORP Contractor 770 Ne 98th St NE, MIAMI SHORES, FL 33138 ELY ALMENDAREZ Home: 7865784141 RNAZAR01@GMAIL.COM 1743 NW 6 ST, Miami, FL 33125 Business: 3053018662 ALM ENDAREZROOFING4@GMAIL.COM Mobile: 3053166687 ORLY IGLESIAS Agent 6 CT, MIAMI, FL 33168 Business: 3056850412 oroni4545@gmail.com Mobile: 3056072665 Description: ROOF SYSTEM FOR NEW ADDITION - WHITE TILE Valuation: $ 5,500.00 Ins ection Requests: ROOF 305.762-4949 Total Sq Feet: 433.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.20 Roofing Fee $200.00 Scanning Fee (Manual) $21.00 Technology Fee $6.25 Total: $288.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $288.30 Credit Card 06/03/2022 $50.00 Credit Card 06/09/2022 $238.30 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatigg� uction and zoning. Futhermore, I authorize the above named contractor to do the work stated. AutfForized Signature: Owner / Applicant / Contractor / Agent Date June 09, 2022 Page 2 of 2 Miami Shores Village ENTERED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 79S-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC K ROOFING JUN 0 9 z022 BY: FBC 20 (0;1 _k, ) Master Permit No. PC Sub Permit No. W-2-2 & ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! N � / q, S-i­ 7 ( Q ri+v MiPmi Chnr.< rnnnty. Miami IladP 7in• 0 14 - 23lo Is the Building Historically Designated: Yes NO L-� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): V'oa&�_ I�f�s(k-G'—Ic Phone#:'9VIb" J r -L41LII City: L\ /1.M t S rftxzr_7� State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: �Phone#: -3'pS z46 Z6<67- yy Address: 1T43 t_t b City:yk%4l+k 1 State: �2 Zip: 3312-] Qualifier Name: e�L`f x"Pi Phone#: State Certification or Registration #: CcG 133 25'o % Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: 1" i Type of Work: Addition ❑ Alteration ❑ New ❑(Repair/Re'pl`aceeter ❑ Demolition Description of Work: Roo(-- Specify color of color thru tile: �Jbti. i Submittal Fee $�r)-tV "V loV Permit fee $ 9 U V ',\0 CCF $ • to 0 CO/CC $ Scanning Fee $ Radon Fee'$ r 11 iiDBPR $rrll I� Notary $_ Technology Fee $ • �� Training/Education Fee $ I � V Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ 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 war construction in this jurisdiction. I understand that a separate FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... k will be performed to meet the standards of all laws regulating permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, 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 o roved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 3 day of 1. 20 z`z- by 'bL-k OP 6 ��who is personally known to %e oY who has p o��uceY ;:--PL as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this T> day of Is 20 2-2-- . by -�q�,t-> r-7� who is personally known to X4lJfio'"hasp`rocrucecT 4;2/- as identification and who did take an oath. NOTARY PUBLIC: r• (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 YA OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-2310 Property Address: 770 NE 98 ST Miami Shores, FL 33138-0000 Owner ROBERTO NAZARIO MONICA ANIDO ORTIZ Mailing Address 770 NE 98 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Actual Area 1,733 Sq.Ft Living Area 1,387 Sq.Ft Adjusted Area 1,560 Sq.Ft Lot Size 11,323 Sq.Ft Year Built 1954 Assessment Information Year 2021 2020 2019 Land Value $308,948 $308,948 $268.525 Building Value $97,344 $77,300 $108,576 XF Value $17,304 $17,525 $17,761 Market Value $423,596 $403,773 $394.862 Assessed Value $423,596 $403,773 $138,019 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $256,843 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 3 BLK 70 LOT SIZE SITE VALUE OR 11472-582 0682 1 Generated On : 6/3/2022 Taxable Value Information 2021 2020 2019 County Exemption Value 1 $50.000 $0 $50,000 Taxable Value 1 $373,5961 $403,7731 $88,019 School Board Exemption Value $25,000 $0 $25,000 Taxable Value $398,596 $403,773 $113,019 City Exemption Value $50,000 $0 $50,000 Taxable Value $373,596 $403,773 $88,019 Regional Exemption Value $50,000 $0 $50,000 Taxable Value $373,596 $403,773 $88,019 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/18/2020 $475,000 31847-4536 Qual by exam of deed 06/01/1982 $76,000 11472-0582 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:/A r .miamidade.goviinfo/diwtaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 6/3/2022 ENTERED JUN 0 3 2022 Florida Building Code 7th Edition (2020) BY: High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and ! Other A,B,C I �a 2�A 41U a f il�T OLmr1 ,be(Cfz MlSS,I JJ4 1 ( H?F610,4mo" z. bA(5 t li.lc crQr. 1,2,3,4,5,6,7 1,2,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,4,5,6,7 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Product Approval 5. Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing / Calculation Documentation Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov Roof Permit Checklist • Permit Application — Signed and Notarized by both property owner and contractor. • Owner Affidavit of Exemption Form, F.S. 553.844 • Owners Roofing Consideration Form (Re -roofing only) • Affidavit of Compliance with roof to wall connection for Hurricane Mitigation Form (if applicable). • 2 copies Uniform Roofing Application package. • 2 copies of Product Approvals a. Front Page b. Specific system description. c. Specific system limitation. d. General system limitations. e. Fire Directory Listing page. • 2 copies Design calculation per chapter 16. Or if applicable RAS 127 or RAS 128. • $50 Submittal Fee For Forms and Applications click here: RNTlEn ED JUN 0 3u22 ReV01 142021 Roof Permit Checklist Page 1 of 1 BY: We. Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.ciov 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. Miami Shores Village Building Department Date: 3 ZZ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Property Roofing Permit Number: Dear Building Official: 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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBCrovisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida, Miami Dade County The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Lday of EMMANUEL ORDAZ so Notary Public -State of Florida Notary Public, State of Florida at Large i v = Commission M HH 42811 y ommission Expires September 15. 2024 • When the just valuation of the structure for purpose of ad va orem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&db**MMP-aj D miShoresVillage Rev01142021 Owner affidavit of exemption Page I of 1 BY; - - — -4 - r XT T—c -tier t t r7 S A. 0 RO J 31 N4 is 9;6 1 HHyw• 4 :BSI Ij It Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 owner's initial in the designated space indicates that the item has been explained. 1. W Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2./ 0� Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. / " Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be e Y id t jth�� original roofing system is removed. Pounding conditions should be correcte JUN 0 3 MZ1 RevOI 142021 Owners roofing consideration Page 1 of 2 BY: Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.ctov 6. ��N _Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. /2/" Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting-wfiic,'h pTr-result in extending the service life of the roof. LZ- Agent's Signature �dh ma"494i ahlzL t�ig ature Date For Forms and Applications click here: http://bidg.miamishoresvil lage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage ReV01 142021 Owners roofing consideration 6We 2 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: ZZ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: `Q„Y_Se(� hSlk-7- 0 Property Address: N)k` 2j� Sf( Roofing Permit Number: Dear Building Official: I Ell MmeAlorc?, certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. ig ature Print Name State of Florida Miami Dade County The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 3 day of 20 Z2 Notary Public, State of Florida at Large EMMANUEL ORDAZ °$.Notary Public -State of Flori 11"fttfi428'1'1 ar Seal: ,,�'+«ry Commission Expires " m1 a, My 15. 2024 For Forms and Applications click here: http://bidg. m i a m ishoresvi I lage.com/W eb Li n k/Browse.aspx?id=118080&d bi d= miShoresVillage E JUN 03 2J2E RevOI 142021 Affidavit of Compliance with roof to wall Page I of 1 BY: Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.Aov Required for Inspection • Statement from license contractor that he or she personally inspected the existing gas vent system and found the system safely reconnected and attached as required by the Florida Building Code. If the contractor is unable to provide such a statement, a permit by a qualified license contractor will be required prior to final roof inspection. For Forms and Applications click here: http://bidg.miam ishoresvil lase.com/WebLink/Browse.aspx?id=118080&d bid=0&repo=Mia mi5horesVillage EleTTE12ED JUN 0 3 ^o22 RevOI 142021 Required for Inspection Page 1 of 1 BY: Permit Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.caov DATE: %'7j I ZZ INSPECTION AFFIDAVIT I Ell I i AkwehriaytL licensed as a( Contr Engineer / Architect, (Print name and circle License Type) License #: CCC-133 7 504 On or about s'1'Zo , I did personally inspect the roof deck nailing (Date & time) work at NsL !!j!� �'f- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) re State of Florida, Miami Dade County: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 3 day of ?oZ"L Notary Public, State of Florida at Large 4�"i�/ „:9b•, EMMANUEL ORDAZ €/ %_ Notary Public -State of Florida -_ Commission # HH 42811 My Commission Expires September 15, 2024 For Forms and Applications click here: http://bidg.miamishoresvil lage.com/WebL! nk/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage ENTERED RevOI 142021 Inspection Affidavit AJN 0 3 79?? Page 1 of 1 BY: ENTERED Florida Building Code 7th Edition (2020) JON 0 y High Velocity Hurricane Zone Uniform Roofing Application Form for Mia*Dade County p Master Permit Number: RC-10-20-2517 Contractor's Name: Almendarez Roofing Job Address: 770 NE 98 Street Section A (General Information) ROOF CATEGORY Process Number: ❑ Low Slope ❑ Mechanically Fastened Tile © Mortar / Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes ROOF TYPE * New Roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (ftZ) Steep Sloped Roof Area (ftZ) 500 sf Total (ftZ) 500 sf Are there gas vents on the roof? 0 Yes E) No If Yes what type? ®Natural © LPX Is there an existing roof top Solar System? ® Yes O No If yes will it be reinstalled? © Yes O No 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. New 450 sf addition roof Color thru concrete roof Saxony 900 (Boral Roofi NOA #22-0201.08 TU-PLUS Polyglass Polystick -� undedayment over plywood sheathing NOA #22-0411.02 Existing house roof beyond to remain 4:12 SLOPE < 21 feet _) 19 feet I CITY COPY Miami Shores Village uilding D Zoning Dept. Date Building Dept. ate Subject to compliance with all State and Count rules and re, Permit# - Z Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: BORAL ROOFING, LLC 22-0201.08 Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zone1: 20.36 Zone 2e: 28.86 Zone2n: 26.97 Zone 2r: 26-17 Zone 3e: 28.86 Zone 3r: 28.86 Slope Range: Q>_ 2:12 to <_ 4:12 Q> 4:12 to 5 6:12 O > 6:12 to <_ 12:12 Roof Shape: Q All Hip Roof Q Gable Roof or Partial Gable/Hip Roof Roof Slope: 4 : 12 Ridge Ventilation? MATCH EXISTING Deck Type: 5/81NCH CDX PLYWOOD Underlayment Type: I ASTM D 226TYPE II #30 Insulation: I N/A Fire Barrier: N/A Fastener Type & Spacing: 11/41NCH R.S. CORROSION RESISTANT Cap Sheet Type: I POLYGLASS POLYSTICK (PEEL AND STICK) Mean Roof Height: 13 FEET Cap Sheet Attachment: ICP ADHES & SEALANTS POLYSET AH-160 Roof Covering: CONCRETE COLOR THRU TILE Drip Edge Type & Size: 3 INCH 26 GAUGE ENTERED JUN 0 3 2022 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for M,with the values from Mr. If the Mf values are greater than or equal to the M, values for each area of the roof, then the the attachment method is acceptable. Method 1r " Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table ( Zone 1: 67 x A .315 = 21.11 ) _ Mg:.750 = Mn 20.36 Product Approval Mf: 38.1 ( Zone 2e: 94 x A .315 _ 29.61 - _)_M g: .750 = Mr2e 28,86 Product Approval Mf: 38.1 ( Zone 2n: 88 x A .315 = 27.72 ) - Mg: .750 = Mr2" 26.97 Product Approval Mf: 38.1 ( Zone 2r: 88 x A 315 - 27.72 ) - Mg, .750 = Mrz, 26.97 Product Approval ME 38.1 ( Zone 3e: 94 x A •315 = 29.61 )-Mg: .750 = Mr3e 28.96 Product Approval Mf: 38.1 ( Zone 3r: 94 x k .315 = 29.61 -)-Mg: .750 = Mr3r 28.86 Product Approval Mf: 38.1 Tile attachment method. AH-160 FOAM Alternate rile attachment method: N/A 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. Method 3` "Uplift Based Tile Calculations per RAS 127" (Zone 1: x L = x W = ) - (w) x cos 8 ) = Fri Product Approval F': (Zone 2e: x L = x W = j - (w ) x cos 0 ) = Fr2e Product Approval F': (Zone 2n: x L = x W = ) - (w) x cos 0 ) = Fr2n Product Approval F': (Zone 2r: x L = x W = ) - (w) x cos 0 ) = Fri, Product Approval F': (Zone 3e: x L = x W = ) - (w) x cos 8 ) = Fr3 Product Approval F': (Zone 3r: x L = x W = _) -(w) x cos 0 ) = Fr3, Product Approval F': *Method 2 "Simplified Tile Calculations" only applicable in Broward County. Where to obtain information Description Symbol Where to Find Design Pressure Zones 1, 2e, 2n, 2r,3e, 3r From the applicable Table in RAS- 127 or be an engineering analysis prepared by a PE based upon ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A Product Approval / Notice of Acceptance Restoring Moment due to Gravity M Product Approval / Notice of Acceptance Attachment Resistance Mf Product Approval / Notice of Acceptance Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance F, Calculated Average Tile Weight w Product Approval / Notice of Acceptance Tile Dimensions L=Length W= Width Product Approval / Notice of Acceptance All calculations must be submitted to the Building Official at the time of permit application. Azo E IrER sD JUN 0 3 2022 BY: DEPARTMENT OF I BOARD AND CODE NOTICE OF AND ECONOMIC RESOURCES (RER) WIN DIVISION ANCE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcct, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 vti .miumidade.sov/economy Po `glass USA Inc. 1111 W. Newport Centei Drive Deerfield Beach, FL 33 2 SCOPE: This NOA is being issued ander the applicable rules and regulations governing the use of construction materials_ The documentation submitted as been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade Cow Iy and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be val d after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) i rid/or the AHD (in areas other than Miami -Dade County) reserve the right to have this product or material tested for qual y assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur th expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materi within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Da County Product Control Section that this product or material fails to meet the requirements of the applicable building ode. This product is approved described herein, and has been designed to comply with the Florida Building Code including the High Veloci Hurricane Zone of the Florida Building Code. DESCRIPTION: Pofyglass Potyslick Umterlayments LABELING: Each unit i hall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade ounty Product Control Approved", unless otherwise noted herein. RENEWAL of this NCIA shall be considered after a renewal application has been filed and there has been no change in the applicable building 3ode 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 ma facture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any o1her purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall he cause 4r termination and removal of NOA. ADVERTISEMENT: e NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date nfay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its erffiretv. INSPECTION: A copy f this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins tion at the job site at the request of the Building Official. This NOA renews and re ses NOA No.17-0614.22 and consists of pages I through 7. The submitted documen ion was reviewed by Jorge L. Acebo. NOA No!'t4t46Wr14 Expim ion Dat€ t101 22 E N T 1, Atqnt}Iiate: 0&?v21 �+ Page 1 of 1 JUN 0 3 M2 no_ ROOFING COMPONE T APPROVAL y CategorRferlayment fing Sub Category: U Material: S, APP PRODUCTS DESCRIPtION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65 x 3' Or 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP !Rant fachaIng 3' polymer modified, fiberglass reinforced, bituminous sheet Location 41 & #2 material for use as an underlayment in sloped roof iO mils thick assemblies. Designed as an ice & rain shield. Polystick TU Max 6 VIR" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 0 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 3 20" x 3'3-3/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass- Mant facntring 30 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 5' x 393/k' TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 0 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal 11.`ani j xnrrintg roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 5'8" x 3'Vis" TAS 103 A homogeneous, rubberized asphalt waterproofing Manurfacturing 0 mils thick membrane, glass fiber reinforced with polyolefmic film Location #2 on the upper surface for use as an underlayment for metal roofing. roof tile, state tiles and shingle underlayment. Polystick MTS Plus '8" x 3'3 3'e" TAS 103 A homogeneous. rubberized asphalt waterproofing D9anufactvriag 0 mils thick membrane. glass fiber reinforced with polyolefmic film Location #2 on the upper surface far use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastofiex S6 G 10" x 3'3-3.x' TAS 103 and Polyester reinforced, SBS modified bitumen membrane Alanufactm ing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. MANUFACTURING I LANTS: 1. Hazelton, PA 2. Winter Haven, FL NOA No.: 21-W2.14 cY Ea iration Date: 09/13/22 r E N T E "Date: 08/26/21 Page 2 of 7 JUni 0 3 zl�z2 BY: Test Atrency Trinity I ERD LABELING: 1. All membranes or i and state of manuf or the Miami -Dade BUILDING PERMIT Application for building 1. This Notice of Accept 2. Anv other documents installation of this that EVIDENCE SUBMITTED Test Identifier Test Name(Reoort Date P37300.10.11 TAS I10/ASTM D4798 & D1970 10/19/11 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- 10 130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PLYG-SC 10 130.09.16 ASTM DI623 09/22/16 PLYG-SC 13035.08.17 TAS 103 & ASTM D4798 10/32/17 g shall bear the imprint or identifiable marking of the manufacturer's name or logo, city facility and the following statement: "Miami -Dade County Product Control Approved" Product Control Seal as shown below. i, APPROVED! shall be accompanied by copies of the following: by the Building Official or applicable building code in order to properly evaluate the NOA No.: 21-002.14 Expiration Date: 09/13/22 E N T E ftDate: 08/26/21 Page 3 of 7 INSTALLATION Deck Type 1: Deck Description: System Type E(1): AnchorfBase Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening - Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Wood. non -insulated 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type 11 or ASTM D 2626_ Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS or Polystick MTS Plus, self -adhered. See General Limitations Below. non -insulated 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck. membrane adhered One or more plies of ASTM D 226 Type 11 or ASTM D 2626. FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for ;sheet only) itollex S6 G, hot asphalt applied General Limitations Belm}. non -insulated 19/32" plywood or wood plank sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626. FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for o sheet only) ✓stick NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" ical laps. rstick TU Plus, self -adhered. General Limitations Below. NOA No.: 21-0602.14 �i N T te: 09/13/22 te: 08/26/21 JUN 0 3 2422 Page 4 of 7 SYS INSTALLATION RE< uiREmENTs: 1. All nails in the do k shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck th kroughly to re move any dust and debris prior to application. 2. Place the underla3 ment over metal drip edge in accordance with RAS 111. 3. Place the first cou se of membrane parallel to the eave. rolling the membrane to obtain maximum contact. Remove the relea film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of ". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystic is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying th membrane in the valley, start at the low point and work to the high point, rolling the membrane from center outward in both directions. 5. For ridge applicat ns center the membrane and roll from the center outward in both directions. 6. Roll or broom the fire membrane surface so as to have fill contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, i lacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Accepta ice. 8. All protrusions or rains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place ai d formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the edayment_ GENERAL LIMITAT ON& 1. Fire classification not part of this acceptance. 2. Polystick TU Plui Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non- ctural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P m y be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe n ay be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Mail may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G n4y be used in roof tile systems only. 3. Deck requirements sludl be in compliance with applicable building code. 4. Polystick IR-Xe, I nlystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be appli4 d to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe lystick TU Max, Polystick TU P. Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be ai hered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, I olystick 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 1plyglass reserves the right to revise or alter product exposure times: not to exceed the proceeding maximim time limitations. Ex ure Limitations (Days) Po$stick N1TS Polvstick Iit-Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick NITS Plus WiaterHaven,F1 190 90 180 1 180 180 180 180 Hazeiten PA NIA 90 NA 180 NIA 180 NiA 7. All products listed icrein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of Florida Administrative Code. ranrsonot:courm NOA No.: 21-M2.14 Et N T It * ' n nine: 09113n2 d': te:08/2621 JUN p $ 2022 Page 5 of 7 By: ._.._ S. In roof tile applic manufacturer's N Polystick TU M: fastened roof the Polystick MTS Section 9. Polystick TU P r applications. on, data for the attachment resistance of roof tiles shall be as set forth in the roof tile ce of Acceptance. Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in be used in mechanically fastened roof tile applications with the exception of mortar set tile 9. When loading roo tiles on roof the underlayment for (direct -to -deck) file assemblies, the maximum roof slope shall be as follows (See Table Below) Tile Polysl ck Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile S6 G Polystick TU P TU Max MTS Pius MTS Pius with TU Plus Flat Tile Prohib ed 4:12 6:12 6:12 5:12 6:12 without ttens Profiled Prohib ed 4:12 6:12 6:12 4:12 6:12 Tile without ttens The above slope lit 'tations can be exceeded only by using battens in accordance with the Approved Tile System Notice ofAcce a and applicable Florida Building Code requirements. When battens are required they shall be utilized during 1 ading and installation of tiles. 10. Care should be tak during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the and Tlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to sl pe followed by a maximum four the stack parallel to the slope, for a total of 6 tiles — for all underlayments excipt Polystick MTS which shall be loaded onto battens. I � Roofing Tiles (6 Max. Per stack) l c on I � t{•^Cr Foot Dec prepared wn R LWWKIURya It. Refer to prepared r specific prepared n Polvstick MTS, P, of Acceptance listi: MTS, Polystick M If Polystick IR-X Plus or Elastoflex Miami -Dade Coun' to detail comoatibi )fmg system Product Control Notice of Acceptance for listed approval of this product with Ong products. Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Istick MTS Pius or Elastoflex S6 G may be used with any approved roof covering Notice Polystick IR-Xe, Pohstick TU Mm Pohxtick TU P, Polystick TU Plus, Pohstick S Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS 6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Product Control Section for approval provided that appropriate documentation is provided y of the products. wind uplift resistance, and fine testing results. NOAAwNo�.: 2141602.14 j pro-vasl sued 08/2&7I JUN 0 ft°f' a ar: POLYGLASS ENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WE LOCAL BUILDLNG CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL COD MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does acc pt the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer t P 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 ception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guid . Nails shall be, I I gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami- )ade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystii k TU Plus should be back nailed in designated area marked "nail area, area para clavae, on the face of membr e, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Pleas refer to applicable local building codes prior to installation.) 3. All seat lap seams Ivage laps) must be rolled with a hand roller to ensure full contact 4. All fabric over fab c; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass POLYPLUS 50, X raFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 applied in between the application of the I p. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 ti per stack are allowed when loading the on the underlayments. Refer to the Polyglass Tile Loading Guideline See General Limitations #9 and #10. 6. Battens and/or Co ter -battens, as required by the file manufacturers NOA, must be used on all projects for pitch/slopes of 7/ " or greater. It is suggested that on pitchislopes in excess of 6 1/4"/12", precautions should be taken, such as the t 3e of battens to prevent tile sliding during the loading process. 7. Minimum cure tim after membrane installation & before loading of rooting tiles is Forty -Eight (48) Hours. 8. Polystick membra may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 9. Repair of PolysIlbsor embranes is to be accomplished by applying Polyglass POLYPLUS 50, XtraFlex 50 Premium Modiet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of the Polystick materiike kind should be set and hand rolled in place over the area needing such repair. Patching membrane shallminimum of 6 inches in either direction. The repair should be installed in such a way so that water will run p to or over the top of all laps of the patch. 10. All self-adheredbranes must be rolled to ensure fidl contact with approved substrates. Polyglass requires a minimum of 40 a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches small areas of the roof. Blooming may be used where slope prohibits rolling. 11. Ail approved substj ates should be dry, clean and properly prepared, before any application of Polystick membranes comme ices. An approved substrate technical bulletin can be furnished upon request It is recommended to re er to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Mi "-Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by ouj Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regar4 to the application of Polyglass products should be directed to our Technical Services Department at 1 ( ) 894-4563. 14. Polyglass reco that applicators follow good roofing practices and applicable procedures as outlined by the National Roofi Contractors Association (NRCA). PLEASE CHECK R1+ LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL COD MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 21-0602.14 EVwXM& Ebf Approval Date: 08/26/21 JUN O'VJe2f 7 6" MIANHSRDE 111IAAH-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGUL LTORYAND ECONOMIC RESOURCES (RER) 11805 SA' 26 Stmet, Room 208 BOARD AND CODE ADNW ISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F(786)315-2599 NOTICE OF ACC FWANCE(NOA)nW.m'samidade.eo:,irs untn, .,kerb t iufing, LLC 7575 Irvine Center Driv Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issuedt der the applicable rules and regulations governing the use of construction materials. The documentarian submitted been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade Couand other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be va d after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) d/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for qua] y assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur tf expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materii within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Da a County Product Control Section that this product or material fails to meet the requirements of the applicable building ode. This product is approved described herein, and has been designed to comply with the Florida Building Code including the High Veloc Hurricane Zone of the Florida Building Code. DESCRIPTION:-ftJSnY 900 Concrete Roof Tile LABELING: Each unit all bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade I ounty 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 mde 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 mar ufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any er purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause f ir termination and removal of NOA. ADVERTISEMENT: T ke NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be dii played in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy o f this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins tion at the job site at the request of the Building Official. This NOA renews NOA# 1-0420.03 and consists of pages I through 10. The submitted document on was reviewed by Alex Tigera. NOA No.: 22*201.08 Expiration Datf4r**W27 APSNAPI s D Page I of 10 JUN 0 3 2022 BY. RoomiG Cateeorv: Sub-Cate¢ory Material-, Dock Tvvv. 1. SCOPE This NOA approves a s Boral Roofing LLC in requirements, as detern calculations in complia+ calculations shall be don APPROVAL Tiles m using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured ke Wales, FL and described this Notice of Acceptance. For locations where the pressure d by applicable Building Code, do not exceed the design pressure values obtained by with RAS 127 using die values listed in the installation section herein. The attachment a moment based system. 2. PRODUCT DE ION Manufactured by Test Product Applicant Dimensions Specifications Descritition Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, ti ckness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 - Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, ckness = 1-9132" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = IT' TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, tI ckness = 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. arving thickness NOA No.: 22-0201.08 Expiration Date: 04126127 Approval Date: 04/21122 ENTOMET> JUl'* 0 S [022. VIM,. 2.1 PRODUCTS ICP Adhesives Polyset" TILE BONDT" Roof Tile "Tile Tite" Roof Tile Touch `N Seal StormBon Component Polyurethane Adhesive Touch `N Seal StormBon Component Polyurethane Adhesive 2.2 MANUFACTU 2.2.1. Lake Wales, 2.3 EviDENCE St Test Aaencv The Center for Applied Engineering, Inc. Redland Technologies BY OTHERS Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. 2 Two- Two component polyurethane 3of Tile foam adhesive. One One component polyurethane >of Tile foam adhesive. LOCATION Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. DAP Foam, Inc. Test Identifier Test Name/Report Date 94-094 Static Uplift Testing May i994 TAS 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) 25-7214-1 Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 March, 1995 (I Quik-Drive Screw, Battens) Project No. 307025 Wind Driven Rain Oct. 1994 Test #MDC-77 TAS 100 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II & III TAS 108 (Nail -On) Letter Dated Aug. J. 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 22-0201.08 Expiration Date: 04/26/27 Atlanta Testing & RI.894/R2.8941R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation Testing Service Walker Engineering, Inc. American Test lab of South Florida PRI Construction Material Technologies NEMO ETC, LLC 3. LIMITATIONS' 3.1 Fire classification 3.2 For mortar or adh 106. 3.3 Applicant shall re accordance with T. for review. 3A Minimum underla 4.1 herein. 3.5 30190 hot mopp otherwise by the u 3.6 This acceptance is building code. 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT06I7.04-16 RT0209.01-22 RT0209.04-22 COPO-002-02-12 COPO-002-02-06 COPO-002-02-05 BORR-022-02-01 BORR-022-02-02 BORR-022-02-03 BORR-022-02-04 2002T0003.03 4c-DPBS-20-LSOTM- 0LC.RI 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 TAS 112 TAS 112 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06129116 02/01/22 02/17122 10/ 12/2016 10/12/2016 10/122016 02/25/2019 02/25/2019 02/25/2019 02/28/2019 I 1 /06/20 12/17120 not part of this acceptance. ive set tile applications, a static field uplift test shall be performed in accordance with TAS the services of a Miami -Dade County Certified Laboratory to perform quarterly test in 112, appendix *A'. Such testing shall be submitted to the Building Code Compliance Office shall be in compliance with the applicable Roofing Applications Standards listed section underlayment applications may be installed perpendicular to the roof slope unless stated ferlayment material manufacturers published literature. rr wood deck applications. Minimum deck requirements shall be in compliance with applicable NOA No.: 22.0201.08 =� Page 4 of 10 I'.' )t; 4. INsrALLATioN 4.1 Saxony 9W (Slate Shake & Split Shake) Concrete compliance with fing Application Standard RAS 4.2 Data For Attachm it Calculations Roof Tile and its components shall be installed in strict 118, RAS 119, and RAS 120. Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight-W (Ibf) Lenglha (ft) WMth-w (ft) Saxony 900 Slate, Shake & lit Shak 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - b (W) The Pn file 2, (ft) A (fts) Batten Application Direct Dock Application Saxony 900 0.291 0.315 Slate, Shake & Split Shak Table 3: Restoring Moments due to Gravity - Ma (ft-lbf) Tile Profile 2 12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate &, Shake & Dir t Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 70 T62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 1 &95 T 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mechanically Fastened Systems Tile Profile Fg tener Type Direct Deck Direct Deck Battens (min 15132" plywood) (min. 19132" plywood) Saxony ON 2-1 Od Jng Shank Nails 30.9 38.1 17.2 Slate, Shake & 1-10d mooth or Screw 7.3 9.8 4.9 Split Shake hank Nail rooth or Screw 14.0 18.8 7.4 ank Nails 8 Screw 30.8 30.8 18.2 8 Screw 51.7 51.7 24.4 onth or Screw 24.3 24.3 24.2 J ail ield Cfiooth or Screw 19.0 19.0 22.1 ail Eave Cliooth or Screw 35.5 35.5ails Field Cliooth or Screw 31.9 31.9ails Eave Clip) NOA No.: 22-0201.09 Expiration Date: 0VUM : 04/21/22 Jc: (I S anon bie 5: Attachment Resistance Expressed as a Moment Mr (ft-ibi) for Two Paddy Adhesive' Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate &, Sha & Split TILE BONDT Roof Tile Adhesive 632 Shake TILE BONDTm Roof Tile Adhesive 653 ICP Adhesives Pol AH-160 31.34 Touch 'N Seal StDffnBondO 2 W Touch 'N Seal StormBond®(one component) 1056 1 See foam adhesive manufacturer's component approval for installation requirements. 2 Medium paddy weighs f 8 grams per paddy of TILE BONDr11 Roof Tile Adhesive 3 Medium paddy weight 16 grams per paddy of TILE BONDTM Roof Tile Adhesive 4 Medium paddy weight of 8 grams per paddy of Polysew AH-160 5 Medium paddy weight 8 grams per paddy of Touch 'N Seal StormBond 112 6 Medium paddy weight 3f 18.7 grams between the and underlayment, paddy weight of 10.5 grams on overlap of file of Touch 'N Seal Storm nd ® one component) T ble 6: Attachment Resistance Expressed as a Moment • Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate &, Shak i & ICP Adhesives Poi et® AH-160 1197 Split Shake ICP Adhesives Pol set® AH-160 1158 ICP Adhesives Polysat@ AH-160 8311 ICP Adhesives Pol setOAH-160 6010 Touch 'N Seal StormBorxte2 93t1 Touch 'N Seal StormBond° 2 6212 7 Large paddy weight 0 5 grams of PolysetO AH-160 8 Medium paddy weight f 34 grams of PolyseW AH-160 9 Medium paddy weight f 24 grams of Polyset® AH-160 10 Medium paddy weight f 18 grams of PolyseW AH-160 11 Large paddy weight grams of Touch'N Seal StormBorld v 2 12 Medium t f 24 crams of Touch 'N Seat StormBond s 2 T ble 7: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Saxony 900 Slate &, Shal e & Split Mortar Sef13 43.9 Shake 13 Bermuda Roof Co. Inc. 11e-Tite Roof Tile Mortar. NOA No.: 22-0201.09 Expkatkn DDwe: OV26/27 5. LABELING 51 All tiles shall or following! the imprint or identifiable marking of the manufacturer's name or logo as detailed below, tent. "Miami -Dade County Product Control Approved". FOR BORAL SAxoNY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PER#HT REQUIREMENTS 6.1 Application fir building permit shall be accompanied by copies of the following: 6.1.1 This otice of Acceptance. 6.1.2 Any fther documents required by the Building Official or applicable building code in order to proptrly evaluate the installation of this system. NOA No.: 22-0201.08 Expiration Date: 04/26/27 Approval Date: "21/22 Page 7 of 10 RAIL HOLES 17" PROFILE DRAWINGS 0 UNDERLOCK SAXONY 900 - SLATE 13" I-5/32" (Slate) COVERLOCK NOA No.. 22-0201.08 Expiration Date. OV26/27 WMI%=j kc: 0 3 2022 BY:_ _ NAIL HOLES Note: Available Top 1. Complete the 2. Right half bra 3. Left half brus 4. No brush 17" Finishes PROFELE DRAWINGS 1. (shown in drawing) SAXONY 900 - SPLIT SHAKE 1-9/32"(Shake) NOA No.: 22-0201.09 Expiration Date: GV26/2 7 JUN 0 3 2027 NAIL HOLES 77, PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" ( Shake) NOA No.: 22-0201.08 E:phvfim Date: 04/26/27 DT V 14 ll% COl1NTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc my/economy %ICP Adhesives and Sealants, Inc. 12505 NW 446 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. DESCRUMON3Wolyset" AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 20-1124.07 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 22-0411.02 Expiration Date: 05/10/27 1RPNT1�VX2t*J1J 18Y: JUN 0 3 2022 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 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 file systems using Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications PolysetAH-160 N/A TAS 101 Two component polyurethane foam adhesive 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 attachment resistance values with the use of Polyset AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density @ 73°F ASTM D1622 Compressive Strength ASTM D1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D2842 Moisture Vapor Transmission ASTM E96 Dimensional Stability ASTM D2126 Closed Cell Content ASTM D6226 Results 2.1 Ibs./ft? 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise 00/0 2.3 Perms +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks 94% 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: OSIM22 ENTMMISYD JUN 0 3 2022 BY. EVIDENCE SUBMITTED: Test Agency Test Identifier TestNametRenort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02J95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[i] ASTM E 84 01/1&95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-01.B Physical Properties 11/11/20 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polysee AU-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 Polysetg AH-160 roof file 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. APROVED NOA No.: 22-0411.02 Expiration Date: 05/10/27 --�D .SUN 0 3 7W INSTALLATION: 1. PolysetQ9 AH-160 may be used with any roof file assembly having a current NOA that lists attachment resistance values with the use of Polyseto AH-160. 2. Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of 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 file assembly NOA. 3. 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. A. 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. Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTFI000 or ICP Adhesives ProPack'9 30 & 100 dispensing equipment only. 7. Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after Polyset AH-160 has been dispensed. 9. PolyseteAH-160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 22-W11.02 Expiration Date: 05/10/27 ApRroval Date: 05/05/22 E IMIR 11 JUN 0 3 BY: 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 4545 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 (I each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUH-DING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. APPROVED' NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 NT §Mf ll BY: JUN 0 8 M,.' ADHESIVE PLACEMENT DETAIL # I Nail through plastic cement Paddy(gananthrgel (when required) Underlayment loin. aatl � ep�- onal Eave Course o to ire 'i Fascia esneclosure Nail through plastic cement (when required) loimx\ 21n.wide Envaao re Fascia Nall through plarti<ce (when required) Paddy (Beneath Tile) Iunaefiryment to In.a 21n.wWo IS EeveCourse Fascia WxPhole Eave closure loin. 2 in. Odpedge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 Turn) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile I . Starting at the cave 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 file closest to the Overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148A cm2) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 A proval Date: 05/05/22 +`NTIDi WI'll BY: JUN 0 3 20: ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement paddy(eanaathnlal (when required) Underlaymant Battens optional ° Eave Course Fasda EaverJosun Nail through plastic cement (when required) I.. Eave Course APPROYED 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 cm) —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 men) 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 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm'-) — 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 V (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructioav continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10/27 E-NT of.11o .11 JUN 0 3 20L BY: _... - - ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plesticce (when repaired) Paddy (Beneath Tile) undeelay�nant 1 �. 1 2 i 2 n. Baden: optional E., Course Fascia Weephole loin. tin. F."closure Drip edge APPROVED High Profile / Single Pan Tile Starting at the cave 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 file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm?) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Apyroval Date: 05/05/22 E N ` PSGf 11 JUN 0 3 BY: _._.. ADHEsivE PLACEMENT DETAIL # 3 1rnereq��Pplatic amwe P`+ddl l6at�eentetll I eanem optlmat i •Iutder tiles Wtopeftilir AeAin.Single 1, / Smglepaddy onundedayinMt 2e4M, _. /a loin.k ----Hnclenne Flat/Low Profile Tile Nail through plastic cement Single paddy under ble *hen teWiredl Paddy lbetween Iflesl Battens ( / paddy iundef tile! optional pia Ain. ~ � lain.•.. Si lepaddyM loin. 21n. — --Fan Omupe Eave couple Fasda Mledum Profile Tile APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 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 I" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: OS/10/27 �Qg al Date: 05/05/22 1�++�jj�� lrer11 BY. JUN 0 3 ZU,' ADHESIVE PLACEMENT DETAIL # 3 (Cowfliw D) Nail Sk4a paddy under file I MfiM rl4rk[dl Daddy : between -lies I Battopt Mf '\ Paddy sunder tikl r OII0le Yrp £ i Mla a in. SM* 2■sY1. paddy topdOle- - Faae C'M �! F Fasda y Weephole lOiR 2i0. Eave closure Drip edge Nigh ProfleT0a APPAA i)I 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x IK" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat the 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 (5g.1 cm2) - 11 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cmZ) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 EN' 34tof11 BY: JUN 0 3 I Place enough adhesive to achieve 65 to ]0 s in contact with the pan tile. 2) Tom covers upside down. Place adhesive in tot in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sci. in. contact area; IUndedayment i Imotarsbovm) ADHESIVE PLACEMENT DETAIL Two PIECE BARREL. Steep pitch 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 cm') — 70 (451.6 cmZ) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cmZ) - 25 (161.3 cmZ) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 11 of 11 0 Nn .,m Y I M