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RF-03-22-578Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1229 NE 97TH ST, Miami Shores, FL 33138 1132050090390 Contacts WILLIAM HARRINGTON Owner ROOFING BY ROYALE INC Contractor 1229 NE 97 ST JOAQUIN ARROYO 115 SW 112 AVE, MIAMI, FL 33174 Business: 3055592299 Inspection Requests: Description: Re -roof Tile roof -Saxony 900 Valuation: $ 29,800.00 30��949 E Total Sq Feet: 3,426.00 Fees Amount Application Fee - Other $50.00 CCF $18.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $6.00 Roofing Fee $275.00 Scanning Fee (Manual) $9.00 Technology Fee $8.13 Tota I : $374.26 Payments Date Paid Amt Paid Total Fees $374.26 Credit Card 03/28/2022 $324.26 Credit Card 03/03/2022 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 'ertkthat I tie foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio NO zogi g ermore, I authorize the above named contractor to do the work stated. 11,7 ///,' Authorized Signature- w er p icant / Contractor / Agent March 28, 2022 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20 UILDNG Master Permit No. �7 PERMIT APPLICATION sub Permit No. ❑BUILDING [:]ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �-- p CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3/3-9 Folio/Parcel#://- 320,5 z9oq - 0310 Is the Building Historically Designated: Yes NO _ Occupancy Type: ` 7l4_ Load: Construction Type: /cC _ 200 .Flood Zone: BFE: _ FFE: OWNER: Name (Fee Simple Titleholder): 6LA1—t- kw 744, Phone#: , 11r � Address: /77!2 Ny " /J b5� City: i��M1 /� State: �(r Zip: 3?�13� Tenant/Lessee Name: Phone#: `0S. R3. gZ7s Email: CONTRACTOR: Company Name: U Phone#: 2 0 - 0909 Address: 2 City: CvtCC ( State: Zip: 3212L Qualifier Name:/ Phone#: �• State Certification or Registration #: tldd- /3O `J Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /�>�� Square/Linear Footage of Work: �, S Type of Work: ❑ Addition% ❑ Alteration/ /_ ID New Repair/Replace ❑ Demolition Description of Work: �"� 2 7 k f 3et_ j-0 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews S Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond 5 TOTAL FEE NOW DUE $ 1 I (� (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 HE Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ER or The foregoing instrument was q/0owledged before me this day of 20 Z2— by �lptA—)�%ho is personally known to me or who has produced _sue as identification and who did take an oath. NOTARY PUBLIC: Sign: U Print: Seal: r° 1'9,,# Notary Public State of Florida Yohanna Alfaro g °e My Commission p8/22/2 E025 APPROVED BY >; Signature TRACTOR The foregoing instrument was acknowledged before me this _2�?) day of f, 20 22— , by LL who PQersonally know me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: :°�"��4 Notary Public State of FI Yohanna Alfaro M co miss. n Exp.8/22/2025 Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) C 'a Mimi aShore Village o RUILDING DEVIARTAAENT 10050 NE 2 Ave Miami Shores, R 33138 -, 305-795-2204 www.msyfl.q®v OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES [PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: Z 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Addres Roofing Permit Number: Dear Buildina—Official: r riv�rt.�►�b`!i certify that I am not required tc retrofi+ the rcof toll connections of my building because: The just valuation for the structure for purpose of ad valorem taxation ;S 'c5s than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Cod, (FBC) or with the provisions of 1994 edition of the South Florida Building Ccd.� (1994 SFBC) Signature Print Name State of Florida, M- mi Dade County The undersigned, being the first duly sworn, deposes and says tl above property mentioned. Sworn to and subscribed before me 20 Z2. r n Notary Public, State of Florida at Large W/ Miami Shores Village Builting Department Zoning Dept. Date Building Dept,_ Date Subject to compilance II Federal, tate a Co ty rules and regulatlo s. a r�(i�S�e-IS��r� Q16LC]er�or the en2 r .. —.0 Pv--03-21-57, 0)P041% Notary Public State of Florida y'0 Yohanna Alfaro �M Ho 67726 mmissionOfr`EXp.8/2212025 ® When the just valuation of the structure for purpose of ad valorem 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.3I = T0808tdbid=O&repo=Mia miShoresVillage Ply ReV01142021 Own r affi vif f t e affidavit o ex� Page 1 0l 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov 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. Aesthetics -Workmanship: the workmanship provisions of Section 14,4402 are or the purpose of providing that the roof system meets the wind resistance and'water instruction performance standards. Aesthetics (appearance) are not a<co;Isideration with; respect to workmanship provisions. Aesthetic issues such as color or arcti tactur, , I appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the exisiing(wood�roof decR ..... arg'y have to be renailed in accordance with the current provisions of Section R44a3. (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 b een 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 011 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. te.4 Pondingwater: The current roof system and/or deck of the building may not dpdiffwell 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 evident until the original roofing system is removed. Pounding conditions should be corrected. RevOI 142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov 6. overflow scuppers (wall outlets): It is required that rainwater flows off so that e 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. Ventilation: Most roof structures should have some ability to vent natural a' flow 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 which can result in extending the service life of the roof. Owner/ n ' ignature Date Con actig Lure z"� ate o S; For Forms and Applications click here: - http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=11808a&c-b'd=O$L reyo=Mia mi5horesVillage i Rev01 142021 Owners roofing consideration Page 2 of 2 Florida Building Code 7th Edition (2020) MDC High Velocity Hurricane Zone Application Form Section A (General Information) Master Permit Number: Process Number: Contractor's Job Address: ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile KMortar / Adhesive _Set ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance �eroofln' _ �, Rp-;,overine- ROOF SYSTEM INFORMATION . Low Slope Ro f Area (ft2) Steep Sloped Roof Area (ftz) ` ; , �T�otal 3L1 (o �j Are there gas vents on the roof? Yes 160 if Yes at type? O Natural 0"LRX Is there an existingroof to Solar System? 0 Yes No If es will it be reinstalle�J� ,,Yes P Y Y �< R 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. Florida Building Code 7th Edition (2020) MDC High Velocity Hurricane Zone Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: BORAL ROOFING LLC Z-o1o:1.D2 Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zone1: -14 Zone 2e: -108 Zone2n: -108 Zone 2r: --10F5 Zone 3e: -108 Zone 3r: -128 Slope Range: 0> 2:12 to _< 4:12 ©> 4:12 to 5 6:12 Q > 6:12 to :5 12:12 Roof Shape: ® All Hip Roof (F) Gable Roof Deck Type: PLYWOOD 5/8" Underlayment Type: #30 ASTM D21 G l Roof Slope: 12 Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: �i/4"RS NAILS 1 5/8 " TIN CAPS ti1A Cap Sheet Type: �— SELF ADHESIVE Mean Roof Height: Cap Sheet Attachment: Roof Covering: SAXONY 900 SLATE FLAT TILE Drip Edge Type & Size: 3"X3" 26 GAUGE GALV Florida Building Code 7th Edition (2020) MDC High Velocity Hurricane Zone Application Form Section E (Tile Calculations) For Moment based the systems, choose Method I. Compare the values for Mrwith the values from Mf. If the Mr 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" Enter positive uplift pressures when using this table ( Zone 1: -74 x X '315 = 23.31 ) — Mg: 7.51 = Ma 15.80 product Approval Mf: 60 ( Zone 2e: -74 x A .315 _ 23.31 — Mg' 7'51 = Mrze 15.80 Product Approval Mf; 60 ( Zone 2n: -108 x A '315 = 34.02 ) — Mg: 7.51 = Mr2n 26.51 60 Product Approval Mf: ( Zone 2r: -108 x X .315 = 34.02 M 7.51 — g: = Mrzr 26.51 60 Product Approval Mf; ( Zone 3e: -108 x A .315 = 34.02 751 _ Mg: .= Mr3. 26 60 .51 product Approval Mf: ( Zone 3r: -128 x A .315 = 40.32 7.51 — Mg: = Mor 32.81 60 Product Approval Mf: Tile attachment method. Alternate Tile attachment method: For Uplift Based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F''vdlubs are greater than of, 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: xL= xW= )—(w)xcos0 =Fri PrApproval F': ` 'odu` e'. (Zone 2e: x L = x W = ) — (w) x cos 0 < ) = Frze Product �A,pprova'; F':, (Zone 2n: x L = x W = ) — (w) x cos a �. = Frz� Product Approval F ., (Zone 2r: x L = x W = ) — (w) x cos 0 ) = Fr2r Product Approval F': (Zone 3e: x L = x W = ) — (w) x cos 0 ) = Fr3. Product Approval F': (Zone 3r: x L = x W = ) — (w) x cos 0 ) = Fr3r Product Approval F': 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 lob Site Roof Sloe 0 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 Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance Fr 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. MiAM I•GADE MIAMI-DADE C'OUN'TY DEPARTMENTOF REGUi.,A"l'OR}' AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION i 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINiSTRATiON DIVISION Miami. Florida 33175-2474 1 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) „„,,.mia!u,c1A!dc.!_'i11 YCIN1(I(n, Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) andior the AHJ (in areas other- than Miami -Dade County) reserve t'iic, tight to have this product , or material tested for quality assurance purposes. Ifthis product or material fails to perform,it,?l,f ,-iecepferl�riviiiner, 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 ac eJ;t'apce, if i; SS determined by Miami -Dade County Product Control Section that this product or material fails 16 Sneet the`rf gUiremeHis ` of the applicable building code. < This product is approved as described herein, and has been designed to comply with the Florida Ruilding Cock` including. the 1-11gh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING:: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis 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 revises NOA No.19-0814.01 and consists of pages I through 12, The submitted documentation was reviewed by Freddy Semi►to NOA No.: 21-0107.02 C-DADEC� Expiration Date: 04/26/22 ' • ' Approval Date: 03/04/21 Page 1 or 12 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured :Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-State Saxony 900 - Split Shake Saxony 900-Shake Trim Pieces Length =17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Product Specifications Disc ip—Oka TAS 112 Flat profile, interlocking, tlig`h-Messure gNtiAi ;ed concrete roof the with two,voi) holes. For direct deck, batten, mortar set or adhesive rat applications. TAS 112 Flat profile, interlocking, high=pressure extruded concrete roof the with two:naiJ Mules, ovdirect de�>f,. batten, mortar set or adhesive Get; applicatictas. Top surface produced with 4 ditfferenl configcrratwns: 1. Complete tile brushed' ` 2. Right half brushed (5sh`o' wn in &6wiq) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 21-907.02 MIAM1 OADE COUNTY Expiration Date: 04/26/22 M Approval Date: 03/04/21 Page 2 of 12 2.1 PRODUCTS MANUFACTURED' By OTHERS Product Name Product Description ICP Adhesives Polysetx A14-160 Two component polyurcthanc foam adhesive. TILE BOND -' Roof Tile Adhesive Single component polyurcthanc foam roof tile adhesive. "Tile Tice" Roof Tile Mortar Premixed, pre -bagged roof the mortar. Touch `N Seal StormBone 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2MANUFACTURINC LOCATION 2.2.1 Lake Wales, FL 2.1 EVIDENCE SUBMITTED: Test Agency Test identifier The Center for 94-084 Applied Engineering, Inc. Redland Technologies r Wit' �-. • . APPROVED 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix it & III Letter Dated Aug. 1, 1994 P0631-01 P0402 Manufacturer fWIth Current NOA1 ICP Adhesives and Sealants, Inc. DuPont do Nemours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. Test Name/Report date Static Uplift Testing Ally` 1994 TAS 101 (Mortar Sct) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 March, 1995 (I Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 March. 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 21-0197.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 3 of 12 Atlanta Testing & R I .894/R2.894/R3.8 94 Physical Properties A' 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Testing Service Static Uplift Testing Dec. 1998 520111-4 TAS 101 520191-1 Static Uplift Testing March 1999 Walker Engineering, Evaluation Calculations TAS 101 25-7094 February 1996 Inc. Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7948-6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida PRI Construction COPO-002-02-12 TAS 101 10/12/2016 Material COPO-002-02-06 TAS 101 1 Oi 12/29,i 6 COPO-002-02-05 TAS 101 10/12/,2016 BORR-022-02-01 TAS 101 02/2f/ 919 BORR-022-02-02 TAS 101 02/2S/2019 BORR-022-02-03 TAS 101 02/25/2Q.19 BORR-022-02-04 TAS 1.01 02/2Wj 019 NEMO ETC, LLC 4c-DPBS-20-LSOTM-01.C.R1 TAS 101 12/-1,7/20 ` 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106, 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Mechanically attached tiles minimum slope 4/12. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 1\OA No.: 21-0107.02 MIAMNI)ADE COU� Expiration Date: 04/26/22 j ' "OVED Approval Date: 03/04/21 Page 4 of 12 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Saxony 900 S Saxony 900 Slate, Shake & Tile Profile Saxony 900 Slate &, Shake & Split Shake Table 1: Average Weight (W) and Dimensions (I x w ) Weight W (lbfq:::�rlA Length-[ (ft). 10.9 7 Shake Width-w (ftj. 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) () Profile Batten Application Direct Deck ApP�<< t`tion ca 0.291 ` ().315 lit Shake Table 3: Restoring; Moments duce to Gravity - M9 (ft-lbf) 12" 3...12" 4":12" 5 or" �r N < .. ' < < ' 6, � 7 .`I2 � � greater Direct Deck Direct Deck Battens Direct Battens Direct Bad= Divect Pwltens DireQt < ; Deck Deck L>�ck Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 ° ` 7° 16 6,1 6.95 ` ` ` Table 5: Attachment Resistance Expressed as a Moment Mr (ft.4bf) for Two Paddy Adhesive' Set Systems Tile 'File Application Minimum Afft-in Profile Saxony 900 Slate, Shake & Split Shake 1 2 3. 4. 5. DuPont de Nemours, Inc. TILE BONDTm Roof Tile Adhesive TILE BONDTm Roof Tile Adhesive 1CP Adhesives and Sealants, Inc. ICP Adhesives Polvset® AH-160 DAP Foam, Inc.Touch `N Seal StormBond ® 2 Two -Component Polyurethane Roof Tice Adhesive -Resistance 632 655 31.3 oee roam aonesive manufacturer's component a proval for installation re uirements. Dupont de N amours, Inc TILE BONDTM Roof Tile Adhesive one-compon I foam minimum weight per paddy 8 grams. ICP Adhesives and Sealants Inc, ICP Adhesives Polyset® AH-160 two -component foam, minimum weight, per paddy 8 grams. DAP Foam, Inc. Touch 'N Seal StormBond® 2 Two -Component Polyurethane Roof Tile Adhosive-two-component foam minimum weight per paddy 8 grams. Dupont de Nemours, Inc. TILE BONDTm Roof Tile Adhesive one -component foam; Averacjc. �A�eight per pattyl6 rams. NOA No.: 21-0107.02 MMM OADECOUNTY Expiration Date:04/26/22 Approval Date: 03/04/21 Page 6 of 12 Table 7: Attachment Resistance Expressed as a Moment - Mrtft.-1bf) for Mortar Set Systems Tile Profile Tile Minimum Attachment Application Resistance Saxony 900 Mortar Set12 43.9 Slate, Shake & Split Shake 12 Bermuda Roof Co. Inc. Tile-Tite Roof Tile Mortar 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". ENO LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES l�`+ L PR,AN I) , LOCATED' UNDERNEATH TILE 6. BUILDING PERMti" REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 21-0107.02 1 IMb 0,11-, llN7Y1 1 Expiration Date: 04/26/22 �A_PPROVEDJApproval Date: 03/04/21 Page 7 of 12 PROFILE DRAWINGS NAIL HOLES /32" Note: Available Top Surface Finishes 5. Complete tale brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE NOA No.: 21-OM.02 MIAM1.p,ApE CONTY Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 9 of 12 NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900 — SLATE 5/327'(Slate) rOVERLQCI, ` NOA No.: 21-0107.02 M� ppp� Expiration Date: 04/26/22 . P R •VEDJ Approval Date: 03/04/21 Page 8 of 12 NAIL HOLES PROFILE DkAwms, SAXONY"O-SHAKE NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 10 of 12 Set NO.. la Photograph { Interdependent, Two 12) br?Ahaddys, Attachment, minimum 1-in. K I in, x 8- n,; minimum tontect area of Ib ins t'wh Type SEA' iA Paddy _ Placement Min. Tile Contact Area, W per Tile Attachment: Two 12) heads/piddy5, Irrrpub—;)Nndent minimurTT I-ir x 1•In x $•in. { 3� Adhesive Rates, 8 gram/paddy 1 :.�.�� •tLtirt APPROVED wm Attachment eristic I Resistance Expressed Force, Ibf as a Moment, ft-Ibf NOA No.: 21-807.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 1 i of 12 Set No :;1b Photograph 1n,dr,rondrnt Tavr_ f2; r ur x ? rn X.4-ir, ;t,irll, J' t>,.rr k +rr;m �^,ttacl,n�,�nt I: '—d of a ,de rlyrnN !sr ;crrwrsr cc,r}t,iit area of !S In rarh i w: SE•r ( B life Material Jr Paddy Minimum Attachment Profile Product ►ype Placement Min liieContact Characteristic Resistance Expressed 1 Area, in2 per Tile Resistance Force Ibf as a Moment, ft-Ibf Attachment: IwA,l:/p filly, j nimirurrn i r- k 7 ut x i" by k- fr, r, heaO CAinr; er furp. Hv 65 Adhesive Rates: 16 i!rwn/pad.j�, END OF THIS ACCEPTANCE NOA No.: 214107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 12 of 12 MIAMI.OlADE 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.uoy/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade Comity) 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 I s determined by Miami -Dade County Product Control Section that this product or material fails x meet the requir-ments of the applicable building code. ° ` ° C „; This product is approved as described herein, and has been designed to comply with the Florida building Coda c r c c r c including the High Velocity Hurricane Zone of the Florida Building Code. ° oo°c 000e oco.00 00000c ° o DESCRIPTION: Polyglass Polystick Underlayments ° . ° ° 11.0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ;ity s+ate and following ° ° O o ° statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein., O U O U O D U U U 0 0 O O O RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenU O nb-cphange in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.17-0614.22 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 2141602.14 Expiration Date: 09/13/22 Approval Date: 00126/21 Page I of 7 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Product Dimensions Polystick IR-Xe 65' x 3' Or 33.4' x Manufacturing 3 Location #1 & #2 60 mils thick Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & 42 Polystick NITS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Test Specification Product Description ASTM D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tilc underlayment. 32'10" x 3'33/8" TAS 103 and 130 mils thick ASTM D 1970 65' x 3'3 3/8" 80 mils thick 65'8" x 3133/8" 60 mils thick TAS 103 and ASTM D 1970 TAS 103 A rubberized asphalt waterproofing mcmbrnne,' glass- fiber/polyester reinforced, with z,graiiular surface designed for use as a tile roof iAv&-rlpyrnent., , � , A rubberized asphalt self-adheririg,`giass-fiber/polyester reinforced waterproofing mcnfbqqip., Designed; as a metal roofing and roof tile underlayrznntit. A homogeneous, rubberized asphalt�waterproofnmg membrane, glass fiber reinforced Kith poly olefiu c film on the upper surface for use as an uniderlay,di(,nt for metial' roofing, roof tile, slate tiles and shingle underlayment. 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. 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. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 EVIDENCE SUBMITTED Test A2encv Test Identifier Test Name/Report Date Trinity ERD P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D 1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PLYG-SC10130.09.16 ASTM D1623 09/22/16 PLYG-SC13035.08.17 TAS 103 & ASTM D4798 10/32/17 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 Contrel�Approved" or the Miami -Dade County Product Control Seal as shown below. r r r MIAMI-DARE COUNTY c 000o 0 o 0000 C O o O r cec< o 0 c < ocoo oaoo° 00000o 0 0 ° ° BUILDING PERMIT REQUIREMENTS: 00 eo o ' oocoo� 0 0 0 00 ° ° ° ° t ° t; o°oo°° o 0 ° o ° Application for building permit shall be accompanied by copies of the following: ° ° ° ° ° o ° ° O 0 1. This Notice of Acceptance. ° 00 ° o ° ° ° ° 0 ° 0 0 0 o ° e e o 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.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 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 TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type l: 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 plim nnmm 4" headlap. (for' ' base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. MIA 4DADE O N7 Y NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashuig tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick °shptl be applied over the underlayment. O O ° GENERAL LIMITATIONS: < ` ° ` ` ° 1. Fire classification is not part of this acceptance. 2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus maybe used in as halt' °�° i les wood shakes ° ` ° ` Y Y Y Y p 1p. �1 P � ° and shingles, non-structural metal roofing, roof tile systems and quarry slate roof asseinWice. ° 00 ° ° ° ° Polystick TU P may be used in all the previous assemblies listed except metal roofing.° ° c ° ° Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and goof the systems. Polystick TU Max may be used in non-structural metal roofing and roof the systems.* ° ° ° ° ° ° * ° o ° 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 TU Max, Polysticic 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 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 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. Expo ure Limitations (Days) Polystick MTS Polystick IR-Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date:08/26/21 Page 5 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 V metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 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 Polygf qss Tile Loading Guidelines. See General Limitations #9 and #10. • , �."" . e . 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for •... e. es . ebee pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 1/a"/,1,2;'; precaution 's' iould 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 Foriy-'Lgight (48) I' bures. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed.valleys; of oXposed , , roof to wall details. . e .... „ 9. Repair of Polystick membranes is to be accomplished by applying Polyglass POLYPLUUS %6, XtraPfoK 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, fQKoVed by p patch of tfio Polystick material of like kind should be set and hand rolled in place over the area needing such re�iailr, 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. 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 APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 2141602.14 Expiration Date; 09/13/22 Approval Dates 08/26/21 Pap 7 of 7 EVIDENCE SUBMITTED: Test Aggncv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division 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 19/ls/9'3 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-OI.B- Physical Properties 12A4 29 RI LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polysee- 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 Polyseto 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.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 3 of 11 INSTALLATION: 1. Polyseto AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset" 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 tile assembly's adhesive attachment with the use of Polyseta 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. Polysee AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives 30, , . . & 100 dispensing equipment only. < 7. Polysee AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I to 2 minutes�aftortPolyse& AH-160 has been dispensed. 9. Polyseto AH-160 placement and minimum patty weight shall be in accordance with the "F,'' rnent betaii'sa herein. Each generic tile profile requires the specific placement noted herein. • NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 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 41 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile 42 17-19 sq. inches 30 Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of the 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ' 34 grams,under pan LABELING: ' All approved products listed herein shall be labeled and shall bear the imprint or identifiable magling of the manufacturer's name or logo and following statement: "Miami -Dade County Product ControlApprdved" or tl r'Nliami-' Dade County Product Control Seal as shown below. MIAMNdADECOUNTY � ` BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 20-1124.07 MwM E you TY Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall through plastic cement Paddy IBeneath Tile) (when required) Underlayment ° •1 »R hu- Battens optional Eave Course If=' O 2 loin.l� f 21n Fascia Eave Closure Nail through plastic cement (when required) Undedayment 1 10 in.x\ 2 In. wide Battens optional Paddy (Beneath Tile) Eave Closure Fascia Nall through plastic ce (when required) paddy (Beneath Tile) Undadayment , 101n.x o-z 2 in. wide Battens optional Eave Course _ > Fascia Weephole loin21n Eave closure Drip edge Flat/Low Profile Tile 1. Starting at the eavc course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course , a? ly a nunimuin 2" (50.8 mm) x 10" (254 Mqi) i:1," (25.4 mtn)foam paddy onto the underlayrpl; gt;positionro its shown under the pan portion of th!,: tOe closds* ,e to overlock of the tile beings,,t.: 2. Continue in same mann :i.,1ii6�,re approximately 17 (109.7 cm2) — 23 (148.4`cm2) §quare((fi�h a{ihesivi-, contact with the underside ofthe tile`. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nall through plastic cement Paddy (Beneath Tile) (when required) Underla ment c 'YYi a u_ Battens optional Eave Course 10 in. ��� r �' �In fascia Eave Closure Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment Tin.. 2 m. Battens optional 10 In. tin. Eare Closure Eave Course Fascia Flat[Low Profile Tile 1. 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 strengthening rib of the tile closest to the overlook 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.'"' (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 &p�roximatel�' 10" (64.5 cm2) - 12 (77.4 cm2) squa,,1•e,ip9h adhcsive contact with the underside of the foe, Medium Profile / Double Pan Tile; < < 1. Starting at the cave course, apply-' a Sninimum T' (50.8 mm) x 10" (254 mm) x l" (25.4 mrn) foal of paddy onto the underlayment positiiIppd ac shown of der the < pan portion of the tile closest to the overlock of�the tile being set. Insure approximately 17 (109. % cmz) — 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 overlook of the tile being set. 3. Continue in same manner. Tnsure approximately 12" (77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Insttwetions contintied on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ce Tile) (when required) paddy (Beneath Underlayment Battens optionala fit` N S Eave Course Fascia Weephole 101n 21n Eaveclosure Drip edge APPROVED 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 the closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insprg approximaS ely 17" (109.7 cmZ) - 19 (122.6 cm2) squ44-p j ich adhesive contact with the underside of tla.e tile. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 MmqWrodi droogb p & avant (bewm ties) I tiattem opdonsl I R I ►aft (under tie) r sue. d on low • x.3 a x Each FbVLOW Proft TiN !Md ftoG0 Pbstk amaW Single Paddy under tie (WhM regwreo vnddr ft"Nen ties) Batteaaa Paft Iund« do iSiR I � t anbpot�tie,�. / x 4ln. r 2 a a in. ' wcp�on 10in. tin. Ears Clown EMO Cowse Fo is Modlum ProA1oTfle APPROVED 1. On the eave course only, 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 strengthening rib for flat tile or under the pan portion of the tile for low or high profile the 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 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mtn) foam paddy onto the underlayment just` below the second course line poslopt�ec? foam paddy under the strengthening rih,fpr flat tile, or rnCer the pan portion of the tile, closest kO, the underlock for ' the second course tile to be installed. Irks1�{g. approximately 8-9 in2 (51.G-53: J cm2) `of,-A.4hiesive contact with the underside:lgf,thQ tile. (Instructions continued on next page) ` NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Single paddy under We Paddy lbetwon tiks) eamm "donal PWd1(undo tlkt 011 w,• 4x41& — t ski* 3141n. Deft on Eaw C"I'm �(` ' —r. Pssda lb". Enedown Nigh P►ofleTlk 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 em2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 10 of 11 1) Puce enough adhesive to achieve 6S to 70 in contact with the pan tile. 2)Turn covers upside down. Place adhesive in to 1 In. from outsideedge of cover tile. Than Instail the die. Ensure 20 to 25 sq. In. canted area.. Underlayment � I // _ Eave dosuri (molar shown) Fascia Board ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure cave and of pan and cover tiles are flush at cave line. 7Wo Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing tlld underside of the tile. Apply a mink' ' ' 'i' 1" (25.4`ificri)`x 10 (254 mm) bead of adhesiNp,O rectly on the inner edge of each side of the cuv,-r`cile. LQ: ye approximately 3/4" (19�nirn);to 1" (7, 5.4 inm) from the outside edge ofthe(tile, in*ai`d; ffee of foam to allow for expzo(&io�i: 4. Turn cover tile over after Wm is applied and place onto pan the course. Insure a �iiipimpm of 20 (129 cm2) - 25 (161.3 cm2) square iti'dh 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) nailer& or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 11 of 11