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RF-19-1293Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 149 NE 106TH ST, Miami Shores, FL 33138 rnntartc , ?D(f=)ffnLNU11 Issue Date: 06/11/2019 Parcel Number 1121360060370 Permit NO.: RF-06-19-1293 Permit Type., Roof Work Classification: tile Permit Status: Approved Expiration: 12/09/2019 LIZ MARIE ALLEN Owner TOP SEAL SERVICES CORP Contractor 855 NE 111 ST, MIAMI, FL 33161 RONALD MEDINA Business: 3057547844 ti Description: RE -ROOF TILE TO TILE Valuation: $ 15,000.00 on Requests: Inspection 4949 Total Sq Feet: 2,000.00 _j I Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $3.00 Roofing Fee $225.00 Scanning Fee $9.00 Technology Fee $6.88 Total: $309.76 Building Department Copy Payments Date Paid Amt Paid Total Fees $309.76 Check # 5664 06/11/2019 $309.76 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reguiaMig-eQpstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date June 11, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 6 2 9 FBC 20 Master Permit No. r b "' 1 1G 1' N 3 Sub Permit No. 03OFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ( 4a / ` S' zO City: Miami Shores County: Miami Dade Zip: ?:o ( 35?1 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: / ,Construction Type: Flood Zone: BFE: G FF,FFEEj:` [� OWNER: Name (Fee Simple Titleholder): (/J `' ' (�t e- � `'U' 1 Phone#: �D�i ' ✓t J • (3 -y Address:�� 1`� C� t I I 4S4- �Q City: ,sc&dv� //��Pa� Y6 State: /o _(.J__ Zip: --J 14, t Tenant/Lessee Name: ;/ I/ h u �� `G t 1 Phone#: ��J• `-t �q 2 Email: CONTRACTOR: Company Name: Address: <9 si A ) 'o- ear CI'Ue T.p S-Q ,9' J , G--Q1 ne#: Tyt.-z' /C) City: c State: 1 \ Zip: 562 7 Qualifier Name: Phone#: State Certification or Registration #: n rjCertificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ I o q) Square/Linear Foota e of Work: (� Type of Work: ❑ Addition ❑ Alteration El New Repair/Replace ❑Demolition Description of Work: / e� 1 ► rL �TC� ) .Q Specify color of color Mru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ hh Bond $ V �C)� ll TOTAL FEE NOW DUE $ � b—I j V 809 '-1 � Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING JO 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 comme nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In he abse ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONT TOR The foregoing instrument was acknowledged before me this The foregoing instrum nt was acknowledged before me this J day of ` 20, by day of 'S 20, by , who is personally known to ry1st CXC--: who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i Sign: Sign: Print: 86k.-L L. L-we Print: Cat Seal: BARBARA LOPEZ MY COMMISSION #GG250964 a EXPIRES: AUG 21, 2022 anD Brdctiri 1st Sa InsurancE APPROVED BY Seal: MY COMMISSION # GG041319 EXPIRES October 24. 2020 C Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A F 2018 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D {Steep Sloped Roof System) Roof System Manufacturer: Boral Roofing Tile Notice of Acceptance Number: 18-05Q9.16 Minimum Design Wind Pressures, if Applicable (From RAS 12T or Calculations): P1: 4.70 P2: 13.83 P3: 24.10 Maximum Design Pressure • From the NOA Specific S stem : 45.5 , , , , , • Method of the attachment: ICP One Medium Patty 24 gra sleach .... Steep Sloped Roof System Description •• Deck Typ Plywood 5/8 nderlayment• Roof Slope: Xnsulation: 3 :12 Ridge Ventilation? N/A Mean Roof Height.-! 3 30# ASTM D 7-2-C * ype -11: N/A N/A nor Type & Spacing: 1 1 /4" RS Coil & 1 5/8" TC -"-I Self -Adhered Cap Sheet: Polyglass TU 7oof Covering: Villa 900 Type & Size Drip Edge: '-' F3x3 26 ga Galy. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E [Tile Calcuiatlonsl For Moment based the systems, choose either Method 1 or 2. Compared the values for M,with the values from MN llf the M f values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptablle. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:39.1 zx .3j5 a 12.31 - Mg, _-7.62-K1,.4.59 NOAK 45) S_ ICP I Medium (P=: 68.1 x 1 .315 21 4s l _Mg: 7.62 - h4 , 3.83 NOA K 45.5 . patty 24 g ram: (p3: 100.7 x). .315 31.72-) - Mg; 7.62 - M,.3, za;1 NOA Mf 45.5 each Method 2 "Simplified T''lle Calculation Per Table Below" Required Moment of Resistance (K) From Table Below NOA Mf • • M, Required Moment Resistance` • • • • • BM — Roof Sfopo 15' 20' 29 306y: 4M • • • M 3ti.5 .�• • • • • —Sz• • • • • egAs• &,12 28A 30.1 • 349 • 8:12\" 2l3 4 28.0 'ZTJ • a2 .8 ; ' • • • .0 *Must be used In conjune u with a last of moment based We systems endorsed by the • • • • Broward County Board of and Appeals. For Uplift based We systems us Method 3,/Gompared the values for F' with the values for Fr. If the F' values are kkeatsrkhan or equal to the Fr values, for each area -of the roof, then the isle attachme ethod is acceptable. Method 3 "Upfift Based Ti Calculations Per RAS 127" w: -,,Lj— W : — z so. _ A Fr': _ NOA F' (pz:-xl:_-_x w;—W:___ xcos Ft2: NOAF' (p3 : z 1: — z a6 = —.) — W : Y„-, z cds t9: , = F,s: ____ NOA P' / Where to Obtain iinforma ' n Description Symbol I Where to find DtsSpri Pmssme PlorMorP3 RAS 127 Table 1 a by an emgmeea hgrnsiy=pmpatod by Masai om ASCB 7 \. M= Roo Heit H Job Sito Rwfslope a Job Site lien NOA \ Rescdft Momeat due to Gmn M NOA Att•chmmt Remstmoe Mr NOA MomeaReAft= K I Calculated NOA Rtsiefltace — Fr wallaw AycapTue Wei NOA 1IIc Dimensions 1- IM4 W- width NOA All csIM94OW must be ZmiMad to the B OfScsalattbofteofPernaitaplicaton, IiIIIIIIIIIIIft M�MIDADE IA• 1�:K: MMIAMI-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.sov/economv 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 Miarni-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 Controi gection (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the;WA to have this " product or material tested for quality assurance purposes, if this product or material fails to perfQl ly jq the aoo0 0,10 manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrEyo) ;, modify, of suspend the use of such product or material within their jurisdiction. RER reserves the right to qypj a this acjVJ§nce, if it is determined by Miami -Dade County Product Control Section that this product or material fail%?b meet'tpe.. • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with tite Florida.$uiR ing Cfdr.' including the High Velocity Hurricane Zone of the Florida Building Code. • • • • •. DESCRIPTION: Boral Villa 900 Concrete Roof Tile :' •"' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fofittAng 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 revises NOA No.16-0711.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Senzino 0 MIAMI.DQDE COUNTY NOA No.: 18-0509.16 • Expiration Date: 09/21/21 Approval Date: 06/28/18 Page I of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION • • Manufactured by Test Prkuci'. Applicant Dimensions Specifications DesccrrijTiio_rn' . .. . Boral Roofing Villa 900 Length = 17" TAS 112 Low profile, interlockinpl gkipressure extruded ...... Width = 13" Type lb concrete roof tile equippedowith three naaholes 'h" thick Class III and double rolls. For dirmtdtck, battepipm- tar •.... or adhesive set applicatif5flV • • • • • • • • • • • Trim Pieces " • 1=varies TAS 1 1. Accessory trim, concretg jQgf�ieces for use at • • • • • • w = varies ridges, hips and rakes. • ; �. • 0 0 varying thickness • • • • • . . 0 •.•••• of 2.1 PRODUCTS MANUFACTURED BY OTHERS 00:000 Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset® AH-160 Two component polyurethane ICP Adhesives and Sealants, Inc. foam adhesive. TILE BONDTM Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite" Roof Tile Mortar Preinixed, pre -bagged roof the Bermuda Roof Co. Inc. mortar. DAP Foam Touch N Seal Two component polyurethane The Dow Chemical Company StormBond02 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL MIAMIOADE COUNTY= NOA No.: 18-0509.16 �Ijuw.(IrnsExpiration Date: 09/21/21 Approval Date: 06128JIS Page 2 of 7 2.3 EVIDENCE SUBMITTED Test Agency Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida Test Identifier 13343.1 7161-03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-72 l 4-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0617.02-16 Test Name/Renort TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing • TAS 101 (Mortar Set) • • • • Wind Tunnel Testing • • • • • TAS 108 (Mortar Set) • • • • • • Wind Tunnel Testing • TAS 108 (Nai 1-On) ...... Wind Driven Rain • • • • TAS 100 ;••;•; Static Uplift Testing : • • TAS 102 0..o • (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (I Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set Systern Restoring Moment Due to Gravity TAS 112 Date Apr. 2006 Dec. 1991 Dec, 1991 Sept. 1993 March, 1994 Map W4• Aug.*1 M4 On. Fete 4 94 March, 1995 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 09/01/16 April 1999 09/01/16 06/29/16 MIAMI•MADECauNTy NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 3of7 2.3 EVIDENCE SUBMITTED Test Aaencv Test Identifler Test Name/Report Date PRI Construction Materials COPO-002-02-11 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-04 Static Uplift Testing 10/1212016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-03 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perf9n quarterly•tsst in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Buildl'ng Code Catr+Cloiance Office for review. • • • • • • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing ApplicpyQps Standgj% fisted section 4.1 herein. • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the*Mpf %tope ulless, stated otherwise by the underlayment material manufacturers published literature. • • • • • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shalt: beirrncomplianc with applicable building code. .... a 4. INSTALLATION • 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Welght-W (lbf) Length-1 (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile 1(w) Batten Application R (w) Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft.-lbf.) Tile 2"•12" 311•12" 4":12" 5"12" 6":12" 7":12" or Profile greater Villa 900 Direct Direct Battens Direct Battens Direct I Battens i Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck Deck 7.70 7.62 6.56 7.50 6.42 1 7.34 6.26 7.15 6.08 6.95 MIAMWAD COUNTY NUA No.: 18-0�09.16 O Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16/32" plywood) (min. 19132" plywood) Villa 900 Concrete Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) • a*** 1-10d Smooth or Screw Shank Nail Eave Clip).":•. 19.0 19.0 22*1' 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 •,�;, 34,8 2-10d Smooth or Screw Shank Nails Eave Clip)• 31.9 31.9 '...•.�• • • • • • 0 . . . •• •• •• 41 Table 5: Attachment Resistance Expressed as a Moment Mr fi►hb ** { for Two Paddy Adhesive' Set Systems • Tile Tile Application Mi��i_p Attachment Profile Resistance• • • • Villa 900 Concrete Tile The Dow Chemical Company TiteBond 26.12 ICP Adhesives Polyset® AH-160 two- 26.13 component foam FDAIP�Foam Touch N Seal StormBond ''2 Roof 554 Tile Adhesive two-com onent foam 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4 DAP Foam Touch N Seal Storm Bond m 2 Roof Tile Adhesive, average weight per paddy 8 grams, two component foam. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives Polysett AH-160 two -component foam 86.615 ICP Adhesives PolysetO AH-160 two -component foam 45.5 6 DAP Foam Touch N Seal StormBond 02 Roof Tile 407 Adhesive DAP Foam Touch N Seal Storm Bond 02 Roof Tile 708 Adhesive7 MIAMWAr NOA No.: 18-0509.16 •"'+ + Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 5 of 7 5 Large paddy placement of minimum 54 grams. 6 Medium paddy placerne2t of minimum 24 grams, 7 Medium paddy placement of minimum 30 grams, 8 Large add lacement of minimum 60 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Set' 20.60 Tile-Tite Roof Tile Mortar. •••• • • 5. LABELING • • • •• . •••• 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name at?Was detailed below; or following statement: "Miami -Dade County Product Control Approved". 000006 00••• • LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. T"f1AM1•DADE COUNTY NOA No.: 18-0509.16 r • Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 6 of 7 Nail holes PROFILE DRAWING I/2s VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE Over.1" O �� NOA No.: e: 09/21.16 MIAMt L1ADE COUNTY Expiration Date: 09/21/2l Approval Date: 06/28/18 Page 7 of 7 MIAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ,Pxedgct ControlSection • • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve "gbt to haye thi$ • • • •: • product or material tested for quality assurance purposes. If this product or material fails to pefLm in the accepted . manner, the manufacturer will incur the expense of such testing and the AHJ may immediat& revoke, modwy;or ; • • • • suspend the use of such product or material within their jurisdiction. RER reserves the right 18 tevoke thislatteptanct!; • • • if it is determined by Miami -Dade County Product Control Section that this product or matertrfalls to mMttlle 00000 •• •• •• • •••• requirements of the applicable building code. •• This product is approved as described herein, and has been designed to comply with the Flcp7ida Building Code • • including the High Velocity Hurricane Zone of the Florida Building Code. 0 0 : • • • • • 0 • DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 rn Foaoe�111.2,1011411w Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Catesory: Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3'/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'3-3/a" TAS 103 and A rubberized asphalt self-adhtrirlg, glass-rlber✓polyest, • • • • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Desi'tt$14s a • • . Location #2 • . .. . ..... . metal roofing and roof the un � � • .yment. • Polystick Tile Pro 61' x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhpMV,, glass-�berftlyester • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membi'Ade. Desightd'as a meth:'O. Location #2 roofing and roof the underlayme 0: • • 0 s o Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-ad*ThVZ)olyester feinforced •, Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Dgsign.ea as a $ roof the Location # 1 & #2 underlayment. • • • • • • • • • .. .. Polystick TU P 32'10" x 3'33/$" TAS 103 and A rubberized asphalt waterproofing membr'aht,•glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3 '/a" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick NITS Plus 65'8" x T3-3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Aaency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 •19/19/11 P40390.08.12-2 ASTM D 1623 . . 0540`7/12 P37590.07.13-1 ASTM D6164 '..' .... : 0 .0702/13 .' P45270.05.14 TAS 103, TAS 110 & ASTN'1•E ff 3 ' • 842/14 ...... P46520.10.14 ASTM D 1623 ...... 10/03/14 ; ; P44360.10.14 TAS 103 & TAS 110OO'. • • • • .'1VQ7/14 P43290.10.14 ASTM D 1970 & TAS NO• •1W17/14 ••:��. PLYG-SC 10130.06.16-3 TAS 103 & TAS l 1p• • • • Q6 • • PLYG-10130.06.16-1 ASTM D1970 & TAS.l.14.. 06/27/16 .• PRI Asphalt Technologies PUSA-035-02-01 TAS 103 ; • C429/06 � � � � • PUSA-055-02-02 TAS 103 •..' 1u10/07 ; • • • •; PUSA-089-02-01 TAS 103/ASTM D4798 & G155 '.11.706/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G 15 5 04/01/08 RX14E8A TAS 103/ASTM D4798 & G 15 5 11/09/09 DX23D8B TAS 103/ASTM D4798 & G 15 5 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAMFDAD; A41A Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insuate . . .... ...... 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!Wit$um 4 ; he$d lap. (fdf' • • .. .. .. . 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. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. .000 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly eurrent Product Contror 0 • • • .. Notice o Acceptance. 0 0 0 0 0 . . . 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The-ila9lring tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layptbf%plysti�k shaQ be - - .... . applied over the underlayment. 000 00:00 ...... .0 00000 .. .. •• . •....• GENERAL LIMITATIONS: ...... 1. Fire classification is not part of this acceptance. :...:. 0 � � 0 " 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTy§ Plus may be0 so used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ez osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 • MIAMFDA RIYAVJ TY Expiration Date: 09/13/21 ® Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (U) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MT$ Ptds with Dual Pro . • 'I•I? AUS Flat Tile Prohibited 4:12 6:12 6:12 5:1.2P • • • •6. 2► without battens 000000 • Profiled Prohibited 4:12 6:12 6:12 4:1Z •' •. O-v1% Tile without battens The above slope limitations can be exceeded only by using battens in accordance witlffhe•Approved Tile'Syste" • •; • Notice of Acceptance and applicable Florida Building Code requirements. When battens ar; required,• they shall • be utilized during loading and installation of tiles. • • • • • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid Orgppipg of • • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure"two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. d a 0 rn N POL` nCKYU Rue NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMl3Pv1QE% . . .... ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE6VIC•APPL1eXt1ONS. • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECO1V VYMATIONS. , •..... 1. Polyglass does accept the direct application of Polystick underlayment membranes to �+ooclaecks. sk"al?ers are.... cautioned to refer to applicable local building codes prior to direct deck installation toweilsurg this is Kmtptable• •: • • 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 edie staid as per Polyglass ....;, Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" meta:aisvis required in Miami -Dade County or simplex type nail as otherwise allowable in other region, at a ipi nim um rat;**"*: of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area paralMadar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). 0000 PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEMIC•APPLjCA:1QNS. '. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOn.V.one DATIONS. • • •....• .•.• ..•• • . END OF THIS ACCEPTANCE '••• •••• ••�•• ...... .... ..... •• •• •• • •••••• • •••••• • • •••••• • • • • • • • • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY Ml® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PtQduct tbfittUl Sect?W •; - (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve to right to hale Wis product go or material tested for quality assurance purposes. If this product or material fails to perfor 7iF9 accepted manner, lie manufacturer will incur the expense of such testing and the AHJ may immediately revoke, "qAj�, or s4sp; pd the i"-o of such product or material within their jurisdiction. RER reserves the right to revft.&i% acccU44c.d, if its"• determined by Miami -Dade County Product Control Section that this product or material fails," meet tha se4uireme9JJ..' of the applicable building code. • .. .. .. . ...... This product is approved as described herein, and has been designed to comply with: eMorida Building Code • including the High Velocity Hurricane Zone of the Florida Building Code. ' • • • • DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: . . .... ...... Product•Heseriptiop • • • • • ...... .. . ...... Two component bane fqATu.adhesige• • •; pol;Z*.* .... .... ••••• . . .. Dispensing Equipmen ... ... . . ...... .. .. .. . ...... Dispensing Equipment 0 0 ....:. ...... . ...... •• • • •• • • . . Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: ProverProverty Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-743 8-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTME 108 •••••• ASTM E 84 •' •' • • •••••• TAS 114 ASTM D 1623 •��••� TAS 101 ••.••• TAS 123 TAS 101 •••• TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/ 12/95 02/01 /94 UZ/3 3 f 1*/d i/44 01/16/95 01AV96 02/2j/12 • • .. • • 1.0/2&98 . . 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the au�liority Navin pP Y PP PP ... ..... . . jurisdiction. • � • • � � • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is feLftofeti beforeoappiicatiori• • • • of any adhesive. The mix ratio between the "A" component and the "B" component AM bVinaintainetl between.... 1.0-1.15 (A): 1.0 (B). .... .... . . .... .... ..... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser-RTF4000 or•ICa ..:..' Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • • • • • • • • • • ...... 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 0 0 0 0 : • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minujes 4ftgr ICP•Adhesives • Polyset® AH-160 has been dispensed. " ' • .... 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at. • 0000 overlap .' .... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal-' • • 17 grams ver bead ' edge) 20-25 sq. inches each • • • • bead • ... .... ... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • •34 gramun$•c�er pan, . • . . . . ...... LABELING: • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of t'he:..' 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. 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL ## 1 Nall thm"hPlastic Cement Paddy (Ran•ashl"a•) jahmraqulradl, lfndrdrymrnt p Vol O'Nums optional EautCoun•� �" ! �. Fascle .IrZ Mrrr Emir Closure Flail itnrough plastic ctmeM When required? _5 21n.wld• Sei 5opllonal to Paddy 411rneath Uri €ave closura Fascia n,mgt F plepllc r►r rtPt PiddM Iarn•rlkTilrl (Wh tsMen rogWmtl ro;n. K �t2in.wide Battens Gisftnal ErveCourse .'" pastLa Weeplhole in. i `� Eave closure Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. rare . • .... •ara•a • •• • area a • • • • Medium Profile / Double J%WTile 000000 err•• •• area rare rear• • • 0000961 •• „ area• 1. Starting at the eave courses apy a ralonit fum 2 (50.8 mm) x 10" (254 mm) x 1" (25.4emmTfoama paddy onto the underlalmefit Dositigped V shown...:. under the pan portion of the tle clostgf tfie • overlock of the tile beinOR Piet.: • a : " 0000 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 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 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 pa4d)6 onto the underlayment positioned a; shown undeie*x- • • • • • • strengthening rib closest to flte oderloclsbfshe,tile •, being set. "'i" " ' .• • 3. Continue in same manner.'G;ZcPapprox""rp.�.j*•aly 10of; • (64.5 cmZ) - 12 (77.4 cmZ)S � inch ad4eAve * •; 0 0 • contact with the underside•af "'tile. •..... • 00 Medium Profile / Double Pad Tild. • ,...., .. . . .. • . • • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Hall thirouo prastk c• (Aen ragulr•d) P+ddY lBrrvNNhTi1.Y ti uha..►y�.•.t 7 W k eaten o0d onal Eeve Course ascia ► W"Oph•i« 10 in 2 M. `* [Wff doswe brip.dya APPROVED High Profile / Single 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 the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2100.8mm) x 7" (177.8 mm) x 1" (25.1 mrpr Foam pa&dl onto tho.... underlayment positioned as Sirovt under AT%an • portion of the tile closest to 1?MerlockVf tht the • •' • • • being set. :....: .... .... . . .... .... ..... 3. Continue in same manner. jjijW,approxjWjely 17" • ••• (109.7 cm') - 19 (122.6 cni 4%g4lre inc%4dh*ive .. • • • • contact with the underside"f tiw4tile. . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 tail through plastic cement Paddy (between tiles) (when required), Battensoptiona) ' paddy lunder tile) single paddy ontopott€le ,3 s ),spas Un a7 Single paddy an undertaYmeot 2 x 41n. `-•�. `f 2 in. sda Eave Closure FlattLaw Progle Tile Nafl through plastic eernent Single paddy under tile Iwhen required) Paddy lbetween tiles) Battens Paddy lunder tile), optional r3 S paddy pofttle L x4in. x41n.ti-.*� Single paddy on undedayment tOEn. '��,21n. Eave Closure Eave Course Fascia Medium PronleTne 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 cm2) of adhesive contact with the underside of the tile •... Apply a 4" (101.6 mm) x%0'0(41-04.6 e 1; (25.4• • • • mm) foam paddy onto the Witleflayment jxst below• • .•.•. the second course line positioned foaiupWld�y • under the strengthening rfi TV flat tileMi0ander the.... pan portion of the tile, cl"et to the un'd' Npk for- •...' the second course tile toJw.4Vtalled. )•nsure • • • • •. approximately 8-9 in2 OZ .6 58:1 em2) of�adhesive •. contact with the underside of*the tile. • .... (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through Plastic ce Single paddy under ale {When required) Paddy (between ales) Battens optional tt Paddy (under tile) d w onundertaymere�; a x t rn. 2 x 4 in. 1 � sbxpe on top) ale O Eave Course Fascia Weephole loin. 2 (n. Eave closure 10001 Drip edge High ProfllaTlra 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/o" (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 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Contigue in same u1fi11CL. gooses • g ' ••eggs • see* see** •oe•g• •eggs g •• g• • • • • Vov: go • g o.e e • • e090* NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL t) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. when required) 2) Turn covers upside down. Place adhesive in to t In. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. 1No Underlayment �illr o 0 Eave closuri (motor shown) Fascia 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 rave 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 �n courses up toward the r idge. insure • • • � e approximately 65 (419.4,om )r 70 (45 j aq cm2) ""; • square inch adhesive cdrRarwith th%r Mc:side ee.e .e of the pan tile. ease.. , e..e • . eeee ..eeee eeee' • • • 3. Turn covers upside doyvp�lx.posing t17Atieaersida.. of the tile. Apply a mhaimyrpI" (2SA!0fq) x 10&'••..' (254 mm) bead of adhesiaw djrectly on th6 inner • ..... e edge of each side of the cojv* tile. eave • approximately 3/4" (IV mrro) to 1"j25.4mm) �"1"% from the outside edge dAL4ile, inward„ free o2 • e..: foam to allow for expansion. 0000 Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 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) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11