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RF-19-1012Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Ise Date: 07, Parcel Number 1297 NE 100TH ST, Miami Shores, FL 33138 ' 1132050080080 Contacts Permit No.: RF-W19-1012 Permit Type: Roof Work classification.-T-He Permit Status: Approved Expiration: 11/04/2019 JOHN J BRADY III Owner 1297 NE 100 ST, MIAMI SHORES, FL 331382603 ALPERO GENERAL CONTRACTOR Contractor ALFREDO PEREZ 6830 SW 104 ST, PINE CREST, FL 33156 Business: 7863577414 LETIMANRI@YAHOO.COM Inspection Requests; Description: RE -ROOF TILE. Valuation: $ 13,000.00 305 762-4949 Total Sq Feet: 2,664.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $2.60 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $337.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $337.40 Check # 275 05/07/2019 $337.40 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 regulating construction and zoning. Futhermore, I authorize the above named contractor to doXe work stated. s 7 - zam Authorized Signature: Owner / Applicant / Contractor / Date May 07, 2019 V Page 2 of 2 Miami Shores Village r��cEvED Building Department JMA07ohs10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Tel: (30S) 79S-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 / 4 FBC 20 I � �O i BUILDING Master Permit NoRF 05— )e--7—)(o( 2-- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC 0 ROOFING REVISION EXTENSION RENEWAL []PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1297 NE 100 STREET City: Miami Shores CountV:&Miami Dade Zip: Folio/Parcel#: t' ^ 3.20 T-. O ? Q Is the Building Historically Designated: Yes NO !.— Occupancy Typ;Z� Load: Construction Type: ROOF Flood Zone: FIFE: FFE: OWNER: Name (Fee Simple Titleholder): JOHN J. BRADY Phone#: Address: 1297 NE 100 STREET City.. MIAMI SHORES State: FL zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ALPERO GENERAL CONTRACTOR Phone#: 786 357 7414 Address: 8900 SW 126 TERRACE City. MIAMI state: FL zip: 33176 Qualifier Name: ALPERO GENERAL CONTRACTOR Phone#:13F'o��OerlDr/ State Certification or Registration It: CCC13281 Certificate of Competency It: DESIGNER: Architect/Engineer: Phone#: Address: _ Value of Work for this Permit: $ 13,000 Type of Work: ❑ Addition ❑ Alteration Description of Work: RE ROOF TILE City: _State: _ Square/Linear Footage of Work: 2664 ❑ New ■❑ Repair/Replace Specify color of color thru tile: Bo rG I Sed O JV20 z Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ Zip: ❑ Demolition CO/CC $ DBPR $ Notary $ Double Fee $ _ Bond $ �6 - 0C)� f TOTAL FEE NOW DUE $� • t (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 Zi 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 estimoted'volue exceeding-$2540, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. —,,A xSignature Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this The forggoing instrument was acknowledged before me this day of 20by P day of 20 by Y� who is personally known to who is personally known to me or who a ^F@d4eed— as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ********************************** APPROVED BY identification and who did take an oath. `'t,lll el}YIlly,ltlt NOTARY PUBLIC: Ile OMint: a`.' o a r' r . a t fjru ? ��`Z �,�1,•♦ C � Plans Examiner Structural Review SIRES o • c *'. �Q, pag2E,2020 2. o pub ic o•: Ctcr Aa��' 4� ♦♦•• Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County https://www8.miamidade.gov/Apps/PA/propertysearch/#/report/de... OFFICE OF THE PROPERTY APPRA.ISER Detailed Report Property Information Folio: 11-3205-008-0080 1297 NE 100 ST Property Address: Miami Shores, FL 33138-2603 Owner ........... _.... _...... ................ JOHN J BRADY III .... _.................... ____....................... ...... ... ............. .._............... ......._ 1297 NE 100 ST Mailing Address MIAMI SHORES, FL 33138-2603 _..__. -.. _..---- PA Primary Zone _._._. .. ........ 1400 SGL FAMILY - 3001-3250 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT .......................................................... ........ ............... -....... ..................................... ................... ............................................ Beds / Baths / Half ----.............................. ............... ....... ............. -.......................................................................... 3/2/0 ..__..............._......_................_. Floors 1 Living Units 1 Actual Area _.... ........................ 2,311 Sq.Ft ........ _.... ............. ..._........................................................._.........................................._...._.. ....................... ........_.................. _........... _..__...._......_................ Living Area .................................-....-...............................................................................................................-.............................................................................................._.......................... 2,227 Sq.Ft ..........._ Adjusted Area ...................... ..................................... ......................... ........................................ 2,147 Sq.Ft...................... .... ........... ...........-.................................................................................. .-............ ............._......... Lot Size .__............... __........... _...__ ................. 7,950 Sq.Ft .......... .... _..... ........................... ........................ .... Year Built 1950 Assessment Information Year 2018. 2017 2016 Land Value $286,036, $286,036 $266,033 Building Value $128,820` $119,545 ..... _._ $119,545 _.. XF Value $2,3851 $2,414 .......... $2,444 _ ............... -. ........ _ ........... Market Value ............ $417,241 ` _..._........... ... $407,995 ... _... ........... $3 88 022 _......_._....__.......................... .........._..._.........................................._................__.._....._........;...._---__............................._._......__.........._..................................._.... Assessed Value $263,623 $258,201 $252,891 Benefits Information Benefit ;Type 2018 2017 2016 Save Our Homes iAssessment $153,618! $149,794i $135,131 Cap Reduction ............ ............ ...... , ...... _ ..... ................_.. Homestead Exemption ............ .... ........ $25,0001, ....... ..... $25,000 ................ $25,000 .............. Second Exemption $25,0001 $25,000 $25,000 Homestead _ Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 5/7/ Taxable Value Information ...._........_........................................... 2018 ................... ............................................ 2017 .......... ............................................................................... County ........ ..... ........................................ ... ............................... ..................... ........ Exemption Value $50,000 ... $50,000 $50 .._. .. Taxable Value $213 623'. $208,201 $202 __..._..... ___........... School Board Exemption Value $25,0001 $25,000 $25 Taxable Value ........ ........_ ._. $238,6231 _. .... _ $233 201, $227 city Exemption Value $50,000 $50,000 ......... $50 ..................................................._............__.........................................................................._.....................:.............................................._...._..... Taxable Value ........ _....... $213,623 $208,201 $202 _..._- .... ..._._._ Regional �$50,000 Exemption Value $50,0001 $50 Taxable Value $213,623j $208,201', $202 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser a Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/twww.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: _� �,n --� • �i �.�j 1 j Property Address: /d- P 9- W • e - &D D — - y (" Roofing Permit Number: Dear Building Official: - bnn�•`1 �' certify that I am not required to retrofit the roof to wall connections of my building because: ,W6 just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signatur Print Name State of Florida o�Mtss/0 U Number y County of Dade _ :o3 GG025355 Ey,PiRES The undersigned, being the first duly swom, deposes and says that he/she is the owner for ttfe 4 ' Ttmmoo: g,�tioned. Sworn to and subscribed before me this y 4 y da of,,,��''p�b��C'rS�Ne�``.� Notary Public, Sate of Florida at Large I --- a�� • 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. Revised on 5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) 1 High -Velocity Hurricane zone Uniform Permit Application Form. -bow Section A (General Information) Master Permit No. Proce No. Contractors Name Ae.1E I v 1 Job Address_ ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set TiIQs. ❑ Asphaltic Shingles ❑ Metal Wood�hil�Ql�s/Shake Panel/Shingles les 's ... ....� • ❑ ❑ Prescriptive BUR-RAS 150 " ' ' "' ROOF TYPE000000 • ❑ New roof ❑ Repair ❑ Maintenance Reroofing . • • • •Gl Reooveri• • • • : • * 0� nga ROOF SYSTEM INFORMATION : 0* *0 00 � •: Y. ....,. ... . ..... Low Slope Roof Area (SF) A Steep Sloped Roof AREA (SSF) Za # Total (SF) W • • Z �.: ... �.. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and &Arfl(fw drai 2 n 0 lions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. r+ .lfl0liJlle dime n 1 I 1; 1 i 1 I' 1 1 1 1 mm MMM MEN mm MW :C in FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) 5.37 Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to 15.37 c Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: �0.ar C 1 Notice of Acceptance Number: (u .- f n of y Minimum Design Wind Pressures, If Applicable (From RAS 127�o Calculations): P1: 3 P 1: �o `b P 1: Deck Type: • 1 Roof Slope: Type Underlayment: 30 �� M ��'2 6 • • • •••• 1 • • 12 •••••• � •� • Insulation: — - •••••• •1 • Fire Barrier: ...... ... . • . ... RidgeVentilation?t� ? Fastener Type &Spacing:•C 146.IS 9 N •�•��• Adhesive Type: Qo 1 • • • • • • •1 • Type Cap Sheet: Mean Roof Height: 1 Roof Covering: 'A 1 1 1 Type & Size Drip 5:yciEdge: 1 - Q OC FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License i Agreement. No further reproductions authorized. I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1'X'. x XQ'1E = i!-U - Mg:=?.(1= M,, (P2: S.1 x�.0 �� Product Approval M, � 1 _ ?j s = 21�) - M9:2 1= Mn I-3A3 Product Approval M, (P3:100. } xX 0.)IS=31.jZl - M9: •bI = M,, 7 4. 1 Product Approval M, _a ( _ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below Product Approval M, .""0000 • M. reouired Moment Paci¢ton-* Mean Roof Height • • Roof Slope 15' 20' 25' 30' •: • 40' . ..•.r� 2:12 34.4 36.5 38.2 39.7 • • •.2 3:12 32.2 34.4 36.0 37.4 • 39.8 4:12 30.4 32.2 33.8 35.1 • 37.3 5:12 28.4 30.1 31.6 32.8 ..••.t.9 6:12 26.4 28.0 29.4 30.5 •4 7:12 24.4 25.9 27.1 28.2 •3p.0 • *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of gyLet and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L _ - x w: _ ) - W: _ x cos 0 _ = F, Product Approval F' (P2:_ x L _ = x w: _ ) - W; x cos 8 _ = F, _ Product Approval F (P3:_ x L _ = _ x w; _ ) - W; _ x cos 0 _ = F, _ Product Approval F' 15.40 FLORIDA BUILDING CODE - BUILDING, Sth EDITION (2014) 1 15]Kill] 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. _Renailing wood decks: When replacing roofing, the existing wood roof deck %aoy*. ;9ve to ...... be renailed in accordance with the current provisions of Section R4403. (The Troofdesk is usually. • .' concealed prior to removing the existing roof system). 009000 006: . 0 * 0 .... .... . . 4. Exposed Ceiling: Exposed, open beam ceilings are where the un 8grside of the'oofdecking: can be viewed from below. The owner may wish to maintain the architectural pep . �rence; therefoV;, • • • • • • roofing nail penetration of the underside of the decking may not be acceptable.•T,%Qrovides the option of • maintaining the appearance. 0; . . ' . . . . ...... `...... 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that ft*tof 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 R441 . Owner ignN ure ate Contracto p e Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; MIAMI•DADE 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.gov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, i-968". or . .... ...... suspend the use of such product or material within their jurisdiction. RER reserves the right to.reioke. this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or matj;i l jails to mep the � • � � � • requirements of the applicable building code. ...:.. . This product is approved as described herein, and has been designed to comply with the FloridaBuilding.Code ;'•'•; including the High 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 log(a city %tate ai folrowing.... 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. 16-071 1.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Sernino 0 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a systern using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" �'... concrete roof tile with two nail holes. or drect deck,,,, thickness = 1-5/32" batten, mortar set or adhe;y;Sej applic:ti %. • • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, htM ATessure Extruded .... • • Split Shake Width = 13" concrete roof the with twMnToles. For'direct deik,..: thickness = 1-9/32" • batten, mortar set or adhesive set applitation* Top.. .... .... ... surface produced with 4 djV;refit confLggatipns: • �; 1. Complete tile bruil;0%.' '.. ...... 2. Right half brushed(®hown in drawing) .� 3. Left half brushed • • • • • • • 4. No brush .'. ;....; Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressur;rUruBed Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-1 12 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 MIAMMADE COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Battens) The Center for Applied Project No. 307025 Wind Driven Rain fOCt!1994 Engineering, Inc. Test #MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing •••;•• Dec. }991 ....% Appendix 11 & III TAS 108 (Nail -On) ••"•' ' Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing .��. .A��1994 ....Y• TAS 108 (Nail -On) Redland Technologies P0631-01 .•..•. Wind Tunnel Testing g.••.• ..• ••�•.• Julyoi994 ••••.• TAS 108 (Mortar Set) .••... . .' Redland Technologies P0402 Withdrawal Resistance Testing Of :Se pt:.] 993 . •..:. screw vs. smooth shank nai f s • • Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties g41.1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 52011 1-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 MIAMMADECOUN Y Expiration Date: 04/26/22 • Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. • • • • . . .... ...... . . • 4. INSTALLATION •••••• •• •••••• 4.1 4.2 ...... 000000 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componentc4all be instau®d in strict • compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 1. 2 • • .....• • • • • • • • •; . ... . ..... Data For Attachment Calculations • and Dimensions I x w • Table 1. Average Weight (W) ( )• Tile Profile Weight-W (Ibf) Length-1 (ft) .'. Width-w (ft) :.. .. • Saxony 900 10.9 1.417 •1.i18. • Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Shake & Deck Deck Deck Deck Slate, 6.95 Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 18 Screw 30.8 30.8 18.2 2 18 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (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 32.2 ••• Table 5: Attachment Resistance Expressed as a Moment Mf'(t0-Tbp ••• for Two Paddy Adhesive Set Systems • • • • • • • • "' Tile Tile Application 11Qiri um Attacbment:" Profile '....Resistance ••• Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 3•: •„ •••••• 59'.4 .. • 1 See foam adhesive manufacturer's component approval for installation requirements. • • 2 The Dow Chemical Company TileBond'" one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.9 3 40.4 4 93 5 45 6 3 Large paddy placement of 45 grams of Polyset0 AH-160. 4 Medium paddy placement of 24 grams of PolysetO AH-160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 MIAWDADE COUNTY= Expiration Date: 04/26/22 • 1 I• Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 7 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". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALEj);UPLANT)••„ LOCATED UNDERNEATH TILE • • • • • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 ff-MIAMMADECouWTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES UNDERLOCK I SAXONV 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE ff-MIAMMADE COU� F-UVel"Joll •0:00: •• •• 1-9/32" (Shake) V9660 .. •*00 . a 000 04V6 0006 0 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES 1i PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE •• 00 1-9/32"(Shake) .... ...... NOA No.: 18-0509.17 MIAMMADE COUNTY Expiration Date: 04/26/22 2MI Approval Date: 08/02/18 Page 9 of 9 M IM I® � QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet• the requirements of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with the Floridd Btlilding.Co42: including the High Velocity Hurricane Zone of the Florida Building Code. ' • • : • • DESCRIPTION: Polyglass Polystick Underlayments ...... ... . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city cfate and fo?lowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.: • • : • : • ..... . . . . . ...... 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and:heV4as bedh 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 I through 8. The submitted documentation was reviewed by Freddy Semino. , NOA No.: 17-0614.22 MIAMMADECouNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/$" 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 Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. 6 F x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 32'10" x 3'33/8" TAS 103 and 130 mils thick ASTM D 1970 65' x 3'33/8" TAS 103 and 80 mils thick ASTM D 1970 A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed a s a metal roofing and roof tile underlayment. • . . .... ...... . • A rubberized asphalt self-adheri'ltg, pblyestei'r0forced •. waterproofing membrane. Desiini:d'as a a roof tife • • • underlayment. 0 • •' • •' A rubberized asphalt waterproohhg*nembratid,'g'lass- ". fiber/polyester reinforced, witli a rTAlular surface: • • • • .. . .. ...... designed for use as a tile roof under itayment. • A rubberized asphalt self -adhering, grass-fi*Wladlyester reinforced waterproofing memlrane. Designed as a meta; • • • • • roofing and roof tile underlayment. 0*00 • • 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. 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. 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with a sanded back face and a granule top surface. For 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 Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc LABELING: EVIDENCE SUBMITTED Test Identifier P10870.09.08-R1 P 10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS I I q • ASTM D1970 & TAS tlq• PUSA-035-02-01 TAS 103 • • * : • 9 PUSA-055-02-02 *00000 TAS 103 PUSA-089-02-01 0 * • 0 TAS 103/ASTM D4798 &*Qj55 JX20117A TAS 103/ASTM D4798 &Gi55: RX14E8A TAS 103/ASTM D4798 DX23D813 TAS 103/ASTM D4798 &rj155' DX23D8A TAS 103/ASTM D4798 &231SS. Date 12/04/08 04/13/09 07/01/10 03/02/ 11 04/26/ 11 09/01/ 11 10/19/11 08/07/ 12 07/02/13 05/12/14 10/03/14 10/07/14 1.0J17/ 14 • A6(27/ 16 JON2Z/ 16 09429/06 j;(10/07 ' ANQ4/09 • 04%O1N08 11 f09/09 02L1%110 02/18/10 •..• 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. MAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"jVU&lap. (for . . .... ...... base sheet only) Membrane: . . Elastoflex S6 G, hot asphalt applied ...... .. ...... Surfacing: See General Limitations Below. 000000 • .... .... . . .... Deck Type 1: .... ..... ...0000. ..... Wood, non -insulated ... . . .. ...... Deck Description: Min. 19/32" plywood or wood plank ....... . ... .' System Type E(3): Base sheet mechanically fastened to deck, subsequent cap m8mbrAe 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"M81ap. (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. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. . . .... ...... GENERAL LIMITATIONS: ' 1. Fire classification is not part of this acceptance. ...... .. . ...... 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and PolyWok MTS P"may b$" used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rooft4esystemseand�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 an oof the systems* • • • Polystick TU Max may be used in non-structural metal roofing and roof tile systems.. ; • • • • • • Elastoflex S6 G may be used in roof tile systems only. ""•' 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMI•DADECOUNTY Expiration Date: 09/13/21 Flaaft'gnol Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with:he.agproved"He System • • • ; • Notice of Acceptance and applicable Florida Building Code requirements. When batteRare required, Ilidy 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 andwo• void dropp>,n� of :' • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadntg procedure •-•two tiles • • • • laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,•? "otal d'1•s �1P.s — for •' • • • all underlayments except Polystick MTS which shall be loaded onto battens. .. .. .. ...... • • •••••• POLIMCKTU Plus NOA No.: 17-0614.22 MIAMaDADECouNTY Expiration Date: 09/13/21 ,...• Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC 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 acc%ptable. . 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 edgg:jqr as pa %0*,1yglass .... Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimuT.L r�;metal dis( as • • required in Miami -Dade County or simplex type nail as otherwise allowable in other regiw, at a m"wwm rater of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area,•area para cimer" on ..... the face of membrane, with the above stated nails and/or disks. The head lap membrant-t• s overtkekroa beings . • back -nailed. (Please refer to applicable local building codes prior to installation.) • • • • • • 0090• • ...... . . 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full conta:t. 0 6 6..;. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform lay%of Polyglass ;. ...; Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB "ashing C&n@n0e,. ' XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied inbetween 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 MAMMADE COUNTY Expiration Date: 09/13/21 1 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 401bs 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.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION i 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. D TION' ICP Adh . ID t® AH-160 . . •••• •••••• ESCRIP esrves o yse • ..... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.GE:state an40llowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. * * e e ... • • •••• •••• ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and aar 4lwe•has brno@change• 9 • • • 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•revisibn or han$o in the'•`•• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endole" of any product, fo; ... • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with aV lgetion 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 Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 0000 PRODUCTS MANUFACTURED BY OTHERS: ofV • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA,.,Zkich list attachment ;,,,,0 resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. Poo* • • • • ' 0000 MANUFACTURING LOCATION: ' .. ...... .. .. 1. Tomball, TX. ; • • ; • ; • ....% PHYSICAL PROPERTIES: go.• • • •. • Property 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 @ -40° 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•DADE COUNTY Expiration Date: 05/10/22 Fil ...• yn 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 Test Name/Report Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 .... 528454-2-1 TAS 101 . . .... 3K98 ...... • 528454-9-1 " 528454-10-1 520109-1 TAS 101 520109-2 •�� ...... ��•• ... . •.; �� ..... 520109-3 520109-6 ��•�•• ..�••. ' 520109-7 . . . . ...... 520191-1 TAS 101 03 711 520109-2-1 •• •• •..• • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. , 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 0 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. .... S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to'2 minute: afteNCP AdNgNes Polyset® AH-160 has been dispensed. • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordanLe-with the . 'Placement Details' herein. Each generic tile profile requires the specific placement noted 4iet ein. 00000 • •••• •••• NOA No.: 17-0322.03 QMLNMI-D�ALDE couNTY Expiration Date: 05/10/22 o ' Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: .. • • • • • • . • All approved products listed herein shall be labeled and shall bear the imprint or identifiable nxwkiVof thee.. 0 • • . • : • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approwd" 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 ke�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 ::::feughpbdicconwmt nady hra y —luly id) t�ndeolajm•nl • loll , ~� FfNoansaptixMA ° EavoCourx Fasrla Erse Ua.utM _,�� Nell through pbstic cement lwhen requlredl l 2ln.wla Batten: opMsonal i t wwwclafflure Fesda IW Ihxvu0pistlle Rsdoll+ lA�ne+ehTdMl (wean roqu0radh tMdectaytpetr�e loin. k 2 im v4da e.ecan: optlanat o 6w. Cos,rse< Fwda Weephok 10 In. 1n. Cav d0swe IDAP644 OD] APPROVED 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 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned gi Shown under the pan portion of the the closest tv tbd . a a a a a overlock of the tile beingem 0 • • aaaaaa •a a •a.aaa 2. Continue in same mannef.11mare approximately 176 .... (109.7 cmZ) — 23 (148.4 giW1 9%uare igeli adhesive • • contact with the underside of the tile. • • • • • • • a • ...... ... a 00000 .. .. .. ...... . . . . ...... aa.a.. .. .. a a High Profile / Single Pan Tile � * 0 0 0 • 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 cmZ) — 23 (148.4 cmZ) 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 "I fArouuh oaltic oment *hen rewindl F% APPROVED E« Gbrr 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12(77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile.'. .. . . •.• ••...• •• ,t •••••• 1. Starting at the eave course, �p�lYminimum 2 (50.8• mm) x 10" (254 mm) x 1" (24.g[ pm) foam pj¢dy • • • • onto the underlayment positrWW4,1s shofpw>.dtr the • • pan portion of the tile closesttotke overlort of the tile being set. Insure approxima-"y 17 (109. cm2) — ...... 23 (148.4 cm2) square inch fftive contact with the go underside of the tile. *see*: 2. At the second course, apply a mininum T' OV.Smm)' • x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) kan Rlweugh pbstic u IvAen mqulrrd P.ddy IA�twetslil�1 Ikn R a �tCrns eptloerl EWM Course aseie vr��#idk loin. 2 bn. E+rre dosurr Grip edge MIAMI•DADE COUNTY High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cmZ) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... ... . ..... .. .. .. ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nan through plastic cement (when required) Paddy (between tiles) Battens optimal Y e Paddy polder tile) an � oiit� Singlepaddy on umderlaym In. !```• 2 it a -3 of e to z in Eave closum FlaVLow ProfieTile Ha® through plastic cement Single paddy under tile (whenrecluired) Paddy (between tiles) Battens paddy (under tile) Single pad ontopeftile 1 isdin. x41n. sloe, an �n l� 10 b�. 21n. r Easre Closure Eave Course Fasda Medium PratlleTile APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 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 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) c6fa0hesive contact with the underside of tke tile. •.. Y. • . •.... • (Instructions continued on nekt p&kg) • ...... . ...... ... . ..... 00 so ..•... • . . •.••.• .. .. • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hat through plastic Single paddy under tCe twhen requhrecil paddy tbetweentiles) Battens I opciana Paddy tender tilel =� 'iix 4 in. y 2 x 4 i Paon We top t Eave Cparse 1Weephole to ln.2 in. Eave closure Drip edge High prafila wle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (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 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. . . .... ...... .:.... .... 0000 •...• ...... ... . ..... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 sq. In contact with Mn pan tile. 2) Turn covers upside down: Place adhesive in to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq.In. contact area. p Underlayment 1',00- Eave closurd (motar shown) Fascia 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 save end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY •• •s s Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm') — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave e approximately 3/4" (19nnmJato 1" (2S.4.rrim) ...... from the outside edge ofethe ti4e, in,�yardefire of +9 foam to allow for expai'[ 15:!s • • • 000000 Turn cover tile over after ioaia is app?iWand •• • •0, •••r• place onto pan tile course. nsure a minimum of e 20 (129 cm2) - 25 (161 �3, .Y squareine4 s, • contact area on each side. p f 14e cover tiLe to the • • pan tile. Continue in sane Miner. Trim #way • any cured exposed foam adhesive. lieoMMA of longitudinal edges of t;& eov;r tilesare e e a 00000 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