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RF-18-3712Q F�$ -3-4 12 0�//- - A Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address issue Date:12/19/2018 Parcel Number 122 NE 105 ST, Miami Shores, FL 33138-2033 1121360130680 Contacts Permit NO.: RF-1 2-18-3712 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 06/17/2019 ROY AND MARGARET MEVERS Owner ROY AND MARGARET MEVERS Applicant 122 NE 105 ST, MIAMI SHORES, FL 331382033 122 NE 105 ST, MIAMI SHORES, FL 331382033 Other:3057560156 Other:3057560156 DESIGN HOME REMODELING CORP Contractor ANTHONY GERACI 290 NW 161 ST, MIAMI, FL 33169 Business: 3059492627 Description: ADD STRAPS TO ROOF TO WALL CONNECTIONS Valuation: $ 34,950.00 inspection Requests: AND NEW TILE ROOF TO EXISTING HOME AND ADDITION r05-762-4949 Total Sq Feet: 2,900.00 Fees Amount Application Fee - Other $50.00 CCF $21.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $7.00 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $352.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $352.00 Check # 5675 12/19/2018 $302.00 Check # 5662 12/18/2018 $50.00 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 AFFIDAV T: I certify that all the foregoing information is accurate and that all work will be done in mpliance with all applicable laws regulat' g constructi n nd zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Sig December 19, 2018 / Applicant / IContractor'\ / Agent Page 2 of 2 u Miami Shores e Villa g Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 DEC 18 1018 INSPECTION LINE PHONE NUMBER: (305) 762-4949 cpb �I BUILDING PERMIT APPLICATION F-IBUILDING ❑ ELECTRIC ROOFING FBC 20179f Master Permit No. PLC- 1P) -(0 Q Q Sub Permit No. V_-� s - � i2 ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Jt � JOB ADDRESS: ZZ Ne 105 City: Miami Shores Countv: Miami Dade Zia: 33 /3a Folio/Parcel#: /1- 413t,P ' ©1 0&90, Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: GrK V Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 60 1E tm ew-e f- S Phone#: 3DS 8I Z LvS oz 2 Address: �nt j 2-z ti om- _ % o J- s' - City: , ' , `1 A 2 %Of e_ S State: � ( Zip: _ 33 Tenant/Lessee Name:, t ©Lo o-e f- Phone#: Email: T \0 V _Fd"k s 2 A- @ S�(1(� Pt 11 • �© OA k_jn CON' Addr City: Qual State DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: Type of Work: ❑ Addition Description of Work: _3 0 ❑ Alteration S Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $, Radon Fee $ hone#: City: State: — Z�ip, C Square/Linear Footage of Work: � `6) ❑ New jg� Repair/Replace ❑ Demolitionl Training/Education Fee $ -- I!ro%r `Iry CCF $ CO/CC $ _ DBPR $ Notary $ "1694 I Ive rA 6 D Double Fee $ c, -r- p Bond$ �C 119 94f TOTAL FEE NOW DUE $ 30 2 . CX) (Revised02/24/2014) 'Print: AL RT SEARA Seal: otary Publl - State of Florida * 5 Commission # FF 185218 My Comm. Expires Feb 24, 2019 FOF F�P``��`` Bonded through Natio I Notary Assn. APPROVED BY r Bonding Company's Name (if applicable) Bonding Company's Address ' City State Zip Mortgage Lender's Name (if applicable) ' Mortgage Lender's Address City '1State Zip t Application is'hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all,work will be performed to meet the standards of all laws -regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE -OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY." IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is, issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. rd7t,Signature Signature OWNER or AGENT CONTRACTO The foregoing•instr ent was acknowledged before a this The foregoing instrument was acknowledged before me this clatofda of �� 20 by I dayof N OV e—VV\ tD�� : 20 by C0 who is personally known to .� r V \no�C�c who i ersonally known o me or who has producedhcl C., as me or &caand produced as identific�tio nd who did take an oath. identi ' who did take an oath. NOTARY PUB NOTARC: 1\ 1 Sign: V* \\ VN\ Sign:_ %N\ \ \ \X\XJ\ " Print: Seal: , �` "� ALBERT TgEARA Notary Public - State of Florida =•' Commission FF 185218 My Comm. Expires Feb 24, 2019 ***************** Plans Examiner Structural Review (Revised02/24/2014) f Zoning Clerk 12/18/2018 Propertv Search Application - Miami -Dade County OFFICE" OF THE PROPERTY APPRA ISER .*.d.` Summary Report Property Information Folio: 11-2136-013-0680 Property Address: 122 NE 105 ST Miami Shores, FL 33138-2033 Owner ROY E MEVERS IV &W MARGARET H Mailing Address 122 NE 105 ST MIAMI SHORES, FL 33138-2033 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,936 Sq.Ft Living Area 1,592 Sq.Ft Adjusted Area 1,759 Sq.Ft Lot Size 12,300 Sq.Ft Year Built 1939 Assessment Information Year 2018 2017 2016 Land Value $307,517 $307,517 $264,010 Building Value $122,426 $122,426 $122,426 XF Value $403 $409 $415 Market Value $430,346 $430,352 $386,851 Assessed Value $253,745 $248,526 $243,415 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $176,601 $181,826 $143,436 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 11 & 12 BLK 121 LOT SIZE 100.000 X 123 OR 14250-2155 0989 1 COC 23704-4776 08 2005 1 Generated On: 12/18/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $203,745 $198,526 $193,415 School Board Exemption Value $25,0001 $25,000 $25,000 Taxable Value $228,745 $223,526 $218,415 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $203,745 $198,5261 $193,415 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $203,7451 $198,5261 $193,415 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/2005 $475,000 23704-4776 Sales which are qualified 09/01/1989 $75,000 14250-2155 Sales which are qualified 03/01/1986 $60,000 12835-1487 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/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 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. ;' Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only.person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU .HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS Signature: P. , Owner .State of Florida t County of Miami -Dade The for oin as'acknowledge before me this �� day of � . ef20� By ,i who is personally known to me or has produced as identification. X\AM\V,•s��� PGa ALBERT SEARA Notary: ;'?* *�; Notary Public - State of Florida • = Commission # FF 185218 SEAL: ,�j 10��°`0� MY Comm. Expires Feb 24, 2019 Bonded through National Notary Assn. ROOFING CORP. A Division of Design Home Remodeling Corp. December 17, 2018 State Of Florida County of Miami Dade State Certified Building Contractor #CBC057069 State Certified Roofing Contractor #CCC057409 Before me this day personally appeared F. Anthony Geraci who, being duly sworn, deposes and says: That he will be the only person working on this project Located at 122 ne 105 st Miami shores. I - V:Jd02!V A F Ant ony Geraci �J Contractor Sworn and subscribed before me this 17th of December 2018 by F Anthony Geraci ally Known v� Albert a cm ALBERT SEARA ry Public - State of Florida ommission # FF 185218Notaryomm. Expires Feb 24, 2019edthroughNationalNotaryAssn. • 290 N.W. 161 Street Miami, Florida 33169 • Office: (305) 949-2627 • Toll Free (888) 512-6411 • Fax (305) 749-6657 www.designroofingcorp.com FLORIDp' 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 contractoTIQ prgvide 4e owner with**'::' the required roofing permit, and to explain to!the owner the content of the section. Tha provisions o: Stctidn R44D2..:. govern the minimum requirements and standards of the industry for roofing system insle4tions. Additionally, the - following items should be addressed as part of the agreement between the owner ant thetOptractC:.jag pwner's • initial in the designated space indicates that the item has been explained. "" • • • • • ...... ... ..... .. .. .. . ...... 2. Cr;2!Renailing wood decks: When replacing roofing, the existing vioodroof deck mays have to...:. be renailed in accordance with the current provisions of Section R4403. (The. -roof dgck is esiia11y concealed prior to removing the existing roof system). • • • • • r� 4. 1 �ExCeiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Jscuppers w pp s (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ow er/Agent's Signature Dat *ontraVorignature -Date 1Z2 Qe- 105, 5j Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number ZIP LRIW 9;q1Z Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application or V Section A (General information) Q o w F_ Ma*W Pemldt No. Process No. g Contractor's Name �e51ttWA&A` i• Q `� Job Address v� e �r �(' •'�) w f. j 1 �,... i 1 y, ; ROOF CATEGORY I r; r WIlt n•"?'; 1 O Low Slope `r ❑ Mechanically Fastened Tile MortaN t3h . D .1 ❑ Asphaltic Shingift, 1$ 201� ❑ Metal Panel/Shingles O ox WZ'79 M le f@ i*alj � �2 0.. O Prescriptive BUR-RAS 150 . . c� 0 z . ..::. 4A1t4ROOF TYPE ; i.a c_ ; • •'p Q t 1 0 . � V n_ 6 I a -....... New roof Repair ❑ Maintenance Reroofing , "• • I OQ R 141A§ ; g- �• ! 1 ROOF SYSTEM INFORMA ON 1 Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF) 1 A900 g, 9©10 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. t 1 . 1 1 1 1 �• 1 1 1 1 1 1 1 1 1 1 1 t � 1 I 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by.1CC (ALL RIGHTS RESERVED); accessed by Eliezer palacio on Jun 8. 2015 10:32:12 AM pursuant to Licensc Agreement. No further reproductions authorized. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D(Steeig_§lgpe_d„Roof System) o Roof System Manufacturer: lit 14- Ioo % � Notice of Acceptance Number: • •0*0!00 • • 00 ...... . Minimum Design Wind Pressures, If Applicable (From RAS 127.df CWculaWj 3q �' I .... Ig I 00 ...... . .. . P1: P2: PI Maximum Design Pressure From the NOA S eciic S stem : AY.Jlvo ' Method of die attachment: o • •' •' eD rorry Steep Sloped Roof System Description Deck Typ Roof Slope: �:12 Ridge ventilation? N� ': f co Tr Inds ayment: I _ lU t+ /' Mean Roof Height:__ ELM sm I N A- _ ar Type & Spacing: ' �� �S � J-5 / p 1heet: ESQ :%%.4 P SeI Covering: D i r 1 Type & Size Drip dge: zx 3 �l �s NAIIs l� /c Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E,�TIIe Calculatlonsl For Moment based the s ystems, choose either Method i or 2. Compared the values for M.with the values from M,. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the dle attachment method is ac ceptahie. • • • • • I Metbod. 1 "Mo eat Based Tile Calculatons Per RAS 1277 . `T ' .. • (f 't?3, 7 = 71 I s � _ M=; 3� m b'�rt t'i' ' Z NOA 11* I • mi: : � 3 M 21 3 Mg — i�il • Z NOA 1MIt • • :X •3►3 �3- Mg:g. 0!� Aj;j3•4SV NOA1Nr'u'`f '••••• Method 2 "Simplified Tile Calculation Per Table Below"..'..' ' Required Moment of Resistance (Mr) From Table Below NOA N • • • • • • • Mr Required Moment ReslstancO "Mast be used In conjunedon with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12r Frt:_ NOAF Fn: — NOAF Frs: — NOA F' . Where to Obtain Information Description Symbol Where to find Deslp nowx-t: Pi or orP3 MS III Ta io I or by so e*aaaft awlr4 jroaW by PE based oa ASCE 7 Man Roafkkw H Job Site Ro"Slopeg Job site M2knkbWtiPuer NOA moment dw to NOA AftubmwaRnift=M< NOA Rvq4iwdMqwaAReAftnw MMMUM A F' ROA Requhvd U AycmV Tile W ' W NOA Ilk Dimensions t yr - width NOA All alc.Wow mast be mbmitt d to d. WWw 6=1 at &a time ofpwWt MIAMI-QADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Crown Building Products of Florida, LLC 6018 HWY 72 Arcadia, FL 34266 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.aov/eConomv •••••• • •• •••••• SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of cAnk;uction•materials. Tlie• • •; documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pro&wttontr4f 98etYon to be... used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictt"(*AHJ).. • • � • � ..: • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou&V* Product Control Section • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reverve tie right to -have this.•:. product or material tested for quality assurance purposes. If this product or material fail$ to perform to t) a accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immeMatety revQlte,.Vdify,•or • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tliig 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. DESCRIPTION: Windsor Roof Tiles 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 consists of pages 1 through 8. The submitted documentation was reviewed by Juan E. Collao, R.A. COUNTY NOA No.: 14-1006.03 / MAMFDADEExpiration Date: 01/29/20 Approval Date: 01/29/15 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Windsor Roof Tiles, as manufactured by Crown Building Produ%* at Florida,. LLC as described in Section 2 of this Notice of Acceptance. For locations where th;,plesspre re* �ments, as•�:• determined by applicable Building Code does not exceed the design pressure values abtsiirled by tal�jations . • • • compliance with RAS 127 using the values listed in section 4 herein. The attachment calcxklans shall be done ag a • moment based system. • • • • ...... .. . ..... 2. PRODUCT DESCRIPTION • .. .. .. . ...... Manufactured by Dimensions Test P'tl}rt • Applicant Specifications De criptibn • •. • • .�.... Windsor Shake L = 17" TAS 112 Flat, interlocking, con&te tije equipPCd with t+•••; W = 13" nail holes. For direct deck or battenedAhil=on, H = 1.2" mortar or adhesive set applications. Thickness: 0.59" Windsor Split Shake L = 17" TAS 112 Flat, interlocking, concrete tile equipped with two W = 13" nail holes. For direct deck or battened nail -on, H = 1.3" mortar or adhesive set applications. Thickness: 0.59" Windsor Slate L = 17" TAS 112 Flat, interlocking, concrete tile equipped with two W = 13" nail holes. For direct deck or battened nail -on, H = LY mortar or adhesive set applications. Thickness: 0.59" Trim Pieces L = varies TAS 112 Accessory trim, concrete roof pieces for use at W = varies hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) 3MTM 2- Component Foam Roof Tile Two component polyurethane 3M Company Adhesive AH-160 foam adhesive. TILE BONDTM Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile Bermuda Roof Co. Inc. mortar. Bonsal Roof Tile Mortar Premixed, pre -bagged roof tile Bonsal American mortar. "Quikrete" Roof Tile Mortar, FL-15 Premixed, pre -bagged gray roof The Quikrete Companies, Inc. tile mortar. NOA No.: 14-1006.03 MIAMtiDADEC )UN Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 2 of 8 2.2 MANUFACTURING LOCATION 1. Arcadia, FL 2.3 SUBMITTED EVIDENCE: Test AEency Test Identifier Redland Technologies 7161-03 Appendix III 7161-03 Appendix II Letter P0631-01 P0402 The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Walker Engineering, Inc 94-060A 94-084 25-7094-2 25-7094-8 25-7094-5 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 520109-1 520111-4 520191-1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report PA 102 & PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108 (Mortar Set) Withdrawal Resistance Testing of screly vs. smooth shank nails • • PA 101 (Mortar Set) PA 101 (Adhesive Set) • . • • PA 102 ...... (4" Headlap, Nails, Direct Deck'Aew Construction) • • • • • • PA 102 (4" Headlap, Nails, Battens)' PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) PA 102 (2 Quik-Drive Screws, Direct Deck) PA 102 (2 Quik-Drive Screws, Battens) PA 102 (1 Quik-Drive Screw, Direct Deck) PA 102 (1 Quik-Drive Screw, Battens) PA 100 PA 101 PA 101 PA 101 Aerodynamic Multiplier Moment of Gravity 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date Dec. 1991 Dec. 1991 Aug. 1994 July 1994 ooe • Sept. 1993 • • • • • Marsh, 1994 .... ;•Pb1•ay'1994 •••�� .Oct. 1994 :.00I•.1994 • • • • • • Oct. 1994 :....: Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1998 March 1999 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 December 1996 December 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 14-1006.03 MIAMMADECOUNTY Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 3 of 8 2.3 SUBMITTED EVIDENCE (CONTINUED): Test Aeency Test Identifier Test Name/Report Date American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment 09/18/14 Aerodynamic Multiplier 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 pe.%rmed in aM dance with TAS 106. ••�;�• • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratoq.TAperforgi quarterly Wt•••; in accordance with TAS 112, appendix `A'. Such testing shall be submitted totbe.Miaml-1JAreProduct... Control office for review. • • • • • • • • • • • .. • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applimtions Sttmdards listed• • • • section 4.1 herein. ' 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slofa Mass sta%$"" otherwise by the underlayment material manufacturers published literature. • • • • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in cawl�hce with applicable building code. 3.7 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. 4. INSTALLATION 4.1 Windsor Roof Tiles 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 Weight-W (lbf) Length-1 (ft) ' Width-w (ft) Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers - A (ft ) Tile Profile A (ft) (ft) Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, 0.289 0.313 Windsor Slate NOA No.: 14-1006.03 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 4 of 8 Table 3: Restorin oments to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12"Profile 7":12" or greater Windsor Battens Direct Battens Direct Batten Direattens Direct Battens Direct Battens Direct Shake, Deck Deck JtB Dec Deck Deck Deck Windsor Split Shake, 8.27 8.26 8.19 8.17 8.07 8.047.91 7.87 7.72 7.67 7.50 7.46 Windsor Slate :...: • . • Table 4: Attachment Resistan Ex essed as a Moment - M& Ib) ; • • • for Mechanically'Wftched Systems ...;.. Tile Fastener Type Direct Deck Direlf Deck :..8:Oens Profile (min 15/32" (min*1b732" • plywood) p1m9d) '..'.' ... .. NOA No.: 14-1006.03 C Expiration Date: O1/29/20.... , Approval Date: 01/29/15 Page 5 of 8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Windsor Split Shake, Adhesive 2 31.33 Windsor Slate 2 See manufacturer's component approval for installation requirements. 3 TILE BOND Roof Tile Adhesive; Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160; Average weight per patty 8 grams. • Table 6: Attachment Resistance Expressed as a Moment - Mt Ib1) V.•0. for Single Patty Adhesive Set Systems • • • •: • • • Tile Tile Application .Nhlmum ptWCament Profile •••• Resistance •': •••••• •• • ••• Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 • • • • 11 I4 • • • • Windsor Split Shake, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 : : 4GA . Windsor Slate 000000 are paddy placement of 45 grams of 31VI2-Component Foam Roof Tile Adhesive A 16Q* 0 : © edium addy placement of 24 grams of 3M 2-Component Foam Roof Tile Adhesive A -16 . . . Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Windsor Shake, Windsor Split Shake, Mortar Sets 39.0 Windsor Slate 6 Seespecific mortar manufacturer's Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". WINDSOR SHAKE, WINDSOR SPLIT SHAD, AND WINDSOR SLATE ROOF TILES (LOCATED ON UNDERSIDE OF TILE) NOA No.: 14-1006.03 , Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 6 of 8 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. PROFILE DRAWINGS ...... . . ...... .. . .. . . . . ...... . .. ...... NOA No.: 14-1006.03 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 7 of 8 " 4 PROFILE DRAWINGS (CONTINUED) WINDSOR SHAKE END OF THIS ACCEPTANCE • • • • T NOA No.: 14-1006.03 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 8 of 8 MIMI® 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.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 ruej$1•s. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Noduct Contrdl Section to 68 used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction CAHJ). : ' • • • • • ..... • • • 000000 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 tilErI&ITt to h�ttris • • • • • product or material tested for quality assurance purposes. If this product or material fails toprg4= in theaccgpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, IA&0y,'or ...... suspend the use of such product or material within their jurisdiction. RER reserves the right tv le yoke this acceptance, • if it is determined by Miami -Dade County Product Control Section that this product or matdl-ial falls to ttQet t4 • •' • • • requirements of the applicable building code. : ' ...... This product is approved as described herein, and has been designed to comply with the Floncfa Building �ocfe• • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 MIAMFDADE COUNTY Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Cateeory: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped NO& . . ..... . assemblies. • Boral Citadel Plus 36" x 72' rolls ASTM D 1970 SBS self-adheringas • • • • • • • p• �.:: eet materi� with a • • poly film -facer; for use.pV•q. mid -ply un4erlaym4ir • • ; in sloped roof assemblies...' : •"' • ..... MANUFACTURIGN LOCATION: 1. Brentwood, NH. • • • • • • 2. Houston, TX. . • • ; • • ; EVIDENCE SUBMITTED: • • • Test Aeency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): • Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lipan% '. .. ...... minimum 6" end lap. Place the first course of membrane parallel toee ee..o . 0 e, rolling tiie • membrane to obtain maximum contact. Remove the release membrap;ems the mgmbrine is ; • • • • ; applied. Vertical strapping of the roof with BORAL TileSeal Unddrla}wlsnt is tct2QtJble. AU... end laps and laps without black selvage area shall be sealed under lap�ag an S39 modified.:..' mastic. •• •• •• •••••• Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be backiailed tb""' deck with approved annular ring shank nails and tin caps at a maxApIn 1 f " o.c eat the side • • • • .. . laps. No nails or tin caps shall be exposed. • Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502.03 MIAMMADE COUNTY Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 whin tV% are loaded irectly • • • • to the BORAL TileSeal underlayment; loading boards or battens are required on roof pittlies greatetftn'4:12". • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed a oe • • this •rod ct with • • • • p g Y P ppr.. A 91 P P . specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • • • • • • • • • ..... ... ..... 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice o Acceptance iskh BORAL TileSeal underlayment as a component art of an assembly in the Notice of A � e 4 � ce. If BO • L • • • • Ym p p Y �� P��n � TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiltian (AIJJ) or the �. ••; • Miami -Dade County Product Control Department for approval provided that appropriate doaumentaliori is• provided to detail compatibility of the products, wind uplift resistance, and fire testing results! • • • • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels' Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. 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 CMAMADE COUNTY...� � UN END OF THIS ACCEPTANCE NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 MIAMI-DADS COUNTY MIAM PRODUCT CONTROL SECTION � t 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) wwki.mian,i(iude.tto%�iecononi 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 fectien to be • • • • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictton O1.-IJ). • • • • • .. . .. . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County�.Wcr j ict Cortbj.%ction• • • •; (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tha iot to have this product. or material tested for quality assurance purposes. If this product or material fails to perform in 4ha accepted manner, the. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, met#ify, or suspenY the use..... of such product or material within their jurisdiction. RER reserves the right to revoke -tots• gcceptam .. *if it is• • : • • • determined by Miami -Dade County Product Control Section that this product or material fails to meet the requitements• • • • • • of the applicable building code. : ' . . . ...... This product is approved as described herein, and has been designed to comply with tic F1Qrida Bpitdio• Code: including the High Velocity_ Hurricane Zone of the Florida Building Code. .. :" DESCRIPTION: ICP Adhesives Polyseta 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 l through 11. The submitted documentation was reviewed by Alex Tigera. APPROVE() 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 PolyseeAH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack' 30 & 100 N/A TAS 101 •.•••• Product esari�tion '. •' ....:. Two component poly4eotVane foa6ec6sive' ... • ••••• . . ...... .. . ..... N/A Dispensing Equipment. . .. .. . ' ...... 000000 N/A Dispensing . . Equipment • • . . • • • • • .... .. • . .00 . :000% PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prope Test Density ASTM D 1622 Compressive Strength ASTM D t621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61 bs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Penn / Inch +0.07% Volume Change ra -400 F.. 2 weeks +6.0% Volume Change @ 158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05110/22 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 Celotei Corp. Testing Services Test Identifier 494-060 25781.8-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 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/Rewrt TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 '..'•: ASTM E 108 ...�.. ASTM .E84 •••• 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 ••O••• 04%39/9-j . . 11/16/%4 01/46/95• •..•.. 03/j 409•(f 04/1%?12' 02/21/r2 10/z94 - 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 file profiles. 3. Minimum underlaymcnt 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 file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. �MIAMfDADECOUNTY NOA No.: 17-0322.03 WAM = �, 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 the 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 the 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 Adhesivx-&W Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicator Mash auth o ity having • jurisdiction. • ...... . .. ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is regeired before app4ication • of an), adhesive. The mix ratio between the "A" component and the "B" component shajl bV Vintai VA4zveen • • 1.0-1.15 (A): 1.0 (B). •"• ••••• 6. ICP Adhesives Polvset AH-160 shall be applied with ICP Adhesives Foam Dispenser $WJJMO or 11'.P,•,• ,,,,,� Adhesives ProPac�' 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 I to 2 minutc;,jU1 ICP AdWi`es ;••••; Polyset' AH-I60 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 ADHESIVE PLACEMENT DETAIL # 2 fwhMnt'pcigvitod"itt•mnn{ .„.poddple..nwthTool Bacum Optional k Fa:cla \� �21n"- \W \ F' f -C" f` ~' 4 ,; t s through plastic mment mmqviredl 7n ., &*tTems opti911i1 Frsnr Cour►r = "' ' `' 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 file closest to the overlock of the the being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. ; • 2. At the second course, apply a mininld jrY' (50. ¢inm)'. x T' (177.8 mm) x 1" (25.4 mm) f'oWpaddy onto Ve underlayment positioned as shown untft the • strengthening rib closest to the oyerr&k of theillL • • • being set. , • •• • . •. 3. Continue in same manner. Insur: approximately W" (64.5 cm2) - 12 (77.4 cm2) square inck adhesiypo • contact with the underside of th;o618. Medium Profile / Double Pan Tile Paddy t6eneathIae): Starting at the cave course, apply a minimum 2" (50.8 I 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 file being set. Insure approximately 17 (109.7 cm') — 4 23 (148.4 cm2) square inch adhesive contact with the z-. `�•,�_/ underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) ,f x T' (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 Fauia 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 *a —go ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL ?)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 covertile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment -• o Sheathing Eave closure (motor shown) Weephole Fascia Board Remove top portion of the gave course cover tile. Abut to second course of pan tiles. Ensure aave end of pan and cover tiles are flush at eave line. Two Piece Barret - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. •••••• • •••• • 2. Continue in same manner brilagip; two pair .. courses up toward the ridge.lns"( • approximately 65 (419.4 em2).-.IQ f 451.61,w')- o square inch adhesive contactewitlutbe underside of the pan tile. 00000, ••••' a::- '. • 3. Turn covers upside down a xposinj the upderside of the tile. Apply a minimum 1; V5.4 nit}t :A" (254 mm) bead of adhesive Wrecdy on the jnner edge of each side of the cover tile. Leave• . • • - approximately 3/4" (19 nun) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) 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 �ir4htl�aoECouN7Y Expiration Date: 05/10/22 J ' P PR ' Approval Date: 04/27/17 Page 11 of 11