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RF-18-770 (2) t 4 3 i { Permit NO, RF-348-770 �ehO1s L,� Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NW IN Work Classification:Tile " Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Status .APPROVED toRrvA issue nate:4/9/2018 Expiration: 10/06/2018 Project Address Parcel Number Applicant 18 NW 106 Street 1121360050180 Miami Shores, FL 33150- Block: Lot: BONNIE MEARA Owner Information Address Phone Cell BONNIE MEARA 18 NW 106 Street (305)968-1281 MIAMI SHORES FL 33150- 18 NW 106 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $12,800.00 TOP SEAL SERVICES CORP (305)754-7844 Total Sq Feet: 1800 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF CLAY TILE TO COLOR THRU GRE Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof I Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-3-18-66913 CCF $7.80 DBPR Fee $4.13 03/26/2018 Check#:5413 $50.00 $761.68 DCA Fee $P.75 04/09/2018 Check#`.5425 $261.68 $500.00 Education Surcharge- $2.60 04/09/2018 Check#: 1157 $500.00 $0.00 Permit Fee-New Roof $275.00 Bond#:3708 Scanning Fee $9.00 Technology Fee $10.40 Total: $811.68 a 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. OWN RS AFFIDAVI . I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr oning. Fut re,I authorize the above-named contractor to do the work�stated. Apr�ate 018 Au orized Signature:O er / Applicant / Co ra or / Agent Building Department Copy April 09, 2018 1 t Miami Shores Village I1� =�T,-F F- :, � s g ) Building Department MAR,2 8 10050 N.E.2nd Avenue Miami Shores Florida 33138 _ L - '-- Tel:(305)795-2204 Fax:(305)•756-8972 4 INSPECTION LINE PHONE NUMBER:(305)762-4949 BC 2011 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION_, ❑RENEWAL I ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 u /I/ w 10 L A S'+- i City: Miami Shores County: Miami Dade Zip: 33 JAS o Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 3OAh i C iV% f w Phone#: 3o s 9 ' t 2 Qb) vAddress: 6 �1626•,4 S4- / }City: YM/ I cow A-4' �,L CCSState: �lU/'l �l_�— Zip: 3 3 r S 0 k Tenant/Lessee Name: n A, ' Phone#: Email: 6 anh ' omQA , I � tt f � cti • CONTRACTOR:Company Name: o e#: �� ` r ' )) ' Address: City: 1 tate: Zip: 79 pqw Qualifier Name: i� (,� PhoneM�70C3` _, '_' �?o d State Certification or Registration#: C_!� :5-7,/W j 4 Certificate of Competency#: ., a DESIGNER:Architect/Engineer: Phone#: F f Address: City: tate: Zip: ,Value of Work for this Permit:$ Square/Linear Footage of Work: O� Type of Work: ❑ Addition ❑ Alteration ❑ New ./J:Depair/Replace` ❑ Demolition 'Description of Work: U 1, -54/ - Specify;color"'sof color' thru fitHe ' ' 'w D I�Cy� �Q (YI r�Y{'�' �1�P� Submittal Fee$.SO Gti'' ={ x_permit Fee$ CCF �...�._—......i �aca5, ..:..rv•r� cy rorta•'.yrrv.;j. Scanning Fee$-"` �'""�'R'adon Fee$ '�� DBPR$ �' Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ - TOTAL FEE NOW DUE$��' (Revised02/24/2014) i r i Bonding Com`pany's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address ! r City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to.meet the standards of all laws 'regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. , "WARNING 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_52500,-the applicant must promise in good faith that a copy of the notice of,commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of comme nsuch job site for the first inspection which occurs seven (7) days after the building permit is issued. In a abstice, the inspection will not be approved and a reinspection fee will be charged., Y Signature Signature OVAER or AGENT C NTR The foregoing instrument was acknowledged before me this The foregoing instrumen as ackn(o`wle a ore me this 2 O day of C 20T by -o day of ` 20 by on n c. ' (�p�Ac3� (�Ed,J C1 /Y/Pic,. CA ho is personally known to who is personally known to me"or who has produced as me or who has produced as identification and'who di take an oath. identification an ho did take an oath. i NOTARY UB IC: XT� NOTARY PUBLI , Sign: Sign: Print: Print: Seal: ri�+ouew4awvwe Seale V0V0EJdvswldx3-wwo3e(yy ` ;.: MICHAEL MARTINEZ 0 EI[0�#uasslwwoy =� p `+ ` '� MY COMMISSION#GG041319 'pial j P a CIS-2IIQnd Ae4oN q : _ - '� *J� * R&§sQ�p4gr APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER t Summary Report Generated On:3/26/2018 Property Information Folio: 11-2136-005-0180 18 NW 106 ST Property Address: Miami Shores,FL 33150-1246 + BONNIE J O MEARA =' Owner HARRY TAPIAS Mailing Address 18 NW 106 ST MIAMI,FL 33150 USA PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 1' Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT t} x Beds/Baths I Half 3/2/0 . : Floors 1 Living Units 1 Actual Area, 1,616 Sq.Ft 0: e �?hotglp a y� aZ eF Living Area 1,334 Sq.Ft Adjusted Area 1,484 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2017 2016 2015 Year Built 1939 County Exemption Value $50,000 $50,000 $0 Assessment information Taxable Value $305,379 $298,070 $308,341 Yea'r 2017 2016 2015 School Board Land Value $198,007 $166,118 $166,118 Exemption Value $25,000 $25,000 $0 Building Value $178,599 $180,751 $182,903 Taxable Value $330,379 $323,070 $349,994 XF Value $1,186 $1,201 $973 City Market Value $377,792 $348,070 $349,994 Exemption Value $50,000 $50,000 $0 Assessed Value $355,379 $348,070 $308,341 Taxable Value $305,379 $298,070 $308,341 Regional Benefits Information Exemption Value $50,000 $50,000 $0 Benefit Type 2017 2016 2015 Taxable Value $305,379 $298,070 $308,341 Save Our Homes Assessment $22,413 Cap, Reduction Sales Information Non-Homestead Assessment Previous OR Book- Cap Reduction $41,653 Sale Price Pae Qualification Description 9 Homestead Exemption $25,000 $25,000128930 11/22/2013 $410,000 1086 Qual by exam of deed Second Homestead Exemption $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/31/2011 $240,000 27714 Qual by exam of deed School Board,City, Regional). 4843 06/18/2010 $150,200 27505- Financial inst or"In Lieu of Forclosure" Short Legal Description 1653 stated DUNNINGS MIAMI SHORES EXT NO 1 09/10/2005 $470,000 29777- Sales which are disqualified as a result PB 41-51 2267 of examination of the deed LOT 2 BLK 203 LOT SIZE 75.000 X 123 OR 18163-1533 0698 1 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 httpJ/www.miamidade.gov/propertysearch/ 3/26/2018 1' Property Search Application - Miami-Dade County Page 1 of 3 1 1 t r ` 'A' tll1 1 { i 111 1 When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to MESSAGE approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. 0000 Address Owner Name Subdivision Name Folio SEARCH: 18 rw 106 St Sute PROPERTY INFORMATION 8 Folio:11-2136-005-0180 3 XY4' f Sub-Division: - DUNNINGS MIAMI SHORES EXT NO 1 Property Address 18 NW 106 ST Miami Shores,FL 33150-1246 Owner BONNIE J O MEARA — ,t HARRY TAPIAS ; �...7-7. Mailing Address f ;� 18 NW 106 ST G _ MIAMI,FL 33150 , PA Primary Zone 0800 SGL FAMILY-1701-1900 SO r Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 r_r Floors 1 Living Units 1 Actual Area 1,616 Sq.Ft Living Area 1,334 Sq.Ft Adjusted Area 1,484 Sq.Ft Lot Size 9,225 Sq.Ft F 6 Year Built 1939 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 9 BENEFITS INFORMATION 8 Year 2017 2016 2015 Benefit Type 2017 2016 2015 Land Value $198,007 $166,118 $166,118 Save Our Homes Cap Assessment Reduction $22,413 Building Value $178,599 1 $180,751 $182,903 Non-Homestead Cap Assessment Reduction $41,653 Extra Feature Value $1,186 $1,201 $973 Homestead Exemption $25,000 525,000 Market Value $377,792 $348,070 $349,994 Second Homestead Exemption $25,000 $25,000 http://www.miamidade.gov/propertysearch/ 3/21/2018 Property Search Application - Miami-Dade County Page 2 of 3 -s Assessed Value $355,379 $348,070 $308,341Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board, City,Regionaq. TAXABLE VALUE INFORMATION 8 FULL LEGAL DESCRIPTION 8 I 2017 2016 2015 COUNTY DUNNINGS MIAMI SHORES EXT NO 1 } Exemption Value $50,000 $50,000 S0 PB 41-51 Taxable Value $305,379 $298,070 $308,341 LOT 2 BLK 203 LOT SIZE 75.000 X 123 SCHOOLBOARD OR 18163-1533 0698 1 Exemption Value $25,000 $25,000 $0 Taxable Value $330,379 $323,070 $349,994 CITY Exemption Value $50,000 $50,000 $0I Taxable Value $305,379 $298,070 $308,341 REGIONAL Exemption Value $50,000 $50,000 $0 { Taxable Value $305,379 $298,070 $308,341 SALES INFORMATION e Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 11/22/2013 $410,000 28930-1086 Qual by exam of deed SERGIO VALGA 05/31/2011 $240,000 27714-4843 Qual by exam of deed 2260 HOLDINGS NO 1 LLC 06/18/2010 $150,200 27505-1653 Financial inst or"in Lieu of Forclosure"stated PEDRO TRONGE 8 09/10/2005 $470,000 29777-2267 Sales which are disqualified as a result of examination of the deed ALEXANDAR JOVICICH 06/01/1998 $98,000 18163-1533 Sales which are qualified 12/01/1995 $86,800 17049-1387 Sales which are qualified 11/01/1990 $0 14865-1898 Sales which are disqualified as a result of examination ofthe deed For more information about the Department of Revenue's Sales Qualification Codes. 2017 2016 2015 LAND INFORMATION 9 Land Use Muni Zone PA Zone Unit Type Units Calc Value I GENERAL R-14.25,R-15 0800-SGL FAMILY-1701-1900 SQ Front Fl. 75.00 $198,007 BUILDING INFORMATION 9 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1939 1,616 1,334 1,484 $178,599 ,j Building Sketches Available! EXTRA FEATURES 8 Description Year Built Units Calc Value Chain-link Fence 4-5 ft high 1991 154 $1,186 ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraisers Office records.It is provided for convenience and is derived from other government agencies. http://www.miamidade.gov/propertysearch/ 3/21/2018 Property Search Application - Miami-Dade County Page 3 of 3 LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE # I Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R15- BOUNDARY 15-BOUNDARY Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non-Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector L 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://ww .miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortaVContactFomVContactFormMain.aspx. Version:2.0.3 EXEMPTIONS 5 REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL BENEFITS PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocking Property Search Appealing your Re-Certification Assessment Assessment Disability Exemptions Change of Name Property Sales Appealing Your Assessment Reports Homestead Assessment Information Search Change of Address Tax Estimator Institutional Defective Drywall Exemptions Change of Ownership Tax Comparison &Title I Senior Citizens Folio Numbers Extension Requests Homestead Declaration of Exemption and I Mortgage Fraud Filing Returns Condominium Portability More> More> More> More> More> More> Home Privacy Statement Disclaimer About Us ADA Notice Contact Us ®2014 Miami-Dade County.All rights reserved. i http://www.miamidade.gov/propertysearch/ 3/21/2018 i • r ,SHORES Gi Miami Shores Village Building Department 10050 N.E.2nd Avenue �lrORiDp` Mianii 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: fJ 2?j I 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: �� .� Property Address: S l\JV,-1 I D(P S�— Roofing Permit Number: Dear Building Official: I YWv1,ni R, certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 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) ignature Print Name State of Florida t County of Dade The undersigned, being the first duly swom, deposes and says that he/she is he owner for the above property mentioned. Sworn to and subscribed before me this 2U-N- day of ( I CAMILOA.ESPINOSA Notary Public, Sate of Florida at Large '�°: Notary Public-State of Florida My Comm.Expires Apr 30,2021 • When the just valuation of the structure for purpose of ad valorem xati'Otr eke Ito�'�4df�'4t'&It{r l9P��411ff IJ♦Ss"and a bulding snotconstructed wi�nnor 94 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 5th Edition(2014) y T RECEIVED 1 a r High-Velocity Hurricane Zone Uniform Permit Application Form. MAR 1010 i Section A(General Information) 1 Master Permit No. Process No. Contractor's Name �-1�1 Job Address '::P " t� s?S 1 ROOF CATEGORY • Low Slope ❑ Mechanically Fastened Tile ❑ MortarlAdhesive Set Til ! ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 •••• 1 ROOF TYPE �•• •••• ... [3 New roof ❑ Repair ❑ Maintenance Reroofing •O •RecovefinS • • 0*9000 ROOF SYSTEM INFORMATION • Low Slope Roof Area(SF)2 Steep Sloped Roof AREA(SSF)� Total(SF) ;�� ;••••• :•!�' Section B(Roof Plan) " " •• • •.�... Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and iverUvl drains.Include dimen- 1.' sions of sections and levels,dearly identify dimensions of elevated pressure zones and location of parapets. •••0• ..{■; • (�� 1 0 0 1 i r 1 4 I ' I ! c_ , Q� 1 W -C m I 1 s J l r ! LU - t �I 1 C. o Ciij l _ o O .I 1 ! ■ FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyn8w to.or licensed by,ICC(ALL RIGHTS RESERVED).acmssed by Mx=Pataao an Jun S.201510-32,12 AM pursuant to License { � t � j 1 1 1 Agiecment No Jmdtc repraduaians autbaiad. w 1 t i Florida Building Code 6th Edition (2017) _ e' High-Velocity Hurricane Zone Uniform Permit Application Form Section.D (Steep Sioaed Roof System) Roof System Manufacturer: ZZI Notice of Acceptance Number: l 7 Minimum Design Wind P assures, If Applicable (From RAS 127 or Calculations): P1• P2: ��' P3• •.?J� 1 Maximum Design Pressur3 From the NOA Specific System):_ �' ••••'. Method of tile attachment:' Steep Sloped Roof System Description• ; • .. . .. , ..... Deck Type: 4 4 l ype Underlay nt: Roof Slope: _ 22 nsulation: , -: 12 Fire Barrer: astener Type&Spacing: Ridge Ventilation? I_ dhesive Type �K 41 ype Cap Sheet: - oaf Covering: Mean Roof Height: f Type&Size Drip Edge: 1 , 1 o r Florida Building Code 6th Edition (2017) High-Velocity Hurricane Zone Uniform Permit Application Form r Section E (Tile Calculations) f For Moment based the systems,choose either Method 1 or 2.Compared the values for Mr with the values from Mf-If the M=values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. rip Method 1 "M went Based ile Calcul 'onsPer RAS 127" (PI: z a 1J1 = —Mg: 111x1 NOA 11� (Pz= 7r a —Mg: a NOA (P3: z � �k»i 1—Mg: -11� 3� NOA 1Vk Method 2�""S�im/plified Tile Calculation Per Table Below" Poll Required Moment of Resistance(M,)From Table Below NOA 1% M,Required Moment Resistance* ••• ••• Mean Roof Ight — • Roof Slope 15' 20' 2S' ••3Q'•• •40t.i ... i. 2 38.5 • • 32.2 UAQ • ... .. 2 1 3M .•.. 5:12 28A 30.1 31.6 0:006t.- 6:12 • • • ..•. 26.4 28.0 29A 32A •••• • :1225.8 2T. . .2. .0 • 'Mut be used in conjunction with a list of moment based the systems endorsed►by tie •., • •.. Bro and County Board of Rules and Appeals. �..'•• • F Uplift based We syste a Method 3. 6mpared the values for F'with the v nes for F.If the F' nes are greater th or equal to the F,values,for each a ea-of the roof n the the attachment met d is acceptable. Method 3"Uplift Based To Calculations Per RAS 127" w:—_—J—W: zCos 8:_= 011:_ NOA F1 w:—_)—W: zcos 0:,— F12:_ NOA F' (P3:lzl:_=_z w:=_)—W _zcds8:_= F,3:_ NOA F' I Wherk to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P RAS 127 Table 1 or by an engineering analysis preparod by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Mnl' ber NOA Rector'ReftriDg Moment due to Gmvity M Attachment ResistanceWVe NOA ReVired Moment Resistancecalculated Minimum Attachment ResistanceNOA R Uplift ResistanceCalculated Avera eTi1eW ' tNOA Tile Dimensions NOA All calculations must be submitted to the Building Official at the time of permit application. let I t ' � r M M'hi�NJhC3 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1,1805 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.i!ov/economy Boral Roofing,LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 ' SCOPE: a 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 rro�ajt Control Section (in Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the'i'ghf to have this* .• product or material tested for quality assurance purposes. If this product or material fails to p grMril in the aeeepted ....:. manner,the manufacturer will incur the expense of such testing And the AHJ may immediately evoke, modify, or •• suspend the use of such product or material within their jurisdiction. RER reserves the right*W rpyoke this a�'0.eptance, • if it is determined by Miami-Dade County Product Control Section that this product or material fails to mq4 the . requirements of the applicable building code. •• •• • This product is approved as described herein, and has been designed to comply with the Flo:?M:B;ilding Code • including the High Velocity Hurricane Zone of the Florida Building Code. �0•�� •�; ESCRIPTION: Barcelona 900 Concrete Roof Tile .. . 60996 ...... 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. 2 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 tliis 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 ai the request of the Building Official. , This NOA renews NOA No.1270222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. r OUN NOA No.: 16-0711.01 MIAMI•DADE CTY •••� , Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 T { f ROOFING ASSEMBLY APPROVAL Category: Roofing 'Sub-Category: Roofing Tiles Material: Concr6te 1. SCOPE This approves a roofing system using Barcelona 900 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 m 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 0000 Manufactured by Test Product • Applicant Dimensions Specifications DeScLiOtton •••• ••••�• Barcelona 900 Length= 17" TAS 1.12 High profile, interloMfit!ene-pie*%*'$"shaped••::• Width= 13" Type— 1 a high-pressure extrudWdb'PtCrete rooftile a • i. ''/z" thick equipped with three gMi o1Soles. Fx1t dict deck•••'; or battened nail-on,"e%ItpPanicalI�fastened, ••••. 969 ' , mortar set or adhesiYg `••S � licat•lons.. .0000 100 . 666099.. 6966.9 6 Trim Pieces Length:varies TAS-112 Accessory trim, bo;stedBtrcelona, c9ncrete �� Width:varies roof pieces for use $t hips,,rakes}ncrgt1' and 6• • varying thickness valley terminations Alnui`acture�@Jo.r ach tilt'•••; profile. •• • 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL { 2.2 SUBMITTED EVIDENCE: Test Alzency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails j Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) MIAMI•DADE COUNTY NOA No.: 16-0711.01 , Expiration-Date: 04/26/22 Approval Date: 10/27/16 r Page 2 of 7 d a } f Professional Service Industries, Inc. IC-1320-94 Physical Properties Feb. 1995 TAS 112 The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhesive Set) i June 1996 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied Engineering,Inc. 25-7688-5 Static Uplift T6sting June 1996 TAS 102 (3" Headlap,Nails, Direct Deck,New Construction) The Center for Applied Engineering, Inc. 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap,Nails,Clips) *00 t Celotex Corporation 520111-3 Static Uplift Testing �C 1998...... Testing Services 520191-2-1 TAS 101..• Marrh 1999 •• Walker Engineering, Inc. Calculations Aerodynamic Mdltiptl'er ••09/01/16 ••'••• Walker Engineering, Inc. Evaluation Restoring Momen"Qpe to .. OW01/16 ;'•'•; Calculations Gravity.... ..... American Test Lab of South Florida RT0617.03-16 TAS 1 12% *(V/29/16 ��•�•• 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 in accordance with TAS 1064 rnay required, refer to applicable building code. 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 Department of Regulatory and Economic Development —Product Control Section for review. 3.4 Minimum underlayment 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 applicable building code. i NOA'No.: 16-0711.01 MIAMI•DA®LINTY Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 I r 4. INSTALLATION ' 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For'Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 x Table 2: Aerodynamic Multipliers -A (ft3) so *so •••• r Tile Profile A (ft3) 1k. ft •• . . . Batten Application Direct D"Applicatibrt• •o ••• Barcelona 900 0.286 A301 .. o 1 .... . .. ..... Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)•••••• •••• •• •• .. .. p .. . .. ... Tile 2":12" 3":12" 4":12" VAT' 6"� Co :7":12" or •• •;• Profile ;•gtd8ter . ... Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens *Direct Batt", Direct • 900 Deck Deck Deck Deck Deck • Deck 6.19 7.07 6.19 7.-00 6.19 6.90 6.06 1 6.76 5.92 6.60 5.76 f Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) ; a for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile -(min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank 5.1 6.8 2.8 Nail 2-10d Smooth or Screw Shank 6.9 9.2 7.3 Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank 23.1 23.1 19.0 Nail Field Clip) 1-10d Smooth or Screw Shank 29.3 29.3 24.0 Nail Eave Clip) 2-10d Smooth or Screw Shank 27.6 27.6 38.6 Nails Field Clip) 2-10d Smooth or Screw Shank 38.1 38.1 41.8 Nails Eave Cli t ' MIAMI-NTY NOA No.: 16-0711.01 C� ' Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 F i t i Table 5: Attachment Resistance Expressed as a Moment = Mf(ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4"tile headlap and fasteners are located a min. of 2'/"from head of tile. Table 6: Attachment Resistance Expressed as a Moment_Mf(ft-Ibf) for Two Paddy Adhesive Set`Systems •�•• Tile Tile Application :Mighpum AtWhment'• •;• Profile •• ResisAbnrcd 000.00 •• .. Joe* Barcelona 900 Adhesive' ...:.. 29.321 See manufactures com onent a rov I for installation re uirements. 0000 .02 TILE BONDTm Roof Tile Adhesive;Av rage weight per paddy 10.7 grams. •••• ••ICP Adhesives and Sealants, Inc.'s IC 8•Adhesives Pol set AH-160; Avera a wei ht er edeIrams.*••• .. .. 00 0 000000 Table 7: Attachment Resistance Expressed as a Moment- Mf:( I59 ? for Single Paddy Adhesive Set Systems •••••• •.• Tile Tile Application Minimum 9ttaptpent• • Profile Resistfihcb Barcelona 900 I CP Adhesives Pol set AH-160 66.53 I P Adhesives Pol set AH-160 38'.74 3 Large add lacement of 63 grams o ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. 4 Medium paddy placement of 24 qrams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Sets 24.5 6 Seespecific mortar manufacturers No ice of Acceptance t ' i C•DADE COUNTYNOA No.: 16-0711.01 Expiration Date: 04/26/22 a Approval Date: 10/27/16 Page 5 of 7 E f l i I r 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". 1 I I LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 21....• ...... LOCATED UNDERNEATH TILE • 6. BUILDING PERMIT REQUIREMENTS .... .. .... . .. ..... 6.1 Application for building permit shall be accompanied by copies of the followings •• 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by the Building Official or applicable buildingcode in order to properly evaluate the installation of this system. ••••:• ' � t k f i 9 F 1 4 I NOA No.: 16-0711.01. CMIAMI�-DADECO=UNTY 1--. Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 k I 1 PROFILE DRAWING NAILNOLES r� OVERLOCK 6/8 (7 n w ". ••• •• • • • • • `'..� a seat i • • • • •••••• UNDERLOCK � •••••• . . . . ...... •• • •• 7 BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE { i MIAMI•DADE COUNTY NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 .T a , r MIAMI 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.aov/economv CertainTeed Corporation 18 Moores Road t Malvern,PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 000 documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pr9duct.Controt&00jt ian to b4 •• used in Miami Dade County and other areas where allowed by the Authority Having Jurisdic'tyyrf(1;HJ). . .' 00000. 00 .. .••••. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County arp>"t Control.Section . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve tho raght to have this :..60: product or material tested for quality assurance purposes. If this product or material fails to perform in the aceepted 00:0% manner,the manufacturer will incur the expense of such testing and the AHJ may immediately=edQke,mpdhr,pr 09000 9.00 suspend the use of such product or material within their jurisdiction. RER reserves the rightta Moke this acceptance;046:9 if it is determined by Miami-Dade County Product Control Section that this product or matenVot ' ..to meet fle • requirements of the applicable building code. �•000.. 0000.0 0 This product is approved as described herein,and has been designed to comply with the Flort44,8u=lding CpdG "; including the High Velocity Hurricane Zone of the Florida Building Code. 00 DESCRIPTION: CertainTeed Underlayment Systems 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 revises NOA# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-1028.02 MIAMI•DAD;COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems,as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: 9999 Test Psodust '9999' 9999.. Product Dimensions . ,. Specification Descri�ptren • • • r WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reiriTN d,bituminsus she •••�� Manufuring rolls material for use as an url4rLyment ip sloped roof•••; Location #1 assemblies. Designed 34&941e&r3ir?"Ild. 96066...6.. 9999 9999. WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced ino(fiCte� fberglass reinforced*•*:6 Manufuring rolls bituminous sheet matelal its;use ascan 9999:. Location #2 underlayment in sloped.roof assemtlfe%"' Designed as an ice&raitu'lield. WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaced modified,`fiberglass Manufuring rolls reinforced,bituminous sheet material for use as an Location #2 underlayment in sloped roof assemblies'. Designed as an ice.&rain shield. Diamond Deck" 48"x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use Manufuring rolls Type II under shake, shingles, slate or metal roofing. Location #3& 4 MetaLaymene' 39'/8"x61' ASTM D 1970 A film surfaced, self-adhering underlayment for Manufuring rolls use under metal roofing. ' Location #1 t ` Black Diamond"" 39'/8"x 68' 7" ASTM D'1970 Granular surfaced modified, fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. } Location #2 Designed as an ice&rain shield. Not for use as an Anchor Sheet.Direct adhesion to wood deck a not permitted in the HVHZ. {' NOA No.: 14-1028.02 i MIAMI-DAD,COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 t E i TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product + Specification Description Flintlastic GTA 39'/8" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 39'/8"x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type II Manufuring Location #1 •••• DryRoofT"TU 39'/8"x 61' TAS 103 A polyester fabric surfaced,self-adfierin; ......ll00000 ...... rolls underlayment. • Manufuring ...... Location #1 •••• •• • • • Flintlastic GMS 39_3/8"x 32'10" ASTM D 6164 Granule surfaced SBS 11QoaMed BituWa "-"'• .. .. .. ...... Manufuring rolls Grade G membrane with non-wovon polyester mal •. Location #1 Type I reinforcement for moi appl;cation. •••• • . ...... Flintlastic SA Cap 39'/8"x 33'11" TAS 103 Polyester reinforced, s8l'f-adhering SM wiodifi2d rolls bitumen ca sheet. •• • Manufacturing p Location #1 Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnated, organic felt reinforced + Manufacturing Type 1 with glass fibers,roofing underlayment. Location #S MANUFACTURING LOCATION: 1. Little Rock,AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport,LA , i NOA No.: 14-1028.02 MIAM4DAD,couNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 3 of 9 , S , EVIDENCE SUBMITTED: F Test Auncv Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31G8D ASTM D4661 09/05/08 AX31G8G ASTM 06222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM 01623 01/12/10 F C32240.03.10 ASTM D4977 " 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 030280.12.09-R2 ASTM 0226 -::::K/1l/09 C31410.10.10-R1 ASTM D5147.A%T.M 1P4798,. 11/02/12 030890.03.10-1 ASTM D4970-- •.Q3/l7/10..:. C40050.09.12-2 ASTM Df 996•• 09/28/t2 C34940.09.11-R1 TAS 103,ASVM1623 V. '),0/04/rl .... . .. ..... C32930.01.11-R2 ASTM DI¢t;. g:::*Ql/20/T4*** F C45240.01.14-1 ASTM D1970,TMJ 10 01/15/14 t C45240.01.14-2 TAS 103,AS 118 •O 1/24/Woo% . . . . ...... PRI Construction Materials CTC-075-02-01 ASTM D1rj23 ' .'•.•10/07/11 • Technologies,LLC CTC-075-02-01 TAS 103 10/07/11 CTC-093-02-01 ASTM D6164,ASTM D4798 08/09/11 CTC-189-02-01 ASTM D1623 11/18/13 CTC-163-02-01 ASTM D6757,ASTM D226, 05/09/13 ASTM D4869 F InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 F I 1 j MIAMI•DADE COUNTY NOA No.: 14-1028.02 .Fj... , Expiration Date: 11/24/19 Approval,Date: 06/04/15 Page 4 of 9 1 I APPROVED ASSEMBLIES: Deck Type 1: Wood;Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened'to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to<4:12) One or more plies of Diamond Deck with a minimum 20"headlap'ahti.a 12" end lap mechanically fastened to deck with approved nails and tin AVs O.o.c. at the'side lap" edge and in a grid pattern spaced 12" o.c. in the field of the roll.Verticaljoints sfiouid be offset •• 36"minimum. Surfacing: Shall be acceptable for use in approved asphaltic-shingles,wood shallo"&shingles,q arry ..... slate,and metal roof.applications. Must Comply with applicable Roof4Vtpplicjtiop-�tandarc!s•- and Building Codes •• •• •• •••••• . . . . ...... . ...... Deck Type 1: Wood,Non-insulated .. .. . Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above)Two plies of Roofers' Select with a minimum 2"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to<4:12)Two plies of Roofers' Select with a minimum 19"headlap and a'12"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side'lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes 9 1 ' NOA No.: 14-1028.02 �UNMIAMI•DADE COUNTY • ..OYMJ Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 { r t , Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum_ 4"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular,WinterGuard Sand,MetaLayment, DryRoof TU or Black Diamond Base Sheet self-adhering membrane adhered to the anchor sheet with a minimum 3"h'adlap and 6"end lap. Place the first course of membrane parallel to the eke Foking themembrane 10 obtain maximum contact. Remove the release membrane as the mergt�a�his appy ;'ertic a1� strapping of the membrane is acceptable. If membrane is strapped,trpp:"hor sheetmust alsp be strapped. 0000.. 0000 0 00 000.0 Surfacing: Shall be acceptable for use in approved asphaltic shingles,wokV'od shit%shingles,,Marry ••0•• slate,and metal roof applications. Must Comply with applicable RoblirfgApplicafibn 3tandafGV•; and Building Codes ' ., 0090.. . 0000.. . 999999 .. . 00 . 0 9 t I F E MIAMI•DADE COUNTY NOA No.: 14-1028.62 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 6 of 9 a , y Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4"side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle(900)to the slope of the deck with approved annular ring shank nails and tin j caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in a full mopping of, ' approved asphalt applied within the EVT range and at a rate of 20-40,Lbs./;q. •• ••• • . . 000000 .. .. 0000.. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphAt applied within the . 0000.. EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch appktd to the seceding sheet or DryRoof TU, Flintlastic SA Cap,self-adhering membranes adhered t0 the precedlAg sheer• ••• with a minimum 4"-side lap and 6"end lap. Place the first course of i%"Wane paHZ%to the*•••• eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the•'•:• membrane is applied. Vertical strapping of the membrane is acceptgbl;.Ijmem�rar a is • 0000.0 strapped,then anchor sheet and ply sheet must also be strapped. 0600:0 • . . .0000. .0 . •• • • When used in Tile roof systems the cap sheet shall be back nailed to deck with applsoved annular ring shank nails and tin caps at a maximum of 12"o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. t Surfacing: •Flintlastic SA Cap,Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA. •Flintlastic SA Cap,Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118,RAS 119,RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY MIAMFDADE COUNTY NOA No.: 14-1028.02 � Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 7 of 9 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 3 1. This Notice of Acceptance. a 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cad membrane shall be acceptable for use in asphaltic shingles, wood shakes & shingles, ate a ld ' tal roof P P g g g11Y � n applications. CertainTeed underlayment roofing systems utilizing Roofers' Select sIWl.be.accep?�W8.$)r use.j.:. asphaltic shingles. ...:.. . 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA•Et% Flinfastio GTA*or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set'at"mechatlicaily fasteiie4•• roof tile systems as specified in the surfacing option of the approved assemblies. ":": 0 0':'. ""' 4. This acceptance is for prepared roofing applications. Minimum deck requirements Sbau $e in co`m1aliaonce with oe applicable building code. CertainTeed underlayment roofing systems shalt be install:d i$ strict compliance applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, 8rean'and dr 'oerface vAth deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, ' MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may.be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami-Dade County Product Control for approval provided that appropriate documentation,is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. ! t 9. 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. 10. 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. ' 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) MIAMI•DADE COUNTY NOA No.: 14-1028.02 ... Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 f t $ A M LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoof`"TU3 Flintlastic GTA3 Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12 Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on ,top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles`shall be stacked parallel to the slope(See Figure 2 below). 'The following is applicable to all systems using Flintlastic SA Cap: *Slopes uto 5:12,Profiled Tile—Stage by placing two tiles perpendicular.to the so C f4llowed.bY%aximum6•.• four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure i.boiow). �f,.•.. ...... F *Slopes greater than those shown in the above table—Horizontal batten strips are re'uiren. Stage tires touchir10..: horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See'i re I Uelow).touch:; ` •i.• • •• ••••• 'The following is applicable to all systems using DryRoof'TU and Flintlastic GTA: •••••• •... ..:..' •Tiles shall be stored on battens on roof pitches greater than 6:12". . . . . ...... •• • Slope Slope ,,,a� 10 4,k Side View � .- Figure 2: Batten Method Front View Front Figure 1: Staged Method, View E Figure 2: Batten Method END OF THIS ACCEPTANCE f MIAMI•DADE COUNTY NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 � MIAM(•DiADE f °Deliverinw,Exc•e/lence Every Day" ------ MIAMI-DADE COUNTY I=--- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Itl is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zon6j are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmaxokip.provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoningjp%de, shbttld be addressed ed of the agreement between the owner and the contractor. ' 00 .00.00 - .. 00 000000 2. Renailing wood decks: When replacing roofing, the existing wood root mayba4 to baa"": ren led in accordance with the current provisions of Chapter 16 (High Velocity Hurpio a Zo;es`�617 the Mfitla Building Code. (The roof deck is usually concealed prior to removing the existing fddf A; stem+)'*:'- •ss• -- -- i- - 0000-- 3. Common roofs: Common roofs are those which have no visible delinef8kof etwepn npighboriug;. un s]((ie. townhouses, condominiums, etc.). In buildings with common roofs, the rovftng.ontre.cTor and/q..--; owner should notify the occupants of adjacent units of roofing work to-be performed.•• ' .. . 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi ed from below, The owner may wish to maintain the architectural appearance; threfore, roofing nail penetrations of the underside of the.decking may not be'acceptable. The owner provides the option of maintaining this appearance. 5 cau water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. * 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oveaded from a build up of water. Perimeter/edge walls or other roof extensions mF y block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overf ow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, P•-'umbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in a or of the structural assembly (the building itself). The existing an:.ount of attic ve�rtilation shall not be red ced. Owner's/Agent's Signature: Jate: Contractor's Signature: Permit Number: Property Address: (/i TOvrk i r MIAMI DYDE COUNTY PRODi:CT CO>\TROI.SF,CTION 11805 9W 26 Street,Room 208 DEPARTMENT OF REGULA'T'ORY AND ECONOMIC RESOURCES(REIT) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .vNv v.miamidade.rov/economy ICP Adhesives and Sealants,Inc. 12.505 NW 44"'Street 1 Coral Springs,FL.33065 SCOPE: •••••• This NOA is being issued under the applicable rules and regulations governing the use of r.Qias ructioi%iaaateraals. T4v,**:. documentation submitted has been reviewed and accepted by Miami-Dade County RER -Psaduat.Control Section toy • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi0iori•AHJ).r• •• • .. .... . .. ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dade Court"j'lpduct Control Section:..• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve Uv*dglt to ha 4"s prodtg4ot•••• or material tested for quality assurance purposes. if this product or material fails to perform.isithe•accepted manner,the •, manufacturer will incur the expense of such testing and the AHJ may immediately revoke;rnodif , or Up;off the ttsC•••• of such product or material within their jurisdiction, RER reserves the right to revote VS acceptance, if it:i.�...: determined by Miami-Dade County Product Control Section:that this product or material faiN*to dieet tV�equ+rements • 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: ICP Adhesives Polyseto AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "iVliami-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 j 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 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 1 i i a t ROOFING COMPONENT APPROVAL: Category: Roofing , ' Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'k' AH-1.60 as manufactured by ICP Adhesives and Sealants,Ine.'as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by,ApNlii able building code, do not exceed the design pressure values obtained by calculations in complia6ice with Roof*nl;• ...•;• Application Standard RAS 127. For use with approved flat, low, and high profile roof tile system;using.?Q ; '0 Adhesives Polyset"I AH-1'60. 009000 •' " """ d 640.9. 6666.. 6666 .. PRODUCTS MANUFACTURED BY APPLICANT: •4 6 0 •• 0 •0. Product Dimensions Test Produet�>�Cniptior6 .. 6666. Specifications 00 "" '•' 6666.. ICP Adhesives N/A TAS 101 Two component po tyueklane foam adhesivo••�• Polyset'AH-160 :""6 • ICP Adhesives Foam , N/A Dispensing Equipment* •0• • Dispenser RTF1000 4• ICP Adhesives ProPack" N/A Dispensing Equipment 30& 100 t PRODUCTS MANUFACTURED BY OTHERS: 1 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: 1. Tomball,TX. PHYSICAL PROPERTIES: f Property Test Results 1 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./Ft'- Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2.126 +0.07%Volume Change @-40'F., 2 weeks +6.0%Volume Change @I 580F., 100%Humidity, 2 weeks t 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-DAD,COUNTY Expiration Date: 05/10/22 Approval'Date: 04/27/17 Page 2 of 11 1 i t f EVIDENCE SUBMITTED: Test Aeeney Test Identifier Test Naine/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA 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 12/2795 i.... ...... Miles Laboratories NB-589-631 ASTM D 1623 41/01/94 •••„• Polymers Divisiongo • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 •..... (UlWct ..... ...... : .. ..... Southwest Research Institute 01-6743-011 ASTM E 108 •••••• 11-'1 6)94 .... •• 01-6739-062b[i] ASTM E 84 0).116/95 •. Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 :•••• P36700.04.12 ASTM D 1623 •• (01811p • P39740.02.12 TAS 101 02/21%12 TAS 123 ' o- Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat, low, &higH tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMbDAD;COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. iCP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of iCP Adhesives Polyset1° 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 the assembly NOA. • . .... ...... 3. iCP Adhesives Polyset' AH-160 and its components shall be installed in accordance LVR0SofingCApQliaation •� Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating instruction and Nlak-tanance Booklet. •••••• 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensecrt�IM Adhesives and 0.00••; Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applica*oO§*:Q the auiiclrity'having.... jurisdiction. • .*:..: : .. ..... 5. Calibration of the iCP Adhesives Foam Dispenser RTF 1000 dispensing equipment-is f tlut►'ed beforApa lication0'•:� of any adhesive. The mix ratio between the "A" component and the"B" component sUl Wriaintainen between • 1.0-1.15 (A): 1.0(B). 0 0.00•• 6. ICP Adhesives Polyset�'AH-160 shall be applied with ICP Adhesives Foam Dispenser R• 0 .p. 0000' 70F1;000 o��CO . Adhesives ProPack'30& 100 dispensing equipment only. •• • 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I to 2 minutes after iCP Adhesives Polyset' AH-160 has been dispensed. 9. ICP Adhesives Polyset' A14-160 placement and miniriium patty weight shall be in-accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. w 8 4 NOA No.: 17-0322.03 MIAMI•DAD;COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low, High All Eave Course 17-23 sq.inches 45-65 Profiles Flat, Low,High Profiles #1 17-23 sq. inches 45-65 l Flat Profile #2 10-12 sq. inches X03"0 1 Low Profile #2 12-14 sq. inches ••• �0 •• High Profile #2 17-19 sq. inches •;•• -3O '• "' 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 .... • .• ••••• • *00 Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 10 :17 j7 grams der bead edge)20-25 sq. inches each • • bead 0 '••••• . • • .. ... Two Piece Bagel(Pan Tile) Two Piece 65-70 sq. inches 34 granl5,W114 r pan • LABELING: 1 All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: { As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. l NOA No.: 17-0322.03 MIIAMI•DADE p COUNTY Ex iration Date: 05/10/22 IIID o Approval Date: 04/27/17 Page 5 of 11 k ADHESIVE PLACEMENT DETAIL# I KWthr6ugKp1a1tk.CWft t r,.Paddy ,...aan Ut) Flat/Low Profile Tile j'W bM r•qulrwd\ , triirtm4lt�ri } 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm) x l"(25.4 mm)foam P paddy onto the underlayment positioned as shown, h under the strengthening rib closest to the Overlock laltw " of the tile being set. 1M~f Camp ti 2. Continue in same manngr. Inure appi oxlmately 101 e• (109.7 cmz)—23 (]48.4 cti12)squareincl!adhesive •• a ,•*e*(V •• •• ••.•• contact with the underst e Ile tile. . �21Aii�xcl� •••• •• • • • • • 00:00: 000 • •••••• •cement ••••• •• Medium Profile/ Double Pan Tile` 0 0 Nall through p 'tastik • (when reruirvP i .00 • •••••• 1. Starting at the eave course,'apply a n-it*jtn9*Pn 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. 14 in,s l }w �Irsawl�r , Bakens•p&lor�al `` 2. Continue in same manner. Insure approximately 17 (109.7 cm')—23 (148.4 cm2)square inch adhesive contact with the underside of the tile.' w Eav• 'ourz• Fascial kol I { % +Iyaaia High Profile/Single Pan Tile ...-- ` 1. Starting at the eave course,apply a minimum 2" 1P+nd�trl�ynaa+it �. .— `'� ` (50.8 mm)x 10"(254 mm)x l"(25.4 mm)foam ~ ,Y paddy onto the underlayment positioned as shown Wit, under the pan portion of the tile closest to the Overlock of the tile being set. e�rt.�x 2. Continue in same mannerAnsure approximately 17 optional (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Mmphok 10lin ia. cursed9sure NOA No.: 17-0322.03 MIAMI-DAD;CONI Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 1 p a 4 ADHESIVE PLACEMENT DETAIL#2 l OW Uhro4a :siream•ee PaddyW*"**ih1TWa Flat/Low Profile Tile ndarixyrrw ` 4 I. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10"(254 mm)x l"(25.; nip)foam paddy. onto the underlayment positionetI ;;.4•hown tp Zier the ••.... strengthening rib of thefile closel:"the oler1crl of •� li r' In, the tile being set. Insure approximatdly 17 (109.7 cm2) '••••• —23 (148.4 c1112)square inch lljh�sive contact v6ith the •• Eavacou underside of the tile. ..� •• •. ••• • ` 2. At the second course,apply arniiygium 2"•(5Mmm) •••• x 7(177.8 mm)x 1"(25.4 fnm)•fdam p giddy onto the .• , ` underlayment positioned as$hoei under +w- . •...;. ✓ , strengthening rib closest to tlit'overlock* he the • EnoCIGMWMM being set. •..••• •••••• • r 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12 (77.4 cm2)square inch adhesive contact with the underside of the tile. 4 Heil through phstic cment Medium Profile/Double Pan Tile n requlcadt Paddy 1. Starting at the eave course,apply a minimum 2"(50.8 tad•rrayixNmr r mm)x 10" (254 min)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the , the being set. Insure approximately 1.T(109.7 em'-)- r -- 23 (148.4 cm-)square inch adhesive contact with the Batmnsu,raorrnt Q underside of the tile. 's 2. At the second course,apply a minimum,2" (56.8inm) r s x 7"(177.8 min)x 1"(25.4 rnm)foam paddy onto the . underlayment positioned as shown under the pan Ea4acs�ur[F ,», portion of the tile closest to the overlock of the tile Fa being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14 (90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) ' ! o NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 a { + ADHESIVE PLACEMENT DETAIL#2-(CONTINUED) Iua , n High Profile/Single Pan Tile {t*hrn rolrad� P+ddy I�atr�aKT11t� no 1. Starting at the eave course,appy a Iyinimuna 2"•(50.8 min)x 10"(254 mm)x 1"(25.4Kxin);loam paddl •• onto the underlayment positioltet]•pshownaunder:he pan portion of the tile closest tb'ttlt"verlock of the ••..;. tile being set. Insure approxinidlNl 017 (109; e m z )— ;•��• r 2Ir, 23 (148.4 cnr')square inch adhesiMe contact%Urthe • f.Mtons optional � underside of the tile. „�a 0: 9.:0..• �',�.• •• s 2. At the second course,apply as m�hi;num.,2„(54.8mm) ••••:' Eeve Coupe ' x 7"(177.8 mm)x 1"(25.4 Prim)f oam pad4q;to the,�•.: tiw.$ not underlayment positioned as Amt under the pan portion of the the closest to the overlockegf't�hetile :a" .: brtp•dq• ' ' being set. • 3. Continue in same manner.insure approximately 17" (109.7 cnr')- 19(122.6.ciii2)square inch adhesive contact with the underside of the tile. r i g t l 3. f 6 1. } NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration,Date: 05/10/22 Approval Date: 04/27/17 { Page 8 of 11 t r ADHESIVE PLACEMENT DETAIL#I � mail throughplasticcement Paddy€betweentiiesr lwhenrequlredl L On the eave course only, apply a minimum 2" '(50.8 Battensoptional • r mm)x 10" (254 mm)x 1" (25.4 mm)Toam paddy • vaddy:qundertile) onto the underlayment positjpned as shoip,•oirader So ale adcly the strengthening rib for flat%eo funder ttie•pan •••••• portion of the file for low olaki&1�profile.tl1ecl msest •• 4x41n to the overlock of the tile bei 4.ia. Leave** •• ..•• • ' S�repad ` �� approximately 4" (101.6 nV)l*ttp from tDe eave • an eftii' ' v • 1 • ••••.. shrgiepaddY ,�i' � '` edge free of foam to.prevenf f1l-expancpd•acfhesive • onuWmiedaymer►t 2x4In. `` fi•om blocking the weep h6MVi¢sure . ••. ••�•. • approximately 17=23 in' (Td9.r-148.4 crrl:),�1t '••••• tote `� adhesive contact with theounVUde ofthelile ••'•;• is • gave closure 2. Apply a 4" 101.6 mm x 4° 101.6 nA of 25.,t o o o o mm)foam paddy onto the underlaymenf jt st below • Flat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Nail through Plasticeement Single paddy undertile pan portion of the tile;closest to the underlock for (when requlred) Paddy lbetweentllesl the second course the to be installed. Insure approximately 8-9 in'(51.6-58.1 cnr'-)of adhesive Battens Paddytunde:tllep contact with the underside of the tile. optional Shupe pad on top of tie � '. (Instructions continued on next page) x41n. 2xain, uingle p inon n yment 0* Ewe Closure Eave Course Fas+da !!tedium ProfileTlle K t ' MIAMI•DADE CNOA No.: 17-0322.03 �rjCOUNTY ...e r Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 t 4 ' r ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) NailthroughplastlC{ Sdrrglepaddy unsiertile twrhenreguIn 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 Paddy gbem n tiles] (19 mm) paddy on top of the eave course tllp••• Bmens surface as shown, on to of tie ift n the4 Ib optional , PaaAdytundert(leE P •� g `�� •• for flat tile or ori top of the pa� ohion ofthe tie, ••;• p• • Sint closest to the undel•lock of jlle�i!irs�cours�eftire. onus eitai Install second course of tile. ••re approximately ••••'• yah erlaym Il1S1� 4xoIn. - - - 9(58.1 cm')- 11 (71cm-)s(*wv4�lnch 44si-v ;•••.� contact with the underside•o�twtile at the Merlap ..••• 2xnln, and 7 (45.2 cm'-)-9(5 8.Pad'd yin .• • t•po use adhesive contact with the•'lftl side of the tile at ••...• the head of the tile. Continue in same 4nanner. •• Eave Course asda ••• :04.:. •••• • go Weephrde • •• • •••••i 74 in. tin. Ewe dasure •••••• • Dripedge 1 1gh ProflleTile i i a NOA No.: 17-0322.03 Expiration MIAMI•DADECOUNTY ation Date: 0.5/10/22 l 11� •...� r Approval Date: 04/27/17 Page 10 of 11 r f ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL } Two Piece Barrel(Cap and Pan)Tile e ••e* I. Starting at the eave cours(%appt a rninir►a""T' t)place enough adhesive to achieve 65 to 70 sq in. Steep pitch applications „ 000000 e e e•e In contact with the pan tile. when required) (50.8 mrn)x 10"(254 m)p)x•I••(25.4�r1j leant e 21 Turn covers upsidedowmPlaceadhesive In paddy onto the underlaynk@ja pQsitioneQ0ds•: •. to 1 in.from outside edge of cover tire. Then Install the tile.Ensure 20 to shown under two adjace�tepar�tiles. Support eave -25 sq.in.contact area. ; ° tiles from rocking until acKvc' e has a Uat%e to :'•••0 Underlayment 'f' cure. a*: •:••� • •• •e.•• •• •• ••i • •••••e •• ee 2 Continue in same man4r'4%ying two pan ••••� courses up toward the pidge. Msure • e • approximately 65 (419'4.carit3—70 FT 1`cm2) '0* •• square inch adhesive contact with t�a rlderside;••..; sheathing of the pan tile. goo Eave closure tmotarshown) 3. Turn covers upside down exposing the underside weephole of the tile.Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the gave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure*ave end of pan and cover tiles are flush at eave tine. approximately 3/4" (19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile 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" 001.6 mm)nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. F END OF THIS ACCEPTANCE NSA No.: 17-0322.13 MIAMI•DAD;COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 E Page 11 of 11 I ' �J Citrus Clay New Southern Blend Buckskir 1BLWS7656K 1BLCS0100K 1BLCS014 JIM Made to Order in Lake Wales and Pompano Made to Order in Laxe Wales and Pompano ade to Order in Wales and Pompano CRRC ID:0942-0054/Ref:.50/Emit:.91/SRI:59 CRRC ID:0942-0009!Ref:.2 it:.90/SRI:22 Gold Dust Florida Blend Vermont 1 BLCS7165K 1 BLCS3903K 1 BLC94§t3K ; 06 Made to Order in Lake Wales and Pompano Made to Order in Lake Wales and Pompano ade to Order in Lake Wales and Pompano Casa Grande Blend Khaki Blend 1BLCS6144K IBLCS0140K A n/ N Made to Order in Lake Wales and Pompano Made to Order in Lake Wales and Pompano CRRC ID:0942-0014/Ref:.23/Emit:.91 SRI:23 The printed colors shown in this brochure may vary from actual available the colors.Alwa,s-se actual product samples for color selectors. 24