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RF-15-2269 p it IV . - -"1 -2269 1yNortFs�� Miami Shores Village fie:R 10050 N.E.2nd Avenue NE a : — � `tNorkCl,��siaSCatfo�l 'Ti1e�'Flat .... y Miami Shores,FL 33138 0000 it 'Permit errr?rt 5tali+s:API t.7'V' Phone: (305)795-2204 FExpiration: 03/06/2016 05 F Y Project Address Parcel Number Applicant F1209 NE 98 Street 1132050090230 Miami Shores, FL 33138-2562 Block: Lot: CARSTEN PETERSEN Owner Information Address Phone Cell CARSTEN PETERSEN 1209 NE 98 Street (305)807-2221 MIAMI SHORES FL 33138- 1209 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone NValuation: $ 33,665.00 EARL W JOHNSTON ROOFING, INC. 954-989-7794 (954)989-5666 _ ; Total Sq Feet: 5450 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE/FLAT COLOR THRU TILE Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-9-15-56996 CCF $20.40 DBPR Fee $5.63 09/08/2015 Check* 13109 $902.66 $ 50.00 DCA Fee $5.63 09/04/2015 Check#: 13108 $50.00 $0.00 Education Surcharge $6.80 Bond#:2830 Permit Fee-New Roof $375.00 Scanning Fee $12.00 Technology Fee $27.20 Total: $952.66 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-nam actor to do the work stated. September 08, 2015 Authorized Signature:Owner / Applicant Contractor / Agent Date Building Department Copy September 08,2015 1 AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Earl W Johnston Roofing Test Date: 10/14/2015 Permit# RF-9-15-2269 Petersen Carsten Residence Property Address: 1209 NE 98` Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Entegra Roof Tile 33.50 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 13.50 sq 14 As per FBC 2014 Passed Field Area: 20.00 sq 20 As per FBC 2014 Passed No. of Corner: 11 11 As per FBC 2014 Passed Ridge Areas: 210 pcs. 16 As per FBC 2014 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 En i e ' g Inc. (NOA 09-1005.01) Antonio edo, PE Fla. Reg. No: 36466 X0/1 20(�- ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18'hAvenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 \ r _T ♦5t!�.is,� Miamishores, Y '•• ��" Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE:_ INSPECTION AFFIDAVIT • licensed as a(n)Contractor/Engineer/Architect, (pint name and dude tense Type) FS 468 Building Inspector License#: On or about � I did personally inspect the roof deck nailing and (Dale a Ume) Secondary water barrier work at C -2-0 01 (Cowptele Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned,being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed beforeme b this � day of .-'rJp' Notary Public Stateof Florida r A Romeo i ) ? hi r i un FF 202523 Notary Public, Sate of Florida at Large ►V §` � f` cx,'es`5,22 20-16 'General,Budding,Resklendat,or Roofing CmOradors or any indlvklual cerliffed under 468 F.S.to make such an perMl M and address;dearly shown marked on ftdeck for each inspedfan 'htcknde P►r�9�Phs of each plane of the roof wdh Revised on 5/21/1009 SEP 0� 2015 Miami Shores Village Building Department 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 F B C 20 V'-r-)- BUILDING Permit No. 3-- PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: _12L9 NE q SAtt, City: Miami Shores County: Miami Dade Zip: ?a I a" Folio/Parcel#: 02250 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): CQ Phone#: 32 _,� r 1 Address: F Cib City: m1 cim I _hp ucs State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:�1QY I � • ,S( hr� toy\ Rook � n 0 Phone#: q -cn Iii 1qL, Address:: Si Z% pe City: State: Zip:� 02� Qualifier Name: Ear I S)V)asto o IGGnPhone#: State Certification or Registration#: C U 5-I7 Certificate of Competency#: Contact Phone#: N9 17Email Address: _ so ISS l� `t�V1yS�U ld Yoor via d�✓Y1 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 3�,��' ' Square/Linear Footage of Work: SLID Type of Work: ❑Addition ❑Alteration �J ❑,New /Re lac O &epa Demolition Description of Work: OSI `l no l Q o V-1' Color thru tile: / T Submittal Fee$ �' l�L� Permit Fee$ Q CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ W Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ L4CL Fy -- QO2 • 6 . °1ES Miami Shores Village ..�. ,....M Building Department --'; 10050 N.E.2nd Avenue � " Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 �,� I Re: Owner's Name: 12ac—ftstyy Property Address: Gj � Roofing Permit Number: Dear Building Official: ff I (' yL51�1�1 n E� (,!l Sal certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach roof of ad 1 PrP P valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1 edition of the th Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of - ! 7 rQtipar°tee`^ Notary Public State of Florida } Meg A Romeo ae My Commission EE 202823 Notary Public, Sate of Florida at Large 9 OF Expires 06l2212o16 • When the just valuation of the structure for purpose of ad valorem taxao equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 -------------- -------------- Bonding Company's Name(if applicable) Bonding Company's Address Zip State City Mortgage Lender's Name(if applicable) Mortgage Lender's Address Zip State City indicated. I certify that no work or installation has ermit to do the work and installations as indtc PLUMBING,SIGNS, Application is hereby made to obtain a P permit and that all work will be Perfoed for ELECTRICAL WORKI p of all laws regulating PP commenced prior to the issuance of a p ermit must be sN ETC..... construction in this Ug�iACES,BOILERSnHEATERS,TAd that a NKS and AIR CONDITIONERS, compliance with all WELLS,POOLS, AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done m pWNER S AFFIDA tion and zoning. Ii regulating construction TICE O e laws regu g A NO applicable CARD TO RECORD FOR YOUR F TWICE R• PAYING OWNER: R PAY « ING TO N YOU AIN WARN I,T I O OBTAIN RESULT END T MAY U INT COMMENCEMENT IMPROVEMENTS TO YOUR PROPERTY. � Y YOUR LENDER OR AN ATTORNEY BEFORE FINANCING, CONSULT WITH . RECORDING YOUR NOTICE OF COMMENCEMENT:9 2500, the applicant must estimate value exceeding$ the person permit with an a delivered to P a building p brochure will b he issuance of n lien law br �I Applicant: As a condition tot posted at the job site Notice to App � o the notice of commencement and construction posted notice, the ' promise in good faith that a copy f a certified copy of the recorded notice of commencement must be p whose property J days after the building permit is issued. In the absence of such is sub ect to attachment. Also, for the first inspection w rs seven (7) y .� inspection will not approved and reinspection fee will be charged. Signature Signature Contractor Owner or Agent instrument was acknowledged before me this The foregoing The foregoing instrument was acknowledged before me this —21? day of 20 f by l C,��1Zy or who has produced_____--- day of 20 by produced-0=-z— who is personally know and who did take an oath. who is personally known to me or who has p`�� as identification As identification and who did take an oath. NOTARY PUBLIC. NOTARY PUBLIC: Sign: YM Sign: Print. / 1 r Print: My Commis public State of Florida �tpµY PVB NOtarY Notary Public state of Florida r t Meq A Romeo My Commissi n= Meg A Romeo N e a h^y Commission EE 202623 my Co nmission EE 202823 ** k* * ***** ** V. ae ev°e Expires 0612212P6 l Zoning Plans Examiner APPROVED BY Clerk Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Page 1 of 1 r. OFFICE OF THE PROPERTY AP Summary Report Generated On:8/28/2015 Property Information Folio: 11-3205-009-0230 Property Address: 1209 NE 98 ST NE �9TVI ST Owner CARSTEN PETERSEN LO Mailing Address 1209 NE 98 ST MIAMI SHORES,FL 33138 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Unite 1Ella Actual Area Sq.Ft Living Area Sq.FtNOW h Adjusted Area 3,693 Sq.Ft Lot Size 14,442.5 Sq.Ft Taxable Value Information Year Built 1950 2015 2014 2013 Assessment Information County Exemption Value $0 $100,000 $100,000 Year 2015 2014 2013 Land Value 375 $263Taxable Value $664,895 $268,953 $263,501 $441,051 $389, ,189 Building Value $209,032 $256,072 $258,158 School Board XF Value $15,015 $15,217 Exemption Value $0 $25,000 $25,000 Taxable Value $664,895 $343,953 $338,501 Market Value $664,895 $660,462 $536,564 Assessed Value $664,895 $368,953 City$363,501 Exemption Value $0 $50,000 $50,000 Benefits Information Taxable Value $664,895 $318,953 $313,501 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $0 $50,000 $50,000 Cap Reduction $291,509 $173,063 Taxable Value $664,895 $318,953 $313,501 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Sales Information Senior Homestead Exemption Previous OR Book- p $50,000 $50,000 Sale Price page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). 08/18/2014 $669,000 29286-3368 Qual by exam of deed 04/01/1985 $140,000 12483-0801 2008 and prior year sales;Qual by Short Legal Description exam of deed 5 53 42 EARLETON SHORES PB 43-80 LOT 11 &W1/2 LOT 12 BLK 2 &E20FT LOT 10 LOT SIZE 132.500 X 109 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.govfinfo/disclaimer.asp Version: lttp://www.miamidade.gov/propertysearch/ 8/28/2015 2-16 t , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES CIT Flor/de Building Code 5th Edition(2014) RIEC RJVt;`U? SEP �4 215 fly Hurricane Zone Uniform Permit Application For Section A(General Information) Master No.fffProcess No. Contractor's Name Job Address ROOF CATEGORY O Low Slope D Mechanically Fastened Tile , ( Mortar/ esi Set Tues E3 Asphaltic Shingles 0 Metal PaneUShingies 0 Wood ShinglewShakes Prescriptive BUR-RAS 150 ROOF TYPE D New roof D Repair 0 Maintenance Reroofing 0 Recovering ,1� ROOF SYSTEM INFORMATION Low Slope Roof Area(SF).LOO Steep Sloped Roof AREA(sS6-10 Total(SF)_%�4T Section B(Roof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scu peers,overflow scu re and ov skins of sections and pee parapets.drains Include levels,dearly identify dimensions of elevated pressure zones and location of dimer• parepeta. _..__ Q O n W ' O R y 6 �' ♦ ?2' rc r�t7VM .p � 5�7QIs✓ LQl �...i �. � V V Poo L' z Root . flat Roof :- WI I Q _i 00 FLORIDA BUILDING CODE—BUILDING.SIA EDMON(2014) 15 7 .•• . . • • .•. . . • • • • . • • . . . • . • • .. .. • . • .. •. ... . . . .•. • • ROOF,ASSEMBLIES AND ROOFTOP STRUCTURES Rodds Building Cods 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Top Ply Fastener/Bonding Material: Fm in specific roof assembly components and Identify i l��v' '�''� 4 5 b>16"'(f manufacturer Surfacing: h to, of a component is not used,identify as'NA') Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer, Field-L-00® Lap,it Rows 2- ®_L.oc Product Approval No.: 13- (O&A. i5 Perimeter. L -oo®Lap,N Rowsi ! k—"oc Design Wind Pressures,From RAS 128 or Cak:ulations: Comer. �A •Oc®Lap,A Rows OC Number of Fasten Per Insulatio�8 *� F'lei8"'�"- "� tPerlme er Max.Design Pressure,from tg specific product appy sy�z Z' Illustrate Components Noted and Details as AppNcable: Beek: Woodbloci tc,Gutter,Edgo Termination,Stdpph>g,Flashing, Continuous Cleat,Cant Strip.Base Ras ng, :oimteMashing, Type: WWY) Coping,Etc. S k .i Indicate: Mean Roof Height, Parapet Height, Haight of Bass GaugelThicknoss: la Flashing, Component Material, Material Thickness, Fastener Type,Fastener Spacing or Submit Manufacturers Details that Slope: F LAr Comply with RAS 111 and Chapter 18. Anchor/800 Sheet&No.of Py(s): nchor/Base Sheet Fastener/Bonding Material: FFT. suladon Base Layer. ase InauSafi e Th Parapet 'AA Height ase insula no g I` 1t w1T rIVDPP FT- Insulation Layer.Insulation Size and Thickness• Mean Roof Insulation FastemodBonding-Matefth Height Bass SN*ks)&No.of PIKS): -75 Gi`fiwt Buse Sheet FastenedSo g Matetieh jam'' nc.,17 hl cAps - - Py Sheoge)&Ne;of Mi(st T lli (-I- . .. Py Sheet Fastener/BOndln to at Top ply: . . t o ... . ... . FLORIDA BUILDING CODE--BUILDING,8th EMON(2014 _ . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Rlodde Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D(Steep Sloped Roof System) Roof System ManufacturerI1f*'j`gJ .R Notice of Acceptance Number. � ' -Q (l •() Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): PI:--3°i,- 1 P1:—SQ g. i a1: - i oD 7 Deck Type: VV�� RSlopType Underiayment: 0Ckstm e: 12 Insulation: rS1 Fire Barrier: N)A Ridge Vedation? Fastener r�pe&Spacing:IN7.' nc, �t►r/ G14Pc (L'aL i'b''L/�f5 Adhesive Type: + Type Cap Sheet: a10 kk 1�}STlIs/1 Mean Roof Height: �� Roof Covering g Goh�z� fi.l2 Type&SW Drip -64/3 Edge: .. ... . . . . . .. . . .. . . . . ... . . . ... . . .. . . .. . . . . . . . . . . . . .. . . . . . . . FLORIDA BURAINO CODE BUIti M0,15th WITION(2014) 1839 ... . .. .. . . . .. .. ... . . . ... . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES I Fforlda Bulldinrg Code Sth Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section E(Tile Calculations) For Moment based lite systems,choose either Method 1 or 2.Compare the values for M,with the values from AA,. If the M,values are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable. Method 1"Moment Based Tile Icu tions Per RAS 127" (P1i��d x A• _ -Mg: =M„ f6roduct approval M, s xl� m -Mg: Me oduct Approval I (P3'los?xx _ -Mg: =M„' S Product Approval M, Sv 3� Method 2"Simplified Tice Calculations Per Table low" Required Moment of Resistance(M,)From Table Belo Product Approval M, S U M,required Moment Resistance• Mean Roof Height ZY00 Roof slope 30 40' 2:12 34.4 36.6 38.2 39.7 42.2 A 34.4 36.0 37.4 39.8 :12 .4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 8:12 28.4 28.0 29.4 30.6 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used In conjunction with a list of moment based file systema endorsed by the Broward County Board of Rules and Appeals. For Uplift based itis systems use Method 3.Compared the values for F with the values for Fr.If the F values are greater than or equal to the Fr values.for each arra of the root,then the fife attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w:=_ I-W:_x cos 9_=F„ Product Approval F (P2 x L_= x w:_ )-W:_x cos 8 =Fe Product Approval F (P3: x L x w:=_)-W: x oos 8 =F,3Product Approval F Where to Obtain Information Description Symbol� Ym Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre. Pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier It Product Approval RestofMg Moment due to Gravity MyProduct approval Attachment Resistance Mt Product Approval Required MornmV Rt tagee. M Calculated Minimum Attacbment Rkillabc4 F Product Approval Required UpNft�jeaisanca• F, Calculated Average Tile Weight W Product Approval THe Dimea L =length W=width 1 Product Approval All calculatidOra?nut be stMttgd 1p thepftog at the time of permit application. . .. . . . . . . . ••• • • • • • 15.40 ... . . ... . . FLORIDA BUILDING CODE-BUILDING,lith EDI710N(2014) . .. .. . . . .. .. ... . . . ... . . O er's Notification Form HVHZ 2010 NIAM "Delivering Excellence Every Days' SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it 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 section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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 workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. ® 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause 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. Fff� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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 Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, desi orida-licensed engineer or registered architect to eliminate the attic venting,•eentirZ lhgll nqt eguired. Owner's/Agent"s• igr� tgre;; Date: Contractor's Signature: Permit Number: Property Add>t§$: ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . , I MI® MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gay/econonry GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. 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 NO.1 renew3 aR4 ye;isls V(IA:Io. 13-0424.09 and consists of pages 1 through 16. The submittgd de¢u>pepti;ign M refi;wed by Jorge L.Acebo. 00 000 00 0 a 0 99 00. •.• . . •• .00 0 " ' ' NOA No.: 13-1022.15 ' ' ' • Expiration Date: 11/04/18 Approval Date: 11/06/14 ... . . . . ... . . Page 1 of 16 ... . . . ... . . 1 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Descri tion GAFGLAS*#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS*#80 Ultima"' 39.3T'(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPly'6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS*Ply 39.3T'(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS*Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS*EnergyCapTM 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCoteT" GAFGLAS*Stratavent* 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS*Stratavent* 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld'm Smooth Wide modified asphalt and smooth surfaced. Ruberoid*SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- WeldT`25 Wide modified asphalt and smooth surfaced. Ruberoid*20 39.37"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a .•. Wife.•• glass fiber mat. Ruberoid®Mop Smooch: :3D.3T:Ct meter) ASTM D6164 Non-woven polyester mat coated with polymer- 000 .. • .. .. 'We modified asphalt and smooth surfaced. • 1. . . •• • • •• • • NOA No.: 13-1022.15 uwrr •.• •.' Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions S ecitication Description on FireOutTM Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShield®Fire 350 sq.f).roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard"`Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarr RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarr RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'm Perlite Roof Insulation Perlite insulation board. GAF EnergyGuard'"Perlite Recover Board Perlite recover board GAF EnergyGuard"`RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securoce Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodeke High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDecke Roof Board Gypsum board Georgia-Pacific Gypsum LLC . .. . . . . ... . .. ... .. . . . .. • ••• .. NOA No.: 13-1022.15 .. . . . . . . . . . . . N�AMFDAIDE COINrTY •• . .•. .•. .•. Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 3 of 16 ... . . . . 0:0 . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOAI 1. Drill-TecT"#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-TecTM#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec'"ASAP 3S Drill-Tec'#12 Fastener with Various GAF Drill-Tec'M 3"Standard Steel Plate 5. Drill-Tec'"3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-TecT" fasteners. 6. Drill-TecTM 3"Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced ribs for use with Drill-TecT" fasteners. 7. Drill-TecTM AccuTrac®Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-TecTM#12 Fastener,Drill-TecT"#14 Fastener and Drill-TecTM#15 Fastener. 8. DriII-Tec'"AccuTrac'o Galvalume Steel plate for use 3"square GAF Recessed Plate with Drill-Tec TM fasteners. .. ••• . . . . . •• . . . .. . . . . ... . • .. ... .. . . . .. ••• . . •• • •. ••• •• NOA No.:13-1022.15 . . . . . . . . . . . . � ►oEcotM •• ••• 000 .•. Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 4of16 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Aeencv Test Identifier Description Date Factory Mutual Research Corp. J.L 2B8A4.AM 4470 07/02/97 J.L 3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.OD 1 A8.AM 4470 07/29/94 J-I. OY9Q5.AM 4470 04/01/99 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.114 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-RI ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 • •• :. NOA No.: 13-1022.15 apr►n • Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 Or . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 11: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShielde Fire-Resistant Roof Deck Protection or (optional) Securock®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS®#80 Ultima"°Base Sheet,GAFGLAS® Stratavent®Eliminator.Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'"Smooth or Ruberoid®Heat- Weld'"25 base sheet mechanically fastened as described below; Fastening Options: GAFGLASO Ply 4,GAFGLAS®Flex PIT"6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure—45 psf. See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPlyT"6, GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"#12 Fastener,Drill-Tec""#14 Fastener and Drill-TecT"3"Steel Plate,Drill-Tec'"AccuTraco Flat Plate or Drill-Tec'"AccuTrac® Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure-45 psf.See General Limitation#7) GAFGLAS®F1exPly'm 6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c,at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—52.S psf.See General Limitation#7) GAFGLAS®#80 UltimaT"Base Sheet,Ruberoid620, Ruberoid®Mop Smooth,base sheet attached to deck with approved 1'/."annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT" #12 Fastener,Drill-Tec"#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec'"AccuTrac® Flat Plate or Drill-TecT"AccuTrac®Recessed Plate 12"o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecT"insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows Q;irLtt{p Belli. .. (Maximsbn Desi$n%slesi;i&46dpiif.See General Limitation#7) . .. . . . . ... . • NOA No.:13-1022.15 .. . . . . . . . . . . . Mu4MFD��ECO N •• • 000 .•. 000 Expiration Date: 11/04/18 ' Approval Date: 11/06/14 Page 6 of 16 . . . . . . . . . . . .. .. . . • •• .. Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"" (Continued) #12 Fastener or Drill-Tec"`#14 Fastener and 3"Drill-Tec'"3"Steel Plate,Drill-Tec" AccuTrae Flat Plate or Drill-TecT'AccuTraco Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap.The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—75psf.See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft, EnergyGuarC Polyiso Insulation,EnergyGuarC RA Polyiso Insulation,EnergyGuard'"RA Composite Polylso Insulation Minimum 1"thick N/A N/A EnergyGuarC Perlite Recover Board Minimum W thick N/A N/A EnergyGuard"Perlite Roof Insulation Minimum%11 thick N/A N/A Note: All Insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent®Eliminator'"Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'"Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Stratavent®Eliminator'"Perforated Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld'" 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbsJsq;(see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4,GAFGLAS®Flex Ply""6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Cap Sheet: (Optional) One ply of GAFGLASa Mineral Surfaced Cap Sheet or GAFGLAS® Ener a BUR Mineral Surfaced Ca Sheet � P p adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design .. ••. • • . . • .• Pressure: See Fastening Optlads.; . .. . . . . ... . .. ... .. . . . .. . . ... . . .. . • ... • . ..' . •' ' NOA No.:13-1022.15 . . FaAMHID DE COUNTY • •• • • • • • • Expiration Date: 11/04/18 see 0 ' Approval Date: 11/06/14 Page 7 of 16 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type B: Optional base sheet laid dry;base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener EnergyGuarC Polyiso Insulation,EnergyGuardT'RA Polyiso Insulation (Table 3) Density/ftz Minimum 1.3"thick 1,2,3 or 4 1;3 fta EnergyGuarr RN Polyiso Insulation Minimum 1.4"thick 1,2,3 or 4 1:3 ft' EnergyGuard."RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft' EnergyGuard"Perlite Roof Insulation Minimum%"thick 1,2,7 or 8 1:2 ftz Structodek®High Density Fiberboard Minimum 1"thick 1,2,7 or 8 1:4 ft' Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). GAF requires either a 1 of GAFG ® "" 9 ply LAS®Stratavent Eliminato r Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'"Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W Any of the insulations listed for Base Layer,above. N/A N/A Structodek®High Density Fiberboard,EnergyGuard'"Perlite Recover Board Minimum%:"thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOut'"Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck Protection or Securock' (optional) Gypsum Fiber Roof Board. . .. . . . . ... . '.. ;• •• NOA No.: 13-1022.15 ' •• • Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 8 of 16 . . . . . . . . . . ... . . . ... . . Base Sheet: (Optional)Install one ply of GAFGLASO#75 Base Sheet,GAFGLAS*#80 Ultima Base Sheet,GAFGLAS®Ply 4,GAFGLAS®F1exPlyT 6,GAFGLAS"'Stratavent®Eliminator Perforated Venting Base Sheet laid dry,Ruberoid®Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-401bsJ g sq. (See General Limitation 44). Ply Sheet: Two or more plies of GAFGLAS®Ply4 GAFGLAS®F1exP1 T" y 6 or GAFGLAS8#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at P g a rate of 20-40 lbs./sq. Sees specification number ( P for aPP appropriate nplies). number of . Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap� BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EV T range and at rate ate of 20-40 lbs./sq. See GAF ( application instructions for approved method of installation). . Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatis must be listed within a current N 1'� OA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design g Pressure: -45 psf.(See General Limitation#7) . .. ... . . . . . . .. . . . . ... . . . . . . . . . . . • •• :. NOA No.: 13-1022.15 cou�rrY • : : : Expiration Date: 11/04/18 ' • • ' Approval Date: 11/06/14 Page 9 of 16 . .. .. . . . .. .. Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached;Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz EnergyGaard RN Polyiso Insulation,EnergyGuard Polyiso Insulation,EnergyGuard RA Polyiso Insulation Minimum 1.31s thick N/A N/A EnergyGnar(r Polyiso Insulation Minimum 1.4"thick N/A N/A EnergyGuard'"RA Composite Polyiso Insulation Minimum 1.5"thick N/A N/A EnergyGuar(r Perlite Recover Board Minimum%"thick N/A N/A Structodek®High Density Fiber Board Minimum 1"thick N/A N/A Note:All layers shall be simultaneously fastened;see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions;if larger panels are used,the number of fasteners shall be Increased maintaining the same fastener density. Please refer to RoofingApplication pp n Standard RAS 117 for insulation attachment.GAF ® ® rM s requires either a I of GAFGLAS Strata vent Eli ' ply minator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'"Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener EnergyGaard7 Polyiso Insulation,EnergyGuard7 RA Polyiso Insulation (Table 3) Density/ftz Minimum 1.3"thick 1,2,3 or 4 1:3 it' EnergyGnard'"RN Polyiso Insulation Minimum 1.4"thick 1,2 or 3 1.3 ft= EnergyGuard""RA Composite Polyiso Insulation . Minimum 1.5 thick 3 1.3 ft= EnergyGuardTw Perlite Roof Insulation Minimum 3/4"thick 1> or 2 7 8 1:2 ft 1 Structodek®High Density Fiber.Eeard: •• .. Minimum 1"thick •, ••; 1,2,7 or 8 1:4 ftz 000 0• ` 00 ' ' NOA No.: 13-1022.15 ruwr a ourvrtr • • : : ; ; ; Expiration Date: 11/04/18 • ` ' Approval Date: 11/06/14 Page 10 of 16 . . . . . . . . . . . .. .. ... .. .. .. ... . . .. . . Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS®Stratavent® Eliminator" Perforated laid dry or a layer of EnergyGuardT'Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOut7 Fire Barrier Coating,VersaShieide Fire Resistant Roof Deck Protection or (optional) Securock'"Gypsum Fiber Roof Board. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Ply 4,GAFGLAS F1exPly'"6,GAFGLAS®Stratavent®Eliminator'" Perforated Venting Base Sheet laid dry,Ruberoid®Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved;see General Limitation#4. Ply Sheet: Two or more plies of GAFGLAS®Ply 4,GAFGLAS®F1exPly'"6 ply sheet or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap"" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: -45 psf.(See General Limitation#7) :.• : :. : : NOA No.:13-1022.15 raruYa�ncE •• Expiration Date: 11/04/18 . ••• • • • • • Approval Date: 11/06/14 Page 11 of 16 Membrane Type: BUR Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener EnergyGuard"Polyiso Insulation,EnergyGuard'"RA Polyiso Insulation (Table 3) Density/fti Minimum 1.3"thick N/A N/A StructodeV High Density Fiber Board Minimum 1"thick N/A N/A Note:Insulation shall have preliminary attachment,prior to the installation of the base sheet,at a minimum application rate of two fasteners per board for Insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation,optional thermal barrier(when present)and base sheet shall be simultaneously fastened. See base sheet below for fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Fire Barrier: FireOuf"Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or (optional) Securock'"Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 Ultima'"Base Sheet, GAFGLAS®Stratavente Eliminator Nailable Venting Base Sheet or Ruberoid®20 base sheet applied over the loose laid insulation with 2"side laps mechanically fastened as described below; Fastening Options: Drill-Tec""#12 Fastener or Drill-Tec"m#14 Fastener and Drill-Tec'"3"Steel Plate Drill- Tec" AccuTrae Flat Plate or Drill-TecAccuTrac®Recessed Plate is installed through the base sheet and insulation in 3 rows 12"o.c. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45psf.See General Limitation#7) Drill-Tec'"#12 Fastener or Drill-Tec"` #14 Fastener and Drill-Tec""3"Steel Plate Drill- Tec'"AccuTracm Flat Plate or Drill-Tec'"AccuTrac®Recessed Plate is installed through the base sheet and insulation in 4 rows 8"o.c. One row is in the 2"side lap. The other 3 rows are equally spaced approximately 9 o.c. in the field of the sheet. (Maximum Design Pressure—7S psf.See General Limitation#7) GAFGLAS®#80 Ultima"`Base Sheet,Ruberoid4D20,Ruberoid®Mop Smooth,base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3"steel plate at a fastener spacing of 9" o.c.at the 4" lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) .. ... . . . . . .. • • NOA No.: 13-1022.15 • ••• • • ••MIAMExpiration Date: 11/04/18 .. . . . . . . . . . . . FOADB • •• • • • • • • • ••• • Approval Date: 11/06/14 Page 12 of 16 . . . . . . . . . . ... . . . ... . . Fastening Options: Drill-TecT"#12 Fastener and Drill-Tecm#14 Fastener and Drill-Tec""3"Steel Plate,Drill- (Continued) TecT"AccuTrac®Flat Plate or Drill-TecT AccuTrac®Recessed Plate in 4 rows 12"o.c. One row is in the 2"side lap.The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Ply Sheet: One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPlyT"6 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . .. . . . . ... . . . .. ...• ..• .• . . .. or . • .. • ••• • . . .••. NOA No.: 13-1022.15 .. . . . . . . . MW®O E Expiration Date: 11/04/18 � Approval Date: 11/06/14 Page 13 of 16 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . i i Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut"`Fire Barrier Coating,VersaShield*Fire Resistant Roof Deck Protection or (optional) Securock""Gypsum Fiber Roof Board. Base sheet: GAFGLAS*#80 Ultima""Base Sheet,Stratavent*Eliminator'"Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Welds"Smooth or Ruberoid®SBS Heat-Weld'" 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS*Ply 4,GAFGLAS®F1exP1yTM 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12" o.c.in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPly"4 6, GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" #12 Fastener or Drill-Tec"`#14 and Drill- Tec"u 3"Steel Plate,Drill-Tec"*AccuTrac*Flat Plate or Drill-Tec"`AccuTrac*Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS*Flex Ply 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c. at the 4"lap staggered and in two rows "o.c.in the field. (Maximum Design Pressure 52.Spsf.fSee General Limitation#7) GAFGLAS*#80 Ultima Base`Sheet;Ruberoid*20,Ruberoid*Mop Smooth,base sheet attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS*#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec" #12 Fastener or Drill-Tec"" #14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec"" AccuTrac*Flat Plate or Drill-Tec"*AccuTrac*Recessed Plate 12"o.c,in 4 rows. One row is in the 2"side Iap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted DriJi4ec"'.insulationsplaim at a fastener spacing of 9" o.c. at the 4"lap staggered in two rows 9":in so *the field. : • (MaxijVmAgY1gq:Prtjsuir-;6QpSf.See General Limitation#7) NOA No.: 13-1022.15 .. . . . . . . . . . . . �„ ;• 000 •e e •.' Expiration Date: 11/04/18 '' ' Approval Date: 11/06/14 Page 14 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" (Continued) #12 Fastener or Drill-Tec'"#14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec"" AccuTraco Flat Plate or Drill-Tec'"AccuTrac®Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maxlmum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap'"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of yproved asphalt at 601bs./sq. 2. Topcoat Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure:. See Fastening Options . .. . . . . ... . *so 0:0 000 see 00 .. ' "' • ' 00 NOA No.: 13-1022.15 . . . . . . . . . . . WANffior1DEC ..; ;' : '.' '.' '.' Expiration Date: 11/04/18 ' "• ' Approval Date: 11/06/14 Page 15 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply""6 when used as a mechanically fastened base or anchor sheet. 2. Minimum, '/4"DensDeck7 Roof Board or%"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rale of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F�value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Floricj�Admi�*is*fW*ve OoJe.: • ..•ENDAW.TIM ACCEPTANCE .• • • . •• . . . . ... . . . . . . . . . "• • " ' ' NOA No.: 13-1022.15 .. . . . . . OWDECOu .: ; '.' '.• •0• Expiration Date: 11/04/18 ®� Approval Date: 11/06/14 0 �0 Page 16 of 16 . . . . . . . . . . ... . . . ... . . TG17U.R14153 -Roofing Systems Page 2 of 50 4 The use of polystyrene insulation board between minimum win.thick perlite board and deck with rosin paper(perite/rosin paper/polystyrene/perllte) Is a suitable alternate for polylsoryanurate board in the following Class A, B or C systems. "EnergyGuard'"RA"or"Tapered EnergyGuard"RA",or"EnergyGuardTM Composite RA"may be substituted for any Atlas Roofing Corp. Polylsocyanurate Insulation In any of the following Classifications. Trumbull"Parma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt'. "GAFGLASO*80 Premium Base Sheet"may be used in any of the following systems. "GAFGLASO flex Ply 6"and"Tri-Ply Ultra-Flexible Ply 6'are suitable alternates to"GAFGLAS®Ply 6". "GAFTEMP Permalite Recover Board'may be used In lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with'TOPCOAT®Fireshield MB"at 2%to 3-gal/100-ft=. "Ruberoid®Dual Smooth"may be used as an alternate to"Ruberold®Mop Smooth"or"Ruberold®20"or"Ruberoid®20 HT". "Ruberold®Mop Smooth 1.5"may be used as an alternate to"Ruberold®Mop Smooth". Class A,8 and C Not roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid®Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid®Mop"SBS products In any applicable Classification. Class A 1. Deck:C-15/32 Incline:3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocya nu rate composite or perlite/urethane composite or wood Aber/polylsocyanurate composite or phenolic,any thickness. Ply Sheat:—Three or more piles Type G1 or"GAFGLAS®Ply 4"or'Tri-Ply®Ply 4'or'GAFGLASO Ply 6"hot mopped. Surfadng:—Gravel. 2. Deck:C-15/32 Incline:2 insulation(Optional):—One or more layers perlte or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood ober/poiylsocyanurate composite or phenolic,any thickness. Ply Sheets—Three or more plies Type GI or'GAFGLAS®Ply 4"or"Tri-P"Ply 4'or"GAFGLASO Ply 6". Cap Sheet:—One ply Type G3'GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS® EnergyCap'^BUR Mineral Surfaced Cap Sheet". 3.Dada NC Incline:2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polylsocyanurate,urethane,perlite,/polyisocyanurate composite, perlite/urethans composite,wood fiber/polylsocyanurate composite,phenolic,2-1n.maximum. Ply Sheets—Two or more piles Type GI"GAFGLASO Ply 4",'Trl-Ply®Ply 4'or"GAFGLAS®Ply 61. Cap Sheet:—One ply Type G3"GAFGiAS®Mineral Surfaced Cap Sheet"or"Tri-Pty®Mineral Surfaced Cap Sheet"or"GAFGLAS® EnergyCepTM BUR Mineral Surfaced Cap Sheet. 4.Deck:C-15/32 Incline: 1 Slip Sheat(Optional):—Red rosin paper,nailed to deck. Insulation(Optfonal)s—Any thickness petite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any U6 Classified Insulation adhesive. Baso Shaft—One pry Type G2"_GAFG�#!75 Base Sheet"or"Tri-Ply®a75 Base Sheet"(may be nailed). Ply Sheep— r m re les Gi GAFGLA P or"Tri-Ply®Ply 4"or GAFGLAS®Ply 6". Cap Sheets—One ply Type G3" e — Can Shee'or'Tr-Ply®Mineral Surfaced Cap Sheet'or"GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):—'TOPCOAT®EnergyCote'"Elastomeric Coating'applied at a rate of 2-gal/100-ftz. S.Dacia NC Incline:3 Rase Sheet:—One ply Type G2"GAFGLAS(ID*75 Base Sheet'or"Tr-Ply®*75 Base Sheet". Ply Sheets—One or more piles Type G2 IGAFGLAS40 Py 4"or'Tri-Ply®Ply 4"or"GAFGLASO Ply 6". Cap Sheet:—One ply Type G3*GAFGLASO Mineral Surfaced Cap Sheet'or"Tri-Py®Mineral Surfaced Cap Sheet"or"GAFGLAS® EnergyCap'"BUR Mineral Surfaced Cap$beef,*, • • • • • •. S. Deck:C-15/32 •• •i •�f�ledn�:3•i •• Insulation:—One or more layers perW glass fiber,polylsocyanurate,urethane,periite/poylsocyanurate composite, perlite/urethane composite,phenolic,1 In.minimum(offset a minimum of 6-In.from plywood deck joints). Base Sheet:—One or more plies Type G1 or Type G2 or Type G3. Membrana:—One or more plies"titftrOW T04 SmQPK"or"RNerwh Torch Granule"or'Ruberoid®Torch Granule Plus"or"Ruberoid® Mop Smooth"or"Ruberoid®Mop SmQQth Ii5"or"�terQtd 10 Octlus"or"Ruberold®Mop Granule"or"Ruberold®Mop Plus Granule' or"ROOFMakhTM SBS Modred Granu me o%VrI-Ply® • d III men Membrane"or"ROOFMatch-APP Modified Granular'or"Tri-Ply® TP-4G"or"Tri-Ply®TP-4'or"RubertRl®Daal Smooe. PJ/database.ul.coin/cgi-bin/XYV/t`ebdoide/LISM/1F,AME7showpage.html?name=TGFU.Rl4l53&cc... 2/17/2015 . .. .. . . . .. .. ... . . . ... . . MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 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.miamldade.QoWbulldlmz/ Entegra Roof Tile,Inc. 1289 NE 9*Ave. Okeechobee,FL.34972 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 BNC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BeI1a`High S"Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application.has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION 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 HOA shall be provided to the user by the manufacturer or its distributors and shall be available for ittslpection at 114A situ atthe request of the Building Official. This renews NOA#09-05 N.15 grid consisTs of pages I through 7. The submitted documentation was reviewed by Alex Tigera. ... . . •• • • NOA No.: 11-0414.08 CL4W=[DPAD00: V • • ' ' Expiration Date:07/13/16 Approval Date:06/02/11 ••• ••• Page 1of7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL ate o : Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a roofing system using Entegra Bella"High S"concrete roof tile as manufactured in Okeechobee,FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Saecifgcations Description Bella"High S" L= 16'/s" TAS 112 High profile,interlocking,extruded concrete W= 13-1/4" roof tile equipped with two nail holes. For Thickness=%:" mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee,FL. 2.2 EVIDENCE SUBMITTED Test A¢encv Test Identifier Test Name/Report Date IBA Consultants,Inc. 2421-94 ASTM C 1167 June 2006. Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102& 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 .. ... . . . . . .. TAS 108(Mortar Set) Redland Technologies •.; ; IA�OZ Withdrawal Resistance Sept. 1993 . .. . . . . ... . • Testing of screw vs.smooth .. ••• .. . . . •0 shank nails .•. . . •. 00. .00 . ... . . .. . . ' ` ' NOA No.: 11-0414.08 . Ea►pe TY •••. .. .'. . . . . Expiration Date:07/13/16 Approval Date:06/02/11 ••• ••• Page 2of7 . . . . . . . . . . . •• •• . . • •• •. ... . . . ... . . The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(3,6& 9) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7120-(1 &2) Static Uplift Testing Nov. 1994 Engineering,Inc. TAS 102 l The Center for Applied 25-7183-(3 &4) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(3,4,&7) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-4 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Calculations Restoring Moment June 2007 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 106 may 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 Building and Neighborhood Compliance Department—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. .. ... . . . . . .. . .. . . . . ... . . . ... . . .. . . •• NOA No.: 11-0414.08 .. . IAMNDA&q . . . . . . . TM ' Expiration Date:07/13/16 • Approval Date:06/02/11 ... ... Page 3 of 7 . . . . V: . . . . . V .. . . . .. .. 4. INSTALLATION 4.1 Entegra Sales,Inc.'s Bella "High S" 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(lbf) Length-1(ft) Width-w(ft) Bella "High S"Tile 10.5 1.375 1.08 Table 2: Aerodynamic Multipliers -A ft Tile A(ft ) A(fe) Profile Batten Application Direct Deck Application Bella"High S"Tile 0.349 0.378 Table 3: Restoring Moments due to Gravt -M ft-I file 2":12" 3":12" 480:12" 514:12" 6":12" Greater than Profile 7":12" Bella"High BattensE67.89 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct S"Tile Deck Deck Deck Deck Deck 6.19 1 6.11 6.80 1 5.99 6.67 5.85 1 6.51 1 5.68 6.33 1 5.50 6.13 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32"plywood) (min. 19132"plywood) Bella"High 2-10d Ring Shank Nails 28.6 41.2 19.4 S"Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail fRield Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 $hank Nails Field CII 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 2-10d Ring Shank Nails 33.1 48.1 1 50.9 1. Installation with a 4"etileAwacllap and fastamera are located a min. of 2'/"from head of tile: .. ... .. . . . .. •: :. ' : : NOA No.: 11-0414.08 PIMMIEW ••• Expiration Date:07/13/16 Approval Date:06/02/11 ••• • ••• • Page 4of7 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bella"High S"Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TIleBond Average weight per patty 10.7 grams. Polyfbam Product Inc.Average weight per patty 6 grams. Table 6: Attachment Resistance Expressed as a.Moment- Mf(ft-lbf) for Single Patty,Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bella°High S°Tile Polyfoarn Pol ProTM 66.5 Polyfoarn Pol ProTM 38.7 3 Large patty placement of 63 rams of PoiyProTO. 4 Medium patty plaoement of 24 rams of Poi ProTM'. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bella"High S"Tile Mortar Set 24.5 5 Tile-Tate Roof Tile Mortar. .. ... . . . . . .. • ... 0*0 • : : NOA No.: 11-0414.09 • •• . . bpq a Co N ••' . Expiration Date:07/13/16 ® Approval Date:06/02/11 • Page 5 of 7 . .. .. . . . .. .. ... . . . ... . 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami-Dade County Product Control Approved". OR ENTEGRA ENTEGRA SALES BELLA"HIGH S"CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. • . • ... 000 go. • : : NOA No.: 11-0414.08 M of • ' Expiration Date: 07/13/16 '• Approval Date:06/02/11 •.. Page 6of7 PROFILE DRAWING 1 „ 13A END OF THIS ACCEPTANCE • NOA No.: I1-0414.08 �DE� �� • ' ' ' Expiration Date:07/13/16 �• • M F • . • Approval Date:06/02/11 ••• Page 7 of 7 ... . . . ... . 3M Industrial Adhesives&Tapes Divisiou 3M Center Buliding 220-5946 St Paul,MN 55144-1000 651-733-1110 March 15,2012 General Release Roofing Industry Professionals Subject:3M7m 2-Component Foam Roof Tile Adhesive AH-160 'Polyset/Polypro AH-160 Dear. Roofing Industry Professional, This is to certify that PolyseVPoiypro AH-160 Roof Tile Adhesive manufactured by Polyfoom Products, Inc. a 3M Company will be re-branded 3MTM' 2-Component Foam Roof Tile Adhesive AH-160 manufactured by 3M Company. They are both the same formulation and manufactured at the same facility. We are transitfoning our customers away from the Polyset/Poypro AH-160 brand over to the 3MTM'2-Component Foam Roof Tile Adhesive AH-160 and we would like to communicate that these two products are interchangeable In specifications and product usage as current Inventory levels are consumed. Sincerely, Riku Yfipeikonen Manager of Technical Services 3M Industrial Adhesives&Tapes Division Phone:964-298-0206 E-Mail: MioelkonenOmmm.com • .. .. . . . .. .. ... . . . ... . `F MIAMI DADS COUNTY DEPARTMENT OFPERMrrrING,ENVIRONMENT,AND REGULATORY AFFAIR4PERA PRODUCT CONTROL SECTION BOARD AND CODE ADhMGSTRATION DMSION ) 11805 SW 26 Servet,Room 208 Mitmi,Florida 33175 2474 NOTICE OF ACCEPTANCE OA r(786)315-2590 F(786)315-2599 3M Company .vwW.aiwmldade�ev/ewra - 3M Center Building 0220-05-E.06 St.Paul,MN 55144-1000 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 PERA-product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHl may revolve,modify,,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke acceptance,if it is determined by Miami Dade County Product Control Section that this product or Ails to meet the requirements ofthe 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:3MrK 2-Component Foam Roof Tile Adhesive AH-160 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,pity,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 cban nu materials,use,and/or mafacture of the product or process.Misuse of this NOA as an endorsement of 8e in the sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section ony product, for this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-bade 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 forinspection at the job site at the request of the Building Official. This renews and revises NOA#11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigers. ' .. ••; ••• ••• �. NOA No.:I2.0228.18 mom • " Expiradon Date:05/10!17 Approval Date:05/10/12 • ••• : ••• •• • Page Iof7 • • ••• • • • • • i RooFwG COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethame SCOPE: This approves 3Mn'i2-Component Foam Roof Tile Adhesive AR-160 as manufactured by 3M Company as described in Section 2 ofthis Notice of Acceptance.For the locations where the design pressure requirement,as determined by applicable building code,does 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 tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY A LICANT: Produe iIona TM Product Des_crr_^tion Soecification 3M'Tv 2-Component Foam . N/A TAS 101 Two com onent Roof Tile Adhesive AH P polyurethane foam adhesive 160 Foam Dispenser RTFI000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dada County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use Of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFAC VRING LOCATION: I. Tomball,TX. PHYSICAL PROPERTIES: AdR20—Its Density ASTM D 1622 1.6 lbs./ft.' 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 LbsJFe Moisture Vapor'Ihnsmission ASTM E 96 3.1 Perm/inch Dimensional Stability ASTM D 2126 +0.070A Volume Change @-40•F.,2 weeks +6.0%Volume Change @I 58-F, 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% .. ... . . . . . .. • NOA No.:13.0228.18 .. ... .. . . . .. Expiration Date:05/10/17 Approval Date:05/10/12 .•. •;• ; ••. ••• .• Page 2of7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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. EVIDENCE SvBMrI"MD: TestAnencv Test Identifier TestNamoMeoort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438 3 SSTD 11-93 10/25195 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 Miles Laboratories N 25-7492 SSTD 11-93 B-589-631 ASTM D 1623 12/12/95 Polymers Division 02/01/94 Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[lj ASTM E 84 01/16/95 TtY Engineedrin8 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LECrATIONS: 1. Fire classification is not part of this acceptance,Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive All-160 shall solely be used with flat,low,&high the profiles. 3. Minimum underlayment stall be in compliance with the Roofing Application StandaM RAS 120. 4. Roof Tile mannfitCtmbs acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH 160 rooftile adhesive with their the assemblies shall test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein, with their the F _ W P' 2 MS . .. . . . . ... . NOA No.:M0228.18 Expiration Date:05/10/17 Approval Date-ate.05/10/12 Page 3of7 . . ... . . .. . . -- . . . . . . . . . . 4 1 � INSTALLATION: 1. 3MTx 2-Component Foam Roof Tile Adhesive AH-160 maybe used with any roof file assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTm 2-Component Foam Roof Tile Adhesive 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 3MTm 2-bomponent Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MTm 2-Component Foam Roof Tile Adhesive AH-1 60 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTm Z-Component Foam Roof Tile Adhesive All. 160 Operating Instruction and Maintenance Booklet. Company shell supply a list of approved applicators to the authority having jurisdiction.4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M S. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before a licaton of The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(adhesive.p (B)• The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibrati on. No other settings shall be approved. 6 3MTM 2-Component Foam RoofTile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPaekM 30 do 100 dispensing equipment only. 7. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTv 2- Component Foam Roof Tile Adhesive AH 160 has been dispensed. 9. 3MTK 2-Component Foam Roof Tile Adhesive AH--160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic the profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile profile Ttie A'� Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) FI Low Hi Profiles #1 35 N/A HI Profile Piece Barre #1 17/side on ca and 34/ an N/A lFlat Low. Profiles #2 1 24 l+U Fla Low Profiles #3 /A .. •O: . . . . . .. GO:• . . . . • 000 ' NOA No.:12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 goo "' 000 Page 4 of 7 . . . . . . . .. • . . --s—r.--.------- . . .Oo: . . . . . . . •• •• . . 0 •• •• r LABELING: All 3M"K 2-Component Foam Roof Tile Adhesive AH.160 listed herein. containers shall comply with the Standard Conditions BUILDING PERMIT REQUIREMENT5: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESM PLACEMENT DETAIL 1 SINGLE PATTY Vdit"*Pkm"ssnt na�y�„wl,iN! Nrrf�.e.q,wa�eanir�t Qe+ 11 it ►>ahl rn� 1 � . ff f1►n, bredaa � Food! Somemo ►ad1 mom* 4wcsamaN� Me* qWa En►dasn 8wdewn It4�r/ � 6t1�►Asenns►heta Dibsdp� Rd MW*ohoKV"t ►�dh�7b} 1)►hbsnnpMsdAnM•t,sehlswntest sNsp►II�Aspplleslar !M►4wapl�vb�ean�nt M�a� �ganlneMslnaM�bdrayn»prt�s �t�e1'k�Ranerb�id�Wpvroew mm. � 1MrtMshlf�.fis. • 1 • 6MENrw �� • KM Lwffeat IMirr� 'k� � Ih �Covenn}woorawAbAlommoicopmat ahssMl� 1M+� " of CPO" ►d"Moft lsMstssw Rn, � �' �Ma►Us�s Fads Ba �QpssdlAs 6ok" "• •' • • •• NOA No.:12-0228.18 MIAM EaP[ration Date:05/10/17 Approval Date:05/10/12 ' ;•• ;• Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY all eamant h t po"1176) Non vim*phwe"m m Undhy at P+frle"T11) i UndxhyAunt 1 1 rin�bbrn T In®2In. E+ri Cean • Freda hada WipNeh Eriefemp Eandesunr NaN thau9A phNk aannnt ��fl� 7 b®�lilIL b"Clom F" see see •• .•. •• . . . .. NOA No.:12-0228.18 Expiration Date:05/10/17 Approval Date:05/1om so. 0:6 :.. :. : . Page 6 of 7 • . • ... ADHESIVE PLACEMENT DETAIL 3 DouBLE PATTY Nap Ouonph pheth:Cement men ole) Nell throum PIMrC Cement Single Wddytmder Ble • IladerisynMnt SIepN Paddy between tk fund.►ere) • I :m.x»ti n�ahnn n 1 dour"0* �rX33 � ✓past. Mk unln.x P to SMO Paddy on 21 1 fn. gl 4 In. 2 fn. and&% ends Iryment 1 I Imm on p or me Fade oiltop OrMs RXlhmeft % !ria ww" F SW P Ware Coarse Esw Closure "top pietN cement oder tpe fth Paddy Its �31n.x3kPOW atopefft dl deans U.xlkmedtum lisle f m feeCh peddyeew count only END OF THIS ACCEPTANCE . .. . . . . ... . •• ' ' ' ' ' NOA No..,12-022&18 ••• •• • • • •• Expiration Date:05/10/17 Approval Date:05/10/12 •'• '�' •'• •" •'• gape 7 of 7 • • ••• • • •• • • • •• • • • • •`iT— -�-- ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •