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RF-19-475Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 03/06/2019 Parcel Number 1060 NE 104TH ST, Miami Shores, FL 33138 1122320290220 Contacts Permit No.: RF-03-19-475 Permit Type: Roof Work Classification. -rile/Flat Permit Status: Approved Expiration: 09/03/2019 ERIC WOODLING Owner 1060 NE 104 ST, MIAMI SHORES, FL 33138 Other:7275600539 OBENOUR ROOFING SHEET METAL & Contractor SUPPLY CO. INC JAMES OBENOUR 9822 NE 2, MIAMI SHORES, FL 33138 Business: 3057572612 OBENOURROOFING@AOL.COM Description: TEAR OFF EXISTING TILE AND LOW SLOPE Valuation: $ 35,630.00 Inspection Requests: ROOFING. INSTALL BORAL SAXONY SLATE 900 EXPRESSO 305-762-4949 COLOR THROUGH ADHESIVE SET, TV MAX UNDERLAYMENT Total Sq Feet: 3,691.00 PER NOA INSTALL GAF MODIFIED BITUMEN OVER 1 1/2 POLYSOCYANURATE INSURLATION PER NOA Fees Amount Application Fee - Other $50.00 CCF $21.60 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $7.20 Roofing Fee $275.00 Scanning Fee $12.00 Technology Fee $8.13 Total: $382.06 Payments Date Paid Amt Paid Total Fees $382.06 Check # 9590 03/06/2019 $382.06 Amount Due: $0.00 Building Department Copy 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 accnd that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above nameura tractoyh do/t,4e #ork stated. Authorized Signature: Owner / Applicant / Contractor / / Agent Date March 06, 2019 Page 2 of 2 r -31G� Iq oo BUILDING PERMIT APPLICATION gECEIVED Miami Shores Village MA o Zo» Building Department Y 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 t FBC 20 11 Master Permit No.2F 03- I� Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I0 610 N 119 `/ S % City: Miami Shores County Miami Dade Zip:3%3� Folio/Parcel#: //-z-7-3 2. —0 i9 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood fZone: BFEE: FFE: OWNER: Name (Fee Simple Titleholder): `<y ®�i��li1� C /(,( " -hone#: City: = /Oc o/LFS State: A:7-1- Zip: �/3 Ir Tenant/Lessee Name: Phone#: Email:_;, _ ,.:' 04beW 6L,,rr6oj .,'�-,�_� G'�0 r (�—o CONTRACTOR: Company Name: Address: /✓45 JAlh City: A(4wfi lryokej State: �L Zip: -33/3 b' Qualifier Name: - m e f h -e x)v /1- Phone#: State Certification or Registration #: Certificate of Competency #: C z? 106 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $_T 3 O Square/Linear Footage of Work: --�& W Type of Work: ❑ Addition ❑ Alteration ❑ New [ Repair/Replace ❑ Demolition Description of Work: i � ,rt- a rF �/G E f 10u� Lo E o.L-.✓ _.✓1 ! c�i%L f si�X �ir�C`�S SS ri a /d /Lu 4 I �P.fi �P Cx &/ D'� a. " . �✓D �- �/�f)JaC/ !9Z� `e� AfA1"4* a3jr�iHFA1 ov�� l /z,�a�yrfr�c�a�► Spd I cofor 4 color thru tile: j� s +-e S S L Submittal Fee $ Permit Fee $ CCF $ CO/CC'$ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ '-3 (Revised02/24/2014) �.J�,)92 �/ r � tw x✓ 1 c Espresso Blend I Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit1b do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWN" —ENT The foregoing instrument was acknowledged before me this >--14\ r day of _ /l,/A 1^ � 20 r 1 by eS ") � LJ n n Q� { f7 �i , who is pers_ ona� known to me or who has produced as Signatur Z a�4� V CONTRACTOR The foregoing instrument was acknowledged before me this 6Ayday of 20 ��, by 777 who is personally known to '5 -17,>� eAJUvV— me or who has produce as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ,, (( Sign: Print:G i - Print:�rl�•c Seal: Seal: CATHERINE A. DUFFIN ;' -; Notary Public - State of Florida .. CATHERINE A.DUFFIN r s ` Commission # GG 104296 Notary Public - State of Florida "rr,�i❑K,}i`ilvded through National Notary Assn. I . y;' y , ' r N; My Comm. Expires May 14, 2021 ' rBonded through National Notary Assn. APPROVED BY Plans Exami...........Zoning Structural Review (Revised02/24/2014) Clerk To Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department Date: J---/ i 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: JE54-uC 9 aka A Property Address: %96 a Al LJ--7 l�7 Sf- Roofing Permit Number: Dear Building Official: r I e— e-70 certify that I am not required to retrofit the roof to wall connections of my buil 'ng because: he 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) Signature State of Florida County of Dade Print' Name 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 /- d 1 9 ,�/ ,•••1�Nva�; • Notary Public, Sate of Florida at Large CAHERINEA.DUFFIN _;«•`: NotaryPublic-StateofFlorida Commission k GG 104296 My COMM, Expires May 14, 2021 • When the just valuation of the structure forpurpose t of ad valorem taxation is equal to or more than $300,000.00, and t 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 2111/201it, Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-029-0220 Property Address: 1060 NE 104 ST Miami Shores, FL 33138-2656 Owner ASHLEY OBENOUR ERIC M WOODLING Mailing Address 1060 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,107 Sq.Ft Living Area 2,049 Sq.Ft Adjusted Area 2,483 Sq.Ft Lot Size 9,900 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $346,757 $346,757 $346,757 Building Value $251,271 $251,767 $78,243 XF Value $4,402 $4,453 $0 Market Value $602,430 $602,977 $425,000 Assessed Value 1 $443,037 $433,925 $425,000 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $159,393 $169,052 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 EVENINGSIDE PB 44-53 LOT 8 & E15FT LOT 9 BLK 2 LOT SIZE 90.000 X 110 OR 19411-1026 12 2000 1 Generated On : 2/11/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $393,037 $383,925 $375,000 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $418,037 $408,925 $400,000 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $393,037 $383,925 $375,000 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $393,0371 $383,9251 $375,000 Sales Information Previous OR Sale Price Book- Qualification Description Page 06/24/2014 $455,000 29206- Non -market financing or assumption of 3856 lease 04/01/2006 $0 24452- Sales which are disqualified as a result of 4127 examination of the deed 12/01/2000 $188,000 19411 Sales which are qualified 1026 07/01/1998 $0 18218- Sales which are disqualified as a result of 1449 examination of the deed 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: SK0 IDP SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. �Tpgeownees initial in the designated space indicates that the item has been explained. • . . .... ...... 2• Renailing wood decks: When replacing roofing, the existing vrot 4mef deck may have to;....; be renailed in accordance with the current provisions of Section R4403. (The t6?deck is uShAffl. ' concealed prior to removing the existing roof system). • • • • • • • • ' • .... ...... . ... ..... 4. Exposed Ceiling: Exposed, open beam ceilings are where the tMdetside of the roof decking. •.:. can be viewed from below. The owner may wish to maintain the architectural appearance; ttNeUre, • roofing nail penetration of the underside of the decking may not be acceptable .Viis providgs tpevption o;.... maintaining the appearance. , 0 0 6• ,,L Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow / scuppers in accordance with the requirements of Sections R,44402, R4403 and R4413. 127 two OwnerJAgent ignature to iVContractor Signature 'Date Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Sa Reef Area fSFI StROn S1OnaO ROOF AM section B (Root Pianj 'ketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overfli cuppers and overflow drains. Include dimensions of sections and levels, tla !tantiry dlmanslens of alavaftd eressurs was and lecatlen Of naranats_ "a. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Sv stem) - Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as'NAJ System Manufadurer: G 4 F NOA No.: / 0'— D 9 / Design Wind Pressures, From RAS 128 or Calculations: Pmsx1-#l- 9 Pmax2:�ry/ 7 Pmax&— 07 Max Design Pressure, From the Specific NOA System . S 2.5 Deck ��-/-/ Type:_ 1 x G � `f vT / GaugerThicMess: 34� Slope: �^r_ AnchodBase Sheet & No. of Pl y(s): &Z & Ae * ga AndwBase Sheet FaVenedBonding Material: `Insulation Base Layer.. �soc y,addL.�'>✓ Base Insulation Size and ThIcImess: A sf Base insulation FaswedBonOing Material: Top Insulation layer �/* Top Insulation Size and ThIcIm ss: Top Insulation Fastener/Bonding Material: !Base S s) & t o of Ply( j��•9✓fir / — !/.LTi M 4 ev Base Sheet Faster)erBorling I'A�aterial: Ply Sheets)-& No. of Ply Sheet Top Ply:�r��j�� Top PI r�Fastener ondi Mat I: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Reid: 7 ' oc @ Lap. # Rows : 0 9 ' oc Perimeter. 4 ' oc @ Lap, # Rows '/- @ __�2 oc Comer. ' oc @ Lap, # Rows E� ' oc x Number of Fasteners Per Insulation Board 4�A. Field Perimeter Comer Illustrate Components Noted and Details as Applicable: • • • • • • Woodblocking, Gutter, Edge, • A'esmination, • Stripping, Flashing, Continuoee • Cleat, Oent• • Strip, Base Flashing, Counter* • •Flashing,• Coping, Etc. .... .... Indicate : Mean Roof Height, Parapet Height • • • Height of Base Flashing, Component Materia�, • • • Material Thickness, Fastener Type • Fastener - Spacing or Submit Manufacturer 3etails that• Comply with RAS 111 and Chapter �� • FT. Parapet C,y/. Height G f 9I'sru : u Ar. Q� f / c sin Ail%',oy-77 (� bJ o o � i AEG Mean t AP` li v�,C6,c W /2- S e c✓ rr H� ht F eig &.3X 6 rVwd .4k11,4 �, ,A e4,fe Ceer*"' TE�I1 L A�PlGt � ,000/'�r�d . AX0YVsrYA4rC- riLO Leo G Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for AnchodBase Sheet and Identify Manufacturer Attachment (If a component Is not used, Identify as'NAJ Field: �' oc 0 Lap. #Rows �- � �' oc system Manufacturw r A-c / r: � I � - a �' � y . J 1 Perimete' oc (� Lap, # Rows � @ �' oc NOA No.: Comer. ' or. a Lap, # Rows ' oc # A Design Wind Pressures, From RAS 128 or Calculations: Pmaxj:-jQ, 9 Pmax2._7/ 7 Pmaxa. /416 Number of Fasteners Per Insulation Board `�Z� Max Design Pressure, Fom the Specific NOA System: sz:.i Field Perimeter Comer Deck: Illustrate Components Noted and .... Type: /x 4 '�'� `dam Details as Applicable: . . .... ...... Gaugarrhiclawss: 3`4 Woodbloddrig, Gutter, Edge •'rerminations � • f Stripping, Flashing, Continuous • Chat, CaM . .. ...... Slope- ,EL,Q i Strip, Base Flashing, Counter• : *Slashing, . . •• • • •• ... Coping, Etc. .. .... . . Anchor/Base hor/Base Sheet & No. of Ply(s): lam: Mean Roof Height, Ffarapet' Height, ...' ..... Height of Base Flashing, Compeseet. Material. ... .....' Anchor/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener T)p'e,. Fasten1r.' : ...... Spacing or Submit Manufacturers .0etails that . .' Insulation Base Layer T/� Comply with RAS 111 and Chapt$r 16. ; � � • 0 • ; • Base Insulation Size and Thicla►ess: 00 0 0 00 . • • • • • • Base insulation Fastener/Bonding Material: Top Insulation Layer �/A d��/ Jb "�Q FT' , - Top Insulation Size and Thickness: AL 1901 Parapet Top Insulation Fastener/Bonding Material: Height Base Sheet(s) & No. of Ply(s):l/ �4 Ito ?Ao/� v _ 1 //Jati � /nos r lVA q w4t -%Tu/v��PJ�iJfi_N%M/ �'i:� ,4 /X $' 1 t� Mean Roof�O Ply Sheet(s).& Now.. ooff-Plly(s): iZhProi�! .20 Ply Sheet F /Bonding Material: y„ l' Height hii- On 'P/-"awv ,GYM Of't Top Ply: LA/eltA( Sf1e'Xt% Top Ply Fastener/ ding Material jr M64e Surkwft: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer:C- Notice of Acceptance Number: _ �8 Od"Oq. / 7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: S , P P1: �� l�r P1: 24 Deck Type: ` n •�`• 1 Y Type Underlayment: "" �ls iJ �ZG #tea ...:•. Roof Sb7e, • • �• • • l � `/� • .... • 1 Insulation: dose •••• !••�•• I • •••..• • ••• ,..•.• •• .. •• • j••J.•• Fire Barrier: �/ •...•. . 10: /,•% • . Ridge V nation? Fastener Type &Spacing: io gQ Z�� 1 Adhesive T 1 ype: Ile" ; 1 Type Cap Sheet: %yy 1 Mean Roof Height: / Z Roof Covering:�Ny�� 1 1 Type & Size Drip 1 Edge: , ca3z hrv�v,✓ ,a[v 1 1 FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2017) 471 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tale systems, choose dther Method 1 or 2. Compared the values for Mrwfth the values from MI, U the Mt values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt; '(1, z 1~ , 3/4— . t3IT 1—Mg: % e, Z =?41 NOA W* (pzr-7/,7 :X i3/1 a 17-A4-i)—Mg: Gam- _]y�tI�.9� NOA14k /E/.'/ (P3.'/o S/ z i%�J' = 3�f,y L) — Mg: % �i �— _ , `� NOA N* Method 2 "Simplified life Calculation Per Table Below" • . ..o. .•.•.• Required Moment of Resistance (Mr) From Table Below NOA'D'lf'�' ..J•.• •r •• •.•.•• Mr Required Moment Resistance* ago*** • Mom Roof "*ht Roof slope I° IV 2W 2F • • •'�O' • • • �6' • • ' • .. • • • 1 • .428.0 29A 3W.5a .1230.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area -of the roof, then the tale attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : z l: m z w: _ _) — w: : cos B: = Fr,: NOA F' (P2 : z 1: = z w: _ ---) — w: z cos 6: = Fr=: NOA F' (Pa : z 1: z w: _ _) — w: z cos O. = Frs: NOA F' Where to Obtain Information Description Symbol Where to find Dedp Preasme P1 orP2 or P3 RAS 127 Table I or by an eagcoeeriog anslyau prepared by PEbmdonASCE 7 Mean Roof HeW H Job Site Roof Siope g Job Site NOA Reftfing McBat due to GMVftY MR NOA Adacbma t Reaistanoe Mr NOA Mameat Red team K CsIcub cd bum Atdchmeat Redomm F NOA Adift Redstmx Fr Calculated A Tik W NOA TileDimeasiooa 1= kern wa wibh NOA All caked dons mast be submitted tD the Building Official at the time of M I A M FnDWADME ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral,Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction rxateiials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - P;9dLtct:Controj Section to ge:: used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdia"4AHJ)'..'.: ....;. This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyArodu ct Coptyel•Section •• (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tlid light to ha1R'this • • ; • • product or material tested for quality assurance purposes. If this product or material fails toYer%rin in tht &Upted manner, the manufacturer will incur the expense of such testing and the AHJ may immedia�e)yFgyoke, modify*, or •: • suspend the use of such product or material within their jurisdiction. RER reserves the rigir to revoke this arceptance,..: if it is determined by Miami -Dade County Product Control Section that this product or material fails to t7n'ee14Re requirements of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with the Florida BuildinglEbde including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 No.16-0711.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino 12 NOA No.:418-0509.17 Expiration Date: 04/26/22 ,S Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Catep-ory: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Aunlicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxon 900 y Length = 17" gt TAS 112 Flat profile, interlocking, * • • � • • • • p g, jgk-pressure extn�ded Split Shake Width = 13" concrete roof tile with twg "boles. F.qt" direct deck. ; • thickness = 1-9/32" batten, mortar set or adhesive set applications. Top • • • • surface produced with 4 djf*rerlt confgarations: • 1. Complete tile brusftdd • • • • • • •; • • • 2. Right half brushe5'CIMA,n in draWring) ""' N• • •••••• 3. Left half brushed::,:: • • 4. No brush ; • • • • • ; • Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high Wessurt extruded % o o o ; Width = 13" concrete roof tile with two nail fioles.:Far direct deck, ' thickness = 1-9/32" •• batten, mortar set or adhesive set applicatio••ns. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-77 TAS 100 „ Redland Technologies 7161-03 Wind Tunnel Testing ••• •gec* 1991 Appendix II & III TAS 108 (Nail -On) ...... • • • • ; Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing ...:.. Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 �••••� Wind Tunnel Testing • • • • •••••� fttly►1994 • •; • • TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testinfeoof • .... $eft. 1993 • • �':' screw vs. smooth shank naifs • Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Au"� 1994 .... Engineering, Inc. TAS 112 • Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componepts 1141 be instilled 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 r....' '....' 00:0 Tile Profile Weight-W (lbf) Length -I (ft) • W' th-w (ft) .. .. .. . .... Saxony 900 10.9 1.417 ; • • ; • ; 1.08 • Slate, Shake & Split Shake 0 0 0 0* 0 "" Table 2: Aerodynamic Multipliers - X (ft3) ' ' ' Tile X (ft3) (ft) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake ` Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5"•12" 6"•12" 7"•12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 , 7.62 _ 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application -Minknum At"ment.. Profile ' • kesi%tartcq Saxony 900 Slate, Shake & Split Shake Adhesive' ... i.. 31.3 2 &. ..,. 5; 4' ... .. .. 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond- one -component foam minimum weight per paddy 13.9 grams`. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 0;""' • 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 �raw;s.: Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.93 740.4 4 935 45 6 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". . . .... ...... ...... .. .. ...... LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES-FLPLANT. ...... LOCATED UNDERNEATH TILE . 0000 ` .'"•. .... .... ..... . . ...... . ... ..... 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 edgr to • • • • properly evaluate the installation of this system. 0000 PROFILE DRAWINGS NOA No.: 18-0509.17 MtAMFoAwe coutv7Y Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES 0 UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK . . .... ...... ...... .. .. ...... .... .... . . . •.. ..•• ••.•• .•.... . ... ..... • •..••• .00 • 0000 • • • • • • .• •. . • 0 0 0000 NOA No.: 18-0509.17 MiArtEoane courtrY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS NAIL HOLES -i ` Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE 1-9/32" (Shake) . . ...... 000000 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES V PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) s NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 7. t MIAM .., MIAMI-DADS 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.¢ov/economy _ICP Adhesives and Sealants, Inc'. 12505 NW 44"' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the ?:lorida qJ*,qi*4ing Co.4e� including the High Velocity Hurricane Zone of the Florida Building Code. • . • ...... .. .. ...... DESCRIPTION: ICP_Adhesives Polysee AH-160 ; • • • •; .... .... ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,*eiiq, state end•followNig • • 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 beauiw change • • • in the applicable building code negatively affecting the performance of this product. : • 0 • 000000 •• • . •• • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages l through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 1.7-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment . . 0000 • ... • • 30 & 100 • • • ...... .. .. .000 PRODUCTS MANUFACTURED BY OTHERS: .... .... ..... Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NQA.vkich list aRaehment.:..' resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. 009000 • • • • • • • • ...... MANUFACTURING LOCATION: 1. Tomball, TX. • • • • • PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MiaW�,ur9 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Report 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 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 •••• . . .... ...... Celotex Corp. Testing Services 528454-2-1 TAS 101 1b/23/W 528454-9-1 • • • • • 528454-10-1 .... .... •••••• . . 520109-1 TAS 101 '....' 121208 ..... 520109-2 •••••• • ••• ••••. 520109-3 520109-6 """ • 520109-7 520191-1 TAS 101 • • • b3/02/99 • • • • 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 rile 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 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. ". • tl• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minut"BACr ICP Qdhe%ives Polyset® AH-160 has been dispensed. ...... ....:. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acIard'ance with tht :....: 'Placement Details' herein. Each generic tile profile requires the specific placement neteTAwein. • * * * .... ` .... ..... ...... . ... ..... . . .. .. .. . ...... . . . . ...... . . ...... .. . . .. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan . . .... LABELING: ...... • All approved products listed herein shall be labeled and shall bear the imprint or identifiable'rhWiig of tw �" ' • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Controi roved" or the Miami....: .... Dade County Product Control Seal as shown below. fees• QMAE cau�vrY so:**: . • : • : • • • • • . ...... . . . . BUILDING PERMIT REQUIREMENTS: ; . • • • •. • . ..... As required by the Building Official or applicable building code in order to properly evaluate"e iiistallaVoe(liethis `• • • system. "" NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 Euw j Nail thre"hpbs* cement tvwhen nvulredl Sattern op"O"al ADHESIVE PLACEMENT DETAIL # 1 PwWy tmft4athTii.t j Em ae"re NA thnwgh flack (when rags®red) ►addg (tI""Rhiilel vadadwyWomt +� t0ia.a 2 In. WWQ 9anm$ a Optimal r` lava torts Fascia W"PM* t0 in. J M. Eare dam e .� �rapadga Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25,44mmifoam paddy onto the underlaAneuf position tl•i;s showtl• • • • • under the pan portion of We ti% closest to Me • ....... .. overlock of the tile beiriu a •. .....•. ..... . .... .... . . 2. Continue in same manner.Woure ap�xgzj flately,j7, • • (109.7 cm) — 23 (148.4 eF4) square inchadhesive :.. • contact with the understde of the the . • ...... • . . . . 000000 • • . 00000 • .. . . .. . . • . High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 trff ft"Sh #4011COM"I PwelpBlamritArirl Bann" cod"o � Eavo COWW 161h ti►2 r� Nail (bre h O"fic Comm #Wkm ers *edl f- 7 arnm ap ti+a"! #av� Cio��e F&VO Coon• ti—_ Nod1 h Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. . . .... ...... Medium Profile / Double Pan •'Fie • 1. Starting at the eave course,'appt}i a mirli8tMT' (5 . • mm) x 10" (254 mm) x 1" '4 mm) foW paddy • • • • • . . onto the underlayment po;ilmneas shewli under t1le • pan portion of the tile cloWj jq jhe overlock of the tile being set. Insure apprdxintatgly 17; 109.7 cm2) • 23 (148.4 cm2) square inch adhesive cWfatt With toe . underside of the tile. • • ..... .. . 0000 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) a� eMougl� � c t.�en ret�rirod) ?�M I�.n•�A Tib) undrt.�•yn�t Em Govse eu�. o�p.eq• APPROVED FMI High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. ."•' . . . •..• ...... • • • • • • • • • 0.:0.9 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 mu faagb iptsskaroeu Padd�r(betweentles) twhenbattens options# • • Paddp (abler cite) ? an�ofM , 4x 4 in. p" on 2 x 4 in. • tots rya Eareclosae Rat/Law Proflla Tile Me I= PmfileTile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cmZ) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Isteetre approximately 8-9 in2 (51.6 5%l cm2) VfVdhesivo, • • • • • contact with the underside of the tile. ` . ; • (Instructions continued on 4xt.page) • • ...... .. .. .. . ...... • •..... . .. ..... • • •• • . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) NA ftoogh On* e paddy under tle (when reqube$F /11 t�addylbetwea►d1es1 Battens aptionaF Paddy (under tlk) on j 4x4in. SkWfie 2x4Fn ppaadddd��on top oitle Bare courseP Weepmle to Fn 2 in. Eme dowre Dripedge High ProflloTU* 3. Also apply a 2" (50.8 mm) x 4" (101.6 nun) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm') - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. . . • • • .. • • • • • • .. . . • • • • ...... .... .... . . • • • • .... .. . ...... ...... .. . . . :Soo:* •••••• • • • • • • • • • • • • • • • • NOA No.: 17-0322.03 CM11AMMADEcounmr Expiration Date:05/10/22 -032203 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. • IUnderlayment 1 Eave dosure (motar shown) Fascia Remove top portion at the eave course cover tile. Abut to second course of pan tiles. Ensure eave and of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm') — 70 (451.6 cm') square inch adhesive contact with the underside of the pan rile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly p"ibe inner edge of each side of the cover tile. Leiwe' ...... approximately 3/4" (1Nnm}to 1" J25 4 Run) from the outside edge tif" the tile, inward', free of • • • • • foam to allow for expMAM! ; .. • . eeee .... 4. Turn cover tile over aft; fggm is applied and • • • • • eee ..... place onto pan file cowt.14sure 20v0iroum of • • • • 20 (129 cm) - 25 (161 *%ami:) square inch contact area on each side of the cover the to tho, ...:. pan tile. Continue in s;tmq %anner! Trrm away • any cured exposed foarh'adlfesive.,PgiMJjig of • • longitudinal edges of the cover tiles grY considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIAMFDr4DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Polyglass USA Inc. —) 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ." This product is approved as described herein, and has been designed to comply with the Flor da-,Auilding Uode • • • including the High Velocity Hurricane Zone of the Florida Building Code. • ...... .. .. ...... • • . • • • • ESCRIPTION:�Polyglass Polystick-Underlayments • • • • • • 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,' c*4,* hate aria VIDwing' • statement: "Miami -Dade County Product Control Approved", unless otherwise noted here* • • • . . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and there has Wit hVchangg • in the applicable building code negatively affecting the performance of this product. • • • • • • : • •' •: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. am The submitted documentation was reviewed by Freddy Semino., NOA No.: 17-0614.22 MIAMaDA �E COUNTY Expiration Date: 09/13/21 Approval Date: 67/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL CateQory Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 333/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'3 3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max. 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adloriV,, polyester reinforced, • • • • Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. De?1kne8as a a Yopf hle • • Location #1 & #2 ...... .. .. ..... . underlayment. • ...... . Polystick TU P 32'10" x 3'3 3/8" TAS 103 and A rubberized asphalt waterpro6ritt mernIA , glass- • • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, wit....)i a go. rranular sdr�ce ": ". . ... Location #2 ..... designed for use as a tile rootpn4grlayme%,, • : 00 : • • Polystick TU Plus 65' x 333/8" TAS 103 and A rubberized asphalt self-adliering,:glass-fibet/polyester '. (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing meVibrape. Desr' tr as a mefai • 0 0 Manufacturing roofing and roof tile underla}'4Vfit.; ; • • • • Location #1 & #2 • • • • Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TASJ 110• • • •0•4/!7/16 •••• •••••• PRI Asphalt Technologies PUSA-035-02-01 TAS 103 " .' 09/29/06 '. PUSA-055-02-02 TAS 103 • • • • • • •11/10/07 """ PUSA-089-02-01 TAS 103/ASTM D4798 &.Wi 5 0 4,Q7/06/09; • • • • .... .... ..... Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 8c fAff • z10l/08 • • : • •' RX 14E8A TAS 103/ASTM D4798 W G155 • • • 11 ;09/09• • • • � • DX23D8B TAS 103/ASTM D4798 rt2*Z 02/18/10 •, DX23D8A TAS 103/ASTM D4798 � G 1i55 : • • 02418/100 "": LABELING: • • • • 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. CMIAMD�ADECOUZ BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) • • • • Membrane: • Y••• ...... . . Elastoflex S6 G, hot asphalt applied . • • • Surfacing: See General Limitations Below. • • • • • . .. .. • • • • • • •••••• •••• •••• • • Deck Type 1: Wood, non -insulated • . • ... • • • • • • • . Deck Description: Min. 19/32" plywood or wood plank • • • • • • • ...... System Type E(3): Base sheet mechanically fastened to deck, subsequent cap ri'VAX me self- adhered. ' Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. • Fastening: 0 000 Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a�mmAum 4"head lap. (for • •••• base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: • • . . .... ...... 1. Fire classification is not part of this acceptance. • . . ...... .. .. ...... 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polydi�ak MTS Pius may be • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roo*Sl esysternmand quarry slate roof assemblies. 96990 ***so* • • • • • Polystick TU P may be used in all the previous assemblies listed except metal roofmg' ..... Polystick IR-Xe may be used in all the previous assemblies listed except metal roofs* j*x' j roof tite systems. • • 00 Polystick TU Max may be used in non-structural metal roofing and roof tile systems 0 0 • 6 00: Elastoflex S6 G may be used in roof tile systems only. • . . . 3. Deck requirements shall be in compliance with applicable building code. • 0 0 : • •. :0000' .:.. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and MIA►MFD/►ne COUNTY NOA No.: 17-0614.22 Expiration Date:-06121 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approveo.'14e System Notice of Acceptance and applicable Florida Building Code requirements. When battens are requtr&4Ifley shall.... be utilized during loading and installation of tiles. • • • 10. Care should betaken during the loading procedure to keep foot traffic to a minimum an!;*avoid dropping of*.***': 004000 tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadiWprocedure. .—.two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slopep fora total oi.&Oes —far,.*. all underlayments except Polystick MTS which shall be loaded onto battens. • • • • • • • • • • • • • .. .. .. . ••.•.• 10 Q. 2 ca N to 4 t ^� '' yh,jd•� POL'anCKlU Rus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge §elm as perPelyglassr • • • ; • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimurtl'1 5/8' metal'disk�ts required in Miami -Dade County or simplex type nail as otherwise allowable in other reins, at a nummum ra e • • • • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail a; ia.•area pars &.yar" of • • • •; the face of membrane, with the above stated nails and/or disks. The head lap membrabCjS18 covet JUQ Atea berg.. back -nailed. (Please refer to applicable local building codes prior to installation.) ...... . ... ..:..' ... .. . ...... 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. • • • • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of PobW;; s • • • • • Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium M$ FlAbing Cement, ;....; XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied i between• the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6'/4'/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .... ...... .... .... . . .... .... ..... ...... .... ..... .... .. . ...... . . . . ...... NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 M1AMk�AI MLAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CertainTeed Corporation 20 Moores Road Malvern, PA 19355 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 1ftt the requirements of the applicable building code. . . .... ...... This product is approved as described herein, and has been designed to comply with the Florida Bu ilding'Cag; • including the High Velocity Hurricane Zone of the Florida Building Code. • • 0 •..• •... DESCRIPTION: ,CertainTeed Underlayment Systems • • • • • • • • • • • • • • ...... . ... ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or too • gate and l owin � • p logo: pity. fP g .' statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereirt ' : 0 0....:. RENEWAL of this NOA shall be considered after a renewal application has been filed and tkere:has boen #io 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# 14-1028.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0306.07 Expiration Date: 11/24/19 1 Approval Date: 07/26/18 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeorv• Roofing Sub-Catep-ory: 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: Product Dimensions Test Product Specification Description WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 assemblies. Designed as an ice & rain shield. WinterGuard Granular 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufuring rolls bituminous sheet material for use aS IV . Location #2 .... ...... underlayment in sloped reoi assemblres.� • • Designed as an ice & I41A Meld. • • „; • ...... WinterGuard Sand 36" x 65' ASTM D 1970 Embedded sand surfacedMedifre4Tgerglass rolls reinforced, bituminous seeet materikt for use a§ an • • Manufuring ••••.• ••• •••• Location #2 underlayment in sloped igai'assen144es.; �. •, • • Designed as an ice &xaiin shield. . .' . . . . •....• Diamond Deck"" 48" x 250' ASTM D 226 Synthetic, scrim reinforced jmderl*gyrrlejit for use•••; Manufuring rolls Type lI under shake, shingles, slate or met%%Qfmg. Location #3& 4 MetaLaymenf' 39 3/s" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for Manufuring rolls use under metal roofing. Location #1 Black Diamond'' 39 3/s" 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 not permitted in the HVHZ. NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/a" 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 Base Sheet Manufuring Location #1 Flintlastic GMS Manufuring Location #1 Flintlastic SA Cap Manufacturing Location #1 Roofers' Select Manufacturing Location #5 RoofRunner Manufacturing Location #6 39 3/s" x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. rolls Type II 39 %" x 32' 10" ASTM D 6164 Granule surfaced SBS Modified Bitumen rolls Grade G membrane with non -woven polyester mat Type I reinforcement for mop application. 39 3/a" x 33' 11" TAS 103 Polyester reinforced, self -adhering SBS modified rolls bitumen cap sheet. 36" x 144' rolls 48" x 250 rolls MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA 6. Vapi, India MAMMALDE COUNTY •••• • • • • •••• •••••• ASTM D226 An asphalt -impregnate$= organic fett wiwforced Type I with glass fibers, roof�gierlaymeilt. • • •• •••••• •... .... . . ASTM D226 Synthetic, scrim rein oho �d anderlayrnen�t for use Type ll • • • • under asphalt shingles.. • . • • • • . . . • .... % NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 3 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31 G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 C30280.12.09-R2 ASTM D226 12/11/09 C32240.03.10 ASTM D4977 03/04/10 C30890.03.10-1 ASTM D1970 03/17/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C40050.09.12-2 ASTM D1970 09/28/12 C31410.10.10-R1 ASTM D5147. ASTM D4798 11/02/12 C45240.01.14-1 ASTM D1970, TAS 110 01/15/14 C32930.01.11-R2 ASTM D1623 01/20/14 C45240.01.14-2 TAS 103, TAS 110 01/24/14 CTR-SCI 1145.16-3A ASTM D4601 09/19/16 CTR-SC11415.11.16 TAS 103 11/28/16 CTR-SC11505.12.16 ASTMD1623 ••49-/22/16 ACT -SC 14110.06.17-1 ASTM D 226 .'. • • • 06729/17...... .. . PRI Construction Materials CTC-093-02-01 ASTM D6164, ASTM A4798 . . • • V09/11e "'" Technologies, LLC CTC-163-02-01 ASTM D6757, ASTM.D226, .. XI09/1 ; .... ASTM D4869 • • 0..... ..... ...... . InterTek Testing Services Ltd. 10103165000Q-002C ASTM 1)22t " "• 08/13/13 • • • • • 101227796COQ-003C ASTM D4398 : ': 08/13/13 '. 10103165000Q-005C ASTM D4969 ; • • •98/13/1 • .. . . .. ...... QAI Laboratories RJ3334-2 ASTM D226 • : • 91/07/ 14 RJ3502-1 ASTM E108 09/29/14 NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 4 of 9 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 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 36" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards 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) a single layer of RoofRunner shall be applied with printeq side up, parallel to • • the eaves, overlapping each course with a minimum 3" headlap and A 6" etrd lap pl q chanicall}k ...:. fastened to deck with approved nails and tin caps 6" o.c. at the side faP ad$e and spaced 15" o.c. vertically and 12" o.c. horizontally in the field of the roll. • 0000 Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 5 of 9 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. 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 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 or more plies of ASTM D 226 Type H or ASTM D 2626 with a cmnimum 4" headlap and p• • • .. 0 • • 6" end lap mechanically fastened to deck with approved nails and tin qW.6" o.c. el IN side lad ' edge and in a grid pattern spaced 12" o.c. in the field of the roll. 000000 • • 0 • • . Membrane: . .. .. .. . ...... One or more plies of Flintlastic GTA torch applied to anchor sheet of Wft;rGuard I-1:T, .' WinterGuard Granular, WinterGuard Sand, MetaLayment or Black NamoAd Ba*65bCgt self-• • •.:. adhering membrane adhered to the anchor sheet with a minimum 3" Leadfap and 15" end lap. ; • • Place the first course of membrane parallel to the eave, rolling the membrane to obtain . • • . • maximum contact. Remove the release membrane as the membrane is applied. Vertica.l strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 6 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type H 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 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 2040 lbs./sq. Membrane: One ply ofFlintlastic GMS adhered in a f ill'mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq: or Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel 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 acceptable. If membrane is. strappa4 gthen • anchor sheet and ply sheet must also be strapped. ' When used in Tile roof systems the cap sheet shall be back nailed to deek with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the -AU laps andat the end laps. No nails or tin caps shall be exposed. • • • • • . . . . . ..... Surfacing: •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be u9od,%ith any approved root • • • tile system mechanically fastened as specified in their current NOA. 0*0 •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used Ah anyeapproved roof tile: system � adhered as specified in their current NOA using any foam adliesive IisVdand .....•. 00 having a current tile adhesive NOA approval. 0' 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. NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 7 of 9 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: This Notice of Acceptance. 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, DiamondDeck, MetaLayment or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing RoofRunner or Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. . • . ****a* ! r • • • • 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, r.,";nd dry."Mace with •. deck free of irregularities. •..... • 6. CertainTeed underlayment roofing systems membranes shall not be applied over an eAlft roof Vm1grane as a•'•: recover system but may be applied over an approved roofing Base/Anchor sheet underl,.ymen * " * *t 090000009 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base *Sit",* Flinttgq VA C069 aR,• • • • • .... MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left mopo ed as a temporary roof • • for longer than 180 days of application. RoofRunner and Roofers' Select shall not be left exposed••as a temporaq4. ; • roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Ace*eV1 nee listtng • 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. 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. NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 8 of 9 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) Tile Profile Flintlastic GMS' Flintlastic SA Cap' Flintlastic GTA' Flat Tile 4:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *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). 2The following is applicable to all systems using Flintlastic SA Cap: •Slopes up to 5:12, Profiled Tile — 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 those shown in the above table — 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 GTA: *Tiles shall be stored on battens on roof pitches greater than 6:12". Front View Figure 1: Staged Method, Front View Figure 2: Batten Method END OF THIS ACCEPTANCE • e�uu Side View Figure 2: Batten Method NOA No.: 17-0306.07 CDADE COUNTY, ... Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 9 of 9 MIAMI-DARE 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) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF, 1 Campus Drive Parsippany, NJ 07054 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 purposk If Ns prodAcf o material fails to perform in the accepted manner, the manufacturer will incur the expeli j Pf such•tp§Spg' and the AHJ may immediately revoke, modify, or suspend the use of such product or.ulderial within. their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byMiami Dacia • 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•Ze�lorida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. ; • •; • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Deeps.: .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. MIAMFt)ADE COUNTY NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Cateeorv: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® Ply 4 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet (1 meter) Wide reinforced with fiberglass mat. Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet (1 meter) Wide reinforced with fiberglass mat? : *0 *0 00 - GAFGLAS® 39.37" ASTM D2178 Smooth surfaced AsWalGc ply sheet . FlexPly' 6 (1 meter) Wide reinforced with fibeq&*s mat*..".: GAFGLAS® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base or base/plyeet (1 meter) Wide reinforced with fitetgllass mat 0.... Tri-Ply® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic Imp vx base%ply-ftet (1 meter) Wide reinforced with fiberglass mat. .. . GAFGLAS® #80 Ultima"A Base 39.37" ASTM D4601 Smooth asphaltic basQ 4 base/pl 'sheet Sheet (1 meter) Wide reinforced with fipergl#ss mat; - Y- : - GAFGLAS® Stratavent® 39.37" ASTM D4897 . . . Smooth surfaced asphaltic pertoridHa Perforated Venting Base Sheet (1 meter) Wide venting base sheet reinforced iNIN fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid® HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid® HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid® HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat - (I meter) Wide welded SBS cap sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Specification Description FireOut' Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex Seal" 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or 1 qt. tube VersaShield® Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiberglass -based Roof Deck Protection underlayment and /or fire barrier. VersaShield® Solo' Fire- 42" roll wide, ASTM D146, Non -asphaltic, fire resistant fiberglass Resistant Slip Sheet 100 ft. D828, D4869, underlayment D6757 Matrix'" 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Adhesive adhesive for modified bitumen roof systems. APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard' Tapered Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard' RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard' Perlite Recover Board EnergyGuard' Perlite Roof Insulation EnergyGuard' RA Composite Polyiso Insulation Structodek® High Density Fiberboard Roof Insulation SECUROCK® Gypsum -Fiber Roof Board SECUROCK® Glass -Mat Roof Board DensDeck® Roof Board DensDeck® Prime Roof Board Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board Polyisocyanurate foam insulation with high density fiberboard or permalite High density fiberboard Gypsum board Gypsum board Gypsum board Gypsum board . .. . ...... .. .. ...... . .... .... '.Madufact1wer.' (V #kof urren! 1�O .. .. GAF .. . ...... . . .GAF. .. . GAF. .. GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection (optional) or VersaShield® Solo'" Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS' #80 Uftima' Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth base sheet mechanically fastened to deck as described below. Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1e1;PlX''b, • • • • • Option #1: GAFGLAS' #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor. sheets attached to deck with approved annular ring shank nails apo.,gn caps 09 at p fastener spacing of 9" o.c. at the lap staggered and in two rows.14'•o.c. in the. • 000000' field. (Maximum Design Pressure —45 psf. See General Limitation 0)1 •: • • • Fastening • • • • .. GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly r6, Option #2: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor • sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Ttc'"OL4 Fastener or Drill-Tec' XHD Fastener and Drill-Tec' 3" Steel Plate, Drilllrec'n'AccuTrad. Flat Plate or Drill-Tec' AccuTrac® Recessed Plate installed 12" o.c. in 3 rows o One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® F1exPly' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or Option #3: 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 —52.5 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor Option #4: sheets attached to deck with Drill-Tec" #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTracv Flat Plate or Drill-Tec' AccuTrac' Recessed Plate installed 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 —45 psf. See General Limitation #9) Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 MIAMI- ADe CoOUNT r Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 9 of 67 Fastening GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above anchor Option #6: sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec'" #14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac' Flat Plate or Drill-Tec' AccuTrac' Recessed Plate installed 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 -,45 psf. See General Limitation #9) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard' Polyiso Insulation, EnergyGuardT" Polyiso RA Insulation, EnergyGuard'" Polyiso RN Insulation, EnergyGuard" RA Composite Polyiso Insulation Minimum 1" thick N/A N/A Structodek' High Density Fiber Board, EnergyGuard"" Perlite Recover Board Minimum %11 thick N/A 1W7A EnergyGuard Perlite Roof Insulation .. • Minimum %11 thick N/A "' : " NiA " •....• • Note: All insulation shall be adhered to the anchor sheet in full mopping of appfdYeld hot 4phait within the EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Xpplicatiori "' Standard RAS 117 for insulation attachment. Insulation listed as base layer onjy s jJl be used:'; only as base layers with a second layer of approved top layer insulation installetl.4%the final membrane substrate. Composite insulation panels may be used as a top layer pAadd4ith the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS' 5tralayent' : " Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'" Perlite Roof insdlatio4 qf' • . wood fiber overlay board on all polyisocyanurate applications. "" Base Sheet: (Optional) Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, GAFGLAS' #80 Ultima'T' Base Sheet, GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet GAFGLAS' FlexPly' 6, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' 20 Smooth, Ruberoid' HW Smooth or Ruberoid' HW 25 Smooth 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. (See General Limitation #4). OR GAFGLAS' Stratavent'Perforated Venting Base Sheet loose -laid dryI Ply Sheet: (Optional, required over GAFGLAS' Stratavent' Perforated Venting Base Sheet loose -laid dry)One or more plies GAFGLAS' Ply 4, GAFGLAS® F1exPly'" 6, GAFGLAS' #80_Ultima"" Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. - NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 10 of 67 Membrane: One or more plies of Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap' 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF , Ruberoid® Mop Plus Granule, Ruberoid® Mop Plus Granule FR fully 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2tMQ lbs./sq. • 3. TOPCOAT® Surface Seal SB or United Coatings'' Surface SeiOj h j oof e6ripi applied in one or more coats at a minimum rate of 1.0 gal./sq. f" coat. TOPCOAT® MB Plus or United Coatings' Roof Mate MB Plu%*ftating • • • • • applied at a minimum rate of 1.0 gal./sq.(to be used as a primer)Voil'owed b� : •: TOPCOAT® Membrane or United Coatings'' Roof Mate TCN).0 Ojng • • • applied in one or more coats at a minimum rate of 1.0 gal./sq.�)er c*t. • 4. Fiber Aluminum Roof Coating. ...0. . . .. Maximum Design • Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 11 of 67 2/13/2019 GAF, TGFU.R1306 - UL Product Spec UL PRODUCT CATEGORY Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA "RUBEROID0.20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop be utilized as an-altemate to_Type.G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ "GAFGLASO #80 UltimaTm Base Sheet,' base sheets in any of the following Class Torch applied "RUBEROIDO HW" SBS roofing membranes may be used as r!44 "RUBEROIDO Mop" SBS roofing membranes in any applicable Classificatio dllt R1306 loath 1.5" may 5 Buse Sheet" or atigg;, .... ...... ...... . ...... .... .... . . A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROfDb Mop'---" ••;••• Smooth" or "RUBEROIDO Mop Smooth 1.5" •••••• ••• ••••• .i . . .. ... .. . ...... B. "RUBEROIDO HW 25 Smooth" may be used as an alternate to "RUBER©ID0.20 . ....:. Smooth" •O.1sseo . C. "RUBEROIDO HW Granule" may be used as an alternate to "RUBEROIDO Mop...' Granule" t D. "RUBEROIDO HW Plus Granule" may be used as an alternate to "RUBEROIDO Mop Plus Granule" E. "Ruberoid0 HW Granule FR" may be used as an alternate to "Ruberoid0 Mop Granule FR" F. "RUBEROIDO HW Plus Granule FR" may be used as an alternate to "RUBEROIDO Mop Plus Granule FR" G. "RUBEROIDO EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROIDO EnergyCap Mop Plus Granule FR" 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsui "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuard Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof E FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) may be used in any ( noncombustible deck Classification. When this is done, the resulting roofing system is a, use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in=tt board and Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prim( or "DensDeckO DuraGuardTm Roofboard" are to offset a minimum of 6-in. with the butt jt roof deck. If polystyrene is part of the roof system, it must be placed below the overlaym 1/4-in. thick (minimum) "SECUROCKO Roof Board" (Type FRX-G) and "SECUROCK® http://productspec.ul.com/document.php?id=TGFU.Rl 306 LLC iard" (Type isting ;eptable for gypsum Roofboard" its in the it board. ass -Mat 1 /99 2/13/2019 GAF, TGFU.R1306 - UL Product Spec Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLAS® Ply 4" or 76-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri- Ply® Ultra -Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck@' Roofboard" or "DensDeck® Prime Roofboard" or "DensDeckO DuraGuardTM Roofboard" in hot roofing asphalt. "GAFGLAS® FlexPlyTM 6 5L" and "GAFGLAS® FlexPlyTM 6" may be used interchangeably in any roof covering system listed below. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM" in any applicableClassification. "GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. "EnergyGuardTM Perlite Insulation" may be utilized as a cover board over "EnergyGuardT" in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of thefoilowing Classifications include insulation. • • • • • • • • • • Unless otherwise indicated, all insulations may be adhered with any UL Classified Ilpsulation • • Adhesive per the manufacturer's installation instructions (excluding "LRF Adhes�ive►Q") in oq% applicable Non -Combustible Roof Deck Classifications. ...... .... ..... EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in an)CaRpacable •, Classification. • ' • • • • • • • EnergyGuardTM Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in anyapplicable Classification. EnergyGuardTM NH Tapered" is an acceptable alternate to "EnergyGuardTM NH" in any applicable Classification. "EnergyGuardTM NH Ultra Tapered" is an acceptable alternate to "EnergyGuardTM NH Ultra" in any applicable Classification. "EnergyGuardTM Barrier Tapered" is an acceptable alternate to "EnergyGuardTM Barrier". "EnergyGuardTM NH Barrier Tapered" is an acceptable alternate to "EnergyGuardTM NH Barrier". Minimum 1-in. thick "EnergyGuardTM Barrier" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. Minimum 1-in. thick "EnergyGuardTM NH Barrier" is an acceptable alternate to "EnergyGuardTM NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http://productspec.ul.com/document.php?id=TGFU.R1306 2/99 2/13/2019 GAF, TGFU.R1306 - UL Product Spec ' f � Type G2 asphalt glass mat base sheet ("GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75, Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") in the Class A, B or C roof systems indicated below. ' The -roof 'deck -may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLASO Stratavent0 Nailable Venting Base Sheet" or "GAFGLASO Stratavent® Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically.fastened granule side down. 4 I-- As an option Type G2 asphalt glass mat base sheet ("GAFGLASO #75 Base Sheet" er'fTri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet" or "GAFGLASO StrataventO�Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply@) Ultra -Flexible Ply 6") as the r ailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLASO Flashing" or "RUBEROIDO" maybe used for flashing in any of the Class A,-Wa C systems listed below. ...... .... ...... When "perlite" is referenced, this includes any UL Classified perlite insulation.. • • • •. . 0900 . 000 .... ..... Crushed stones or slag are suitable alternates for gravel in any of the Class A, i3 blr.0 systenis:listed, .... Structural cement fiber building units are considered suitable to be included as a deck in,4; @ 4dlowit 6 Class A, B or C systems listed over C-15/32 or NC. • • • • • • •• • . •• • • ••• The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanu rate board in the following Class A, B or C systems. Trumbull 'Derma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLASO #80 Ultima7m Base Sheet" may be used in any of the following systems. "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 "United CoatingsIm FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100- ft2. http://productspec.ul.com/document.php?id=TGFU.Rl306 3/99 2/1312019, GAF, TGFU.R1306 - UL Product Spec Class A, B and C Hot roofing asphalt, for use With glass felts or modified bitumen membranes. Torch applied "RUBEROID@ Heat Weld" SBS roofing membranes may be used as alternates to "RUBEROIDO Mop" SBS roofing membranes in any applicable Classification. "RUBEROID@ HW 25 Smooth" may be used as an alternate to "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5". k 1. Deck: C-15/32 ,-Class A! Incline: 3 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@) Prime Roofboard" or "DensDeck@) DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX). Vapor Barrier (Optional): — One or more plies "GAF@ SA Vapor Retarder" self -adhered Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanLupjg or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or. wobd.. •' fiber/polyisocyanurate composite or phenolic, any thickness. ' • •' . • ; Ply Sheet: — Three or more plies Type G1 "GAFGLASO Ply 4" or "Tri-PljNS13.I'y 4" of'•" "GAFGLASO Flex Ply 6" or "Tri-Ply@) Ultra -Flexible Ply 6", fully adhered witb.hoot r'oogag asphalt. ' • • • •' ...... .. Surfacing: —Gravel. .. •�.�. , .•. : 2. Deck: C-15/32 ••..• Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-P' iidclic.' Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fi ber/pol yi socyan u rate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply, 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. g5 9 3. Deck: NC Incline: 2 Incline: 2 • i Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane r=:i;-.coa-.Y-tsDe--.ul.com/document.php?id=TGFU.RI306 4199 2/26/2019 GAF, TGFU.R1306 - UL Product Spec V V r c —D ck: C-15/32 � Incline: 2 UT_ 14.. e Barrier Board (Optional): — OOne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers pedite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: — One ply "GAFGLASO Stratavent@ Perforated Venting Base Sheet" or Type G2 "GAFGLAS@ #75'Base Sheet"or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet" or "GAFGLASO StrataventO Nailable Venting Base Sheet or GAFGLAS@ Stratavent@ Perforated -Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: `Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra -Flexible Ply 6" or "RUBEROID@ Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROIDO 20 Smooth", fully adhered with hot roofing asphalt. Membrane: — Type G3 Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ Mineral Surfaced Cap_Sheet" or "GAFGLAS@ EnergyCap"m Mineral -Surfaced Cap Sheet", fully_adhered with hot roofing asphalt. •....' ...... • 15. Deck: C-15/32 Incline: 1 . .... .... . . Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber. polosogMnurate.. ' mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any-VL • • � • • .... .. . ...... Classified rrier Board: — Minimum tion um 1/4-in. thick Georgia-Pacific Gypsum LLC'-De1v:Deck@ Roofboard... or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard rm RoofboaraP.or minimum 1/.....- thick Untied States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SEGUROCK@ • Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 UltimaTm Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-PIA BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap"m Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings'""" TOPCOAT@ EnergyCote"m Roof Coating" or "TOPCOATO MB Plus Coating" or "United Coatings'""" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./l00-ft.2. 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyan u rate, mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part http://productspec.ul.com/document.php?id=TGFU.Rl306 91101 Membrane Type: -SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck Protection, (optional) VersaShield' Solo' Fire -Resistant Slip Sheet, DensDeck' Roof Board, SECUROCK' Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: �GAFGLAS`-#80 Ultima' Base Sheet, GAFGLAS' Stratavent' Nailable Venting Base Sheet, Ruberoid' 20 Smooth, Ruberoid' HW Smooth or Ruberoid' HW 25 Smooth base sheet mechanically fastened to deck as described below: Fastening GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' FlexPly' 6, GAFGLAS' Option #1: #75 Base Sheet, Tri-Ply' #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 18" o.c. in the field. .... Not for use with DensDeck or SECUROCK Fire Barrier '....' (Maximum Design Pressure —45 psf. See General Limitation #9j • • • • • Fastening GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' FlexPly.. �„CjAFGLA%' • Option #2: #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets Wached tp.. • deck with Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener an$-DililfTec'"37:..' Steel Plate, Drill-Tec' AccuTrac' Flat Plate or Drill-Tec" Accu7m;V-4ecessid ; - Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. ?lie other rows hre ' equally spaced approximately 12" o.c. in the field of the sheet. :":': ' � (Maximum Design Pressure —45 psf. See General Limitation #91 � ; • • • � • Fastening GAFGLAS' F1exPly'" 6, GAFGLAS' #75 Base Sheet, Tri-Ply' ##759Base Sheet pr • Option #3: 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 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7)� Fastening GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets Option #4: 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 installed 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 —45 psf. See General Limitation #9) Fastening GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' 20 Smooth, Ruberoid' Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 51 of 67 Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets Option #6: 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 installed 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 —75 psf. See Genera[ Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly"'' 6, GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT .range and at a rate of 20-40 lbs./sq. _ '\ Membrane: One or more plies of Rub_er_oid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid® Mop Plus Granule, Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap' 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or Ruberoid® Mop Plus Granule FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate -of 2040 lbs./sq:, Or • One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop SnlgQth 1.5, • Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule, Tri-Ply® Su"ianule Cali.: Sheet, Intec Flex PRF, , Ruberoid® Mop Granule FR, Ruberoidl4op Plus - Granule, Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid®L"ttti#gyCap:150*. Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule Fr, or • • • • Ruberoid® Mop Plus Granule FR adhered in MatrixTM 102 SBS Mgft tanne Adhekrve at an application rate of 1-2 gal./sq. ...... . Surfacing: Optional on granular surfaced membranes; required for smooth •meml3rara& Chosen components must be applied according to manufact0u ;ert9 application instructions. All coatings must be listed within a current NOA. 0 • 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. �GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap'' 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. 3. TOPCOAT® Surface Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT' MB Plus or United Coatings'" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT® Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 52 of 67 composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@) Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@) BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2 D i�7Cl 4'..Deck: C=15/32- Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): —Any thickness perlite or wood fiber or glass fiber or polyisocyanu rate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — ,One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UltimaT11 Base Sheet" or "GAFGLASO Stratavent@ Nailable Venting Base Sheet", mechanically fastened.) Ply Sheet: — One or more.plies Type Gt"GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or GAFGLASO Flex Ply 6" or'Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. . Cap Sheet: —Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.] Coating (Optional): —"United CoatingsTm TOPCOAT@ EnergyCoteTm Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United CoatingsTm Roof Mate MB Plus Coating::%Pied at a •• .. • rate of 2-gal./100 ft.2. • • . . ...... .. .. ...... 5. Deck: NC .... ...... .... .... ..... Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Trial.;jif #758aWSheao..• or "GAFGLAS@ #80 UltimaTm Base Sheet" or "GAFGLAS@ Stratavent@.Wailable Venting Base. - Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or GAF:GLAPQ • ••••:. Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@PeFforated Venting :....: Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply@) Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASO EnergyCapTm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 6. Deck: C-15/32 Incline: 3 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTm Base Sheet" or Type G3 http:JJproductspec.ul.com/document.php?id=TGFU.RI306 5!99 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDec:0 Roof Board or %z" 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 side lap 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 systera6ball be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limoted^a maxvmtm design pressure of 45 psf. ' • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristi: h o: cee (F') value *of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If t4e• fastener Jilue , 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 attaalnxent is base4 on a minimum fastener resistance value in conjunction with the maximum desigh'vdite listedomithl a specific system. Should the fastener resistance be less than that required, as de%rUibed by the Building Official, a revised fastener spacing, prepared, signed and sealed by a F)orid�a *Regisfored:. Engineer, Architect, or Registered Roof Consultant may be submitted. Said red'lSo f$stene asp : cing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS•4(C%:rtd calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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 comers). 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 Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67