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RF-19-1807 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 146 NE 98TH ST, Miami Shores, FL 33138 Contacts Ilssue-bate: 08/06/2019 Parcel Number 1132060132390 Permit No.: RF-08-19-1807, Permit Type: hoof Work Classification: Tile/Fib Permirslatus. Approved Expiration: 02/03/2020 Eric Afflerbach Owner BIG AL'S ROOFING, LLC Contractor 146 NE 98 ST, Miami Shores, FL 33138 ALVARO AJR HERNANDEZ 5812 NE 199 ST, MIAMI, FL 33015 Business: 3057429615 bigalmiami@gmail.com Description: TILE AND FLAT ROOF REPLCEMENT Valuation: $ 35,000.00 Inspection Requests: 105-762-4949 Total Sq Feet: 3,700.00 Fees Amount Application Fee - Other $50.00 CCF $21.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $7.00 Roofing Fee $275.00 Scanning Fee $12.00 Technology Fee $8.13 Total: $381.26 Payments Date Paid Amt Paid Total Fees $381.26 Check # 1839 08/06/2019 $381.26 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 accurate and that all work will be done in compliance with all applicable laws regulating c struction and zon Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 06, 2019 Page 2 of 2 Miami Shores Village REC�- IVE Building Department AUG 06 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2on BUILDING Master Permit No. f2f---O3 - (9-10 7 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC VROOFING D-REVISION [I -EXTENSION DRENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP Q CONTRACTOR DRAWINGS JOB ADDRESS: / yr0 NE 49 S% City: Miami Shores County: Miami Dade zip: Folio/Parcel#: / /- 3 2- 06 - o/ 3--239 a Is the Building Historically Designated: Yes NO ✓ Occupancy Type: S. F• H. Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CR i c Af7-L-f4 bcs ch P hone#: -457 - 1/0 •/9 } 3 Address: zf �o i1%E" 98 W Yf T City: M /'p4 r J Ho per State: r-L zip: 3 3/ 3,F Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: /11-a City: C[ % Am i State: Zip: 3317 Qualifier Name: q 1�4 -0 f'/'i'7C1-z0 ' Z Phone#: State Certification or Registration #: a C / 33oe? Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: Value of Work for this Permit: $ gaz o o o _c" Square/Linear Footage of Work: 3 -7 0 0 Sq - F 7-- Type of Work: ❑ Addition ❑ Alteration ❑ New EYRepai Replac ❑ Demolition Description of Work: / //°l am Q no( f=119-7- RO o,sP-' R2�2 ?4 Ce ro -e-n T. Specify color of color thru tile: 6oRI-7L /-3grc-e%170 Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $, Double Fee $ Bond $ 1�5C) 0 TOTAL FEE NOW DUE $ 3 a I . 7jo (Revised02/24/2014) 861 .ZED Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) IL9ortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $250u, 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 Signatu NER or AGENT The foregoing instrument was acknowledged before me this The fon 31 day of Jizltj 20 / 9 by day of( 6i 20 / by RFF/ei-ba c>% , who is personally known to G t" /'y 1-t-Prnc�rlol�1-who is personally known to me or who has produced FL D L as me or who has produced FFi— n L as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Q Sign: Print: Q MA o Print: q Krncindo �AMOOTOW r�� Aml�rb'fdido Seal: I # Seal: WW! . _ Oann som • • �* Exphs: February It. 2023 i loll# ExpUes: February 19, 2029 ��. Bond Thru ron Notary ru Aaron Notary ## :########### APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Uwner — worKers' compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BEL W YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this.at day of J , 20C By We kr-1eg-PACAf who is personally known to me or has produced as identification. Notary: SEAL: :, s ' , c Mgt :: , mry19,.2023 Empkw Mo" is 2023 .� ii�';uaty � ��1N#ttvn M�tarf fob BIG AL' S ROOFING, LLC. 1031 IVES DAIRY RD #228 Nt"I, FL 33179 CCC1330874 305-900-8297 DATE: �j u STATE OF: Etd !e � COUNTY OF / A l� - 1) L Before me this day personally appeazed A �t/aRc Nero, :,n C2 who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Sworn to ( or affirmed ) and subscribed before me this ] By /� Ve,�c /-�., ��,� rl Z . day of J 2019, Type of Identification Produced mmmym Print, Type or Stamp of Notary Expins: Ftbmm is, to Notary Signature Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: —7- [ 10050 NE 2nd Ave Miami Shores, FI 333--1--38 Re: Owner's Name:ypit,- Property Address_ & 1�/E qQ Sr M/Rfi„nf, S1Lg,e� 33 4F Roofing Permit Number: Dear Building Official: _IG qt�vcertify 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) Eirl I e, 4ff lox ,cr" Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 3 r d vA�l �� Cann�sslon f 68900i� s" xi Expires: February 19, 2023 Notary Public, Sate of Florida at Large Banded 7bru Asron Notary When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000,00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 7/31/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER _`. Summary Report Property Information Folio: 11-3206-013-2390 Property Address: 146 NE 98 ST Miami Shores, FL 33138-2337 Owner ERIC AFFLERBACH Mailing Address 146 NE 98 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 3 / 3 / 0 Floors 1 Living Units 1 Actual Area 2,939 Sq.Ft Living Area 2,323 Sq.Ft Adjusted Area 2,624 Sq.Ft Lot Size 10,350 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $310,625 $258,853 $258,853 Building Value $182,630 $182,630 $182,630 XF Value $2,783 $2,790 $2,798 Market Value $496,038 $444,273 $444,281 Assessed Value $408,851 $401,228 $392,976 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $87,187 $43,045 $51,305 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 8 & LOT 9 LESS W10FT LOT SIZE IRREGULAR OR 21283-1523 05 2003 1 Generated On : 7/31/2019 2016 Aerial Photography Taxable Value Information 2019 2018 2017. County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $358,851 $351,228 $342,976 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $383,851 $376,2281 $367,976 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $358,851 $351,228 $342,976 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $358,851 $351,228 $342,976 Sales Information Previous OR Sale Price Book- Qualification Description Page 08/06/2013 $455,000 28774 Qual by exam of deed 2111 05/01/2003 $320,000 21283 Sales which are qualified 1523 04/01/2001 $0 19615- Sales which are disqualified as a result of 2090 examination of the deed 06/01/1998 $190,000 18155 Sales which are qualified 0946 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/disGIaimer.asp Version: BIG AL' S ROOFING, LLC. 1031 IVES DAIRY RD #228 MIAMI, FL 33179 CCC1330874 305-900-8297 DATE: CJ u J STATE OF: ,,1 COUNTY OF:/ "/ /r ,q V; L Before me this day personally appeared A lva&o He(p n -CZ who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: / VY,, A, E 9,9 -9 T 44 / -A M/ ! S h 0/f P,j+_ Sworn to ( or affirmed ) and subscribed before me this � day of J ( 2019, By A 1 VVQ &rn 419 d-e-z- Type of Identification Produced G L p L_ '4 OdMAissbn#663 "• * Exphs: F*MM 19, 2925 Print, Type or Stamp of Notary s ry Notary Signature ROOF ASSEMB OP STRUCTURES RECEIVED AUG 0 6 2919 I Florida Building Code 6th Edii High -Velocity Hurricane Zone Uniform Permit Epp till " 9p�F d'ni S Section A (General information) -NO oo�,p�� Mas Permit No. Process No. %(� Contractor's Name � ! �,�- �7 S �1" O OF Job Address 7 �U �� r� IJ T A 1"tfm % ;i flo/L ed- - ROOF CATEGORY W(Low Slope a Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 17 New Roof D Repair IQ Maintenance ROOF SYSTEM INFORMATION O✓Mortar/Adhesive Set Tile * * * • ❑ Wood Shin jles/Shakes . % Oi Reroofing Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) o� ection B (Roof •••••• •••• IO.tkMvermg . Total (SF)�(� Sketch Roof Man: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. W ■■■■■■E = :■■C==:i■■®1110■■■ ■■■HEM1■a■■■■■■■■■0■1110■■■ ■■■1M■■U■■/i'an-M`-■■■©W111■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ s L 1'- 15.32 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section Section C (Low Slope Application) Surfacing: / Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer. �, A F • - f5 Product Approval No.: '011Q, 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: —'N, 8 Pmax2: — 7 /, 7 Pmax3: % 0 $ D Max. Design Pressure, from the specific Product Approval system: S'i • S Deck: � r D Type: � W- /i oD Gaugerrhickness• [3 r Slope: Anchor/Base Sheet & No. of Ply(s): / Anchor/Base Sheet Fastener/Bonding Material Insulation Base Layer. Base insulation Size and Thickness: / Base Insulation FastenenBonding Material: / Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation FastenerBonding Material/ Base Sheet(s) & No. of Ply(s): '75-# Base Sheet FastenerBonding Material: Q n d1 Ply Sheet(s) & No, of Ply(s): P& 7 F % et-S&J S (02> Ply Sheet FastenerBonding Material: ` Top ly:14//1'1 gL,rPc ee Top Ply Fastener/Bonding Material: a6 U" S a Fastener Spacing for Anchor/Base Sheet Attachment: Field: �" oc @ Lap, # Rows __� @ _L" oc Perimeter: `f' " oc @ Lap, # Rows � @ " oc Conner." oc @ Lap, # Rows @" oc Number of Fasteners Per Insulation Boatq:... • • • • Field Perimetgr,,,, ' •rdq&r Illustrate Components Noted end Detailzas. Applicable: • .... .... .... Woodblocking, Gutter, Edge Taninirmitioon, St*Vkjg, Flashir4. Continuous Cleat, Cant Strip, %dgA1Fiashin§ CAuQter- ..„ Flashing, Coping, Etc. ...... . Indicate: Mean Roof Height, earapejHeift Height of B*p,, Flashing, Component Materiaj, Material Th"new* Fasteper Type, Fastener Spacing or Submit .... C/rxffcer /P / 3 t rQRI Parapet P Height 13R1 t -7 S'# Fr. l D C w0®,d Mean Roof Height FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: p o L oo�in ,LAC Notice of Acceptance Number: /(?— 0,5-0 9 /)6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or 000 Calculations • • a0 • • ..• 1: P2: P3: • • •••••• •• • 1//� A /� ^ /^/ Y • • • • • • / Steep Sloped Roof System Description �•':•: • Deck Type: Type'Underlayment: Stern D 22 T C-� p4m o 33 Roof Slope: Insulation: Fire Barrier: 'ip, r. gncf 8"Tin CiYp Ridge Ven ilation? Fastener Type &Spacing: � „o Al A Mean Roof Height: Roof Height: 1� Adhesive Type: Type Cap Sheet: /:�aCK/7�-1, /,eaf G "0-C. C-2 C-'" Roof Covering: Type & Size Drip 3' Edge: Ael07 q •••••• �Ifol 15.34 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING .. • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems choose either Method 1 or 2 Compare the values for Mr with the values from MU If the Mf values are greater than or equal to the Mr vahms, for each area of the roof, then the file attachment method is acoe{ttabk. L / Method (.t 7 d I �-Moment Ball Tile Calculations Per RAS 127" (Pt: ` ? x x -30 ( = t ) - Mg: • OQ = Met '4. l Product Approval Mp I n (P2:8%�x>L•30� _ay.(o�)_Mg �.CO=Mtz_11,_ Product ApprovalMf /��tC.S (P3. ! 2% x it • 301 =&o.14 Product Approval Mr Method 2 `"Simplified Tile Calculations PerTable Below" • • • • Required Moment of Revstance (Mr) From Table Below Product Approval Mr i • • • • • • • Mr required Moment Resistance' • • . • • • • • • Mean Roof Height -> Roof Slope 1 15' 20' 25' • • • 30' • • • • • • 40' • • • • 2:12 34.4 36.5 38.2 39.7 •• • 42.2 •••• 3:12 32.2 34.4 36.0 37.4 ••i •i 39.8+••:• 412 30.4 32.2 33.8 35.1 373 5:12 1 28 4 T 30.1 31.6 32.8 0 34-90 • 612 26.4 26.0 29.4 30.5 • • 32.4' 7.12 24.4 25.9 27.1 2U • • • 30.; • • *Must be used in conjunction with a list of moment based the systems endorsed by the Browatd County Board of Rules and Appeals_ For Uplift based file systems use Method 3. Compared the values for F with the values for Fr. If the F'values are gteaterthan or equal to the Fi values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Moment Based Tilc Calculations Per RAS 127" (PI: x L = x w: = _) - W: x cos 9 = Frl Product Approval F' (P2: x L = x w: = -W--x cos 9 = Fr2 Product Approval F' (P,: x L = x w: = ) - W: x cos N = F , Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site RoofSlope B Job Site Aerodynamic MulWi d Product Approval Restoring Moment due to Gravity M= pit Approval Auachmem Resistanoe, Mt Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile WWght W Product Approval Tile Dinxncion. 4h L = kn. W = width Product Approval All calculations must be submitted to the building official at the time of permit application. r FLORIDA BUILDING CODE 6th Edition (2017) - BUILDING 15.35 MIAMI-DADE COUNTY Emw 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 r44gpals. TIIe. • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-11scZucf Control Section to be.' used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi0ion•(AHJ;. • • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counj Product Coutrd Sectivri * • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thE'tfght to h2tdC this • • • • • product or material tested for quality assurance purposes. If this product or material fails to Pmm in the llaepted* • P g Y jtj *rC .. lye ....�. manner, the manufacturer will incur the expense of such testing and the AHJ may immedi t 1 r yoke modi or suspend the use of such product or material within their jurisdiction. RER reserves the right td revoke Phis Viceptar1W.•; • if it is determined by Miami -Dade County Product Control Section that this product or materialfails to reef the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 A_ b ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D1970 white glass re -enforced polyester swing fabric; for use as an underlayment in slopadroof ...... assemblies. • • • • • Boral Citadel Plus 36" x 72' rolls ASTM D 1970 ...... .. . ...... SBS self -adhering aspha�t*q6heet material with P• • • • poly film -facer; for us@•aS%mid pl"(Jerlayrhent • in sloped roof assembres.• • • • • • •: • •. ...... .... ..... MANUFACTURIGN LOCATION: .. .. .. . ...... ...... . • 1. Brentwood, NH. . . . . ...... • • • • • • 2. Houston, TX. . ...... • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD APPROVED BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: P.t eck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank IVI ,stem E(I): Anchor sheet mechanically fastened deck, membrane adhered. Past §heet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 11, 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): • • • • • . . .... ...... Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum is heaXIWa& ...... minimum 6" end lap. Place the first course of membrane parallel toeffi;-Mve, rolling the :....: membrane to obtain maximum contact. Remove the release mernhxth81M the rptM11'rane is. • applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. 0AIP0. end laps and laps without black selvage area shall be sealed under l pairing an j*4 iliodif e* mastic. • ......00 . . . . ..... . Note: When used in Tile roof systems BORAL TileSeal Underlaylnegt'shall be bac nailegto • deck with approved annular ring shank nails and tin caps at a maxithtim 12" o.c. afflip side* . laps. No nails or tin caps shall be exposed. 0000 Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: l . Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. • • • • 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 w16 htas are loaded directly • to the BORAL TileSeal underlayment; loading boards or battens are required on roof I iL4 e„s�greater tjfa�•6:12"• •; 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed appravOef this product with • specific prepared roofing products. • • • • • • • • • .... .... .... . 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • ...... .... ..... 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Xcceptance•listi;g .... • • BORAL TileSeal underlayment as a component part of an assembly in the Notice of Apte:?*ce. If BORAL •, TileSeal underlayment is not listed, a request may be made to the Authority Having Julisdiction (AS -").or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is • • • • provided to detail compatibility of the products, wind uplift resistance, and fire testing results. ' •;,, • • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below KXNX 5.z END OF THIS ACCEPTANCE NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 MIAMI-DADE COUNTY �® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegoy/economy ICP Adhesives and Sealants, Inc. 12505 NW 441 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 ContrpieSac�tion to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdfbtie4AHJ). •' • • • • • •; • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyopmduct�Gontrol Sectivyi-% (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the fight to have'this pro ftt. • or material tested for quality assurance purposes. If this product or material fails to perform lA the acceptleti'tt riner,'the ... .... ..... manufacturer will incur the expense of such testing and the AHJ may immediately revoke= moa*fy, or suspend the U*S*C of such product or material within their jurisdiction. RER reserves the right to revq)"•t i5 accep�aric�, if i�•�s0 determined by Miami -Dade County Product Control Section that this product or material fgggJq neet the requirements. • of the applicable building code. • 0 • •: This product is approved as described herein, and has been designed to comply with: tha Uorida Building Cede e including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page l 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 locationswhere 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 ProductWcriptiod` •'"•' Specifications " ' :. • • .: ICP Adhesives N/A TAS 101 Two component polytrrcthane •foam adhesise• • Polyset®AH-160 so:**: • • • • •.... • .. .. .. . ...... ICP Adhesives Foam N/A Dispensing Equipmettit. • • . • Dispenser RTF1000 • ICP Adhesives ProPack® N/A Dispensing Equipment . •. :....: 30&100 • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive. MANUFACTURING LOCATION: 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. COt1�7Y NOA No.: 17-0322.03 �; Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency 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 • • % *4 @/93 • Southwest Research Institute 01-6743-011 ASTM E 108 """ 11/16/94 %.... 01-6739-062b[1] ASTM E 84 .•"'. 09i1b/A5 • 0100 •.•• ..... Trinity Engineering 7050.02.96-1 TAS 114 •.•.,• UT4/:)6 ,,,,,, P36700.04.12 ASTM D 1623 ...... 04/48/12 .' P39740.02.12 TAS 101 02/24/12 ••••=• TAS 123 %„••% ,•, Celotex Corp. Testing Services 528454-2-1 TAS 101 111/21/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. ZZ NOA No.: 17-0322.03 � L 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 JCP Adhg*iy�S and •••• Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicato0t4the au4writy having .' jurisdiction. ...... .. .....0 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is r""fired before application... of any adhesive. The mix ratio between the "A" component and the "B" component S4WLte maintain;�-betweep .. 1.0-1.15 (A): 1.0 (B). • ...... .... ..... 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam DispensV R*M 1000 ofiCP' Adhesives ProPack' 30 & 100 dispensing equipment only. 00 . . . . ...... 7. ICP Adhesives Polyset' A14-160 shall not be exposed permanently to sunlight. ••• •• 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICIPsives • Polyset' AH-160 has been dispensed. 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 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 Profiles All Eave Course 17-23 sq. inches 45-65 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 a 12 graf %RP.•paddy... head of tile 9-11 sq. inches at..* : .. . overlap •••••• •• • •••• Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams4Vr bea .... edge) 20-25 sq. inches each'....' '....' bead •••••• •••• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches . •...34 grams ander pan • ...... LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 '® Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 t tlarttlrw�MapllaStitCOWMA ftddylaeaeathTse) undsdyrns.at •'r-✓ y loin•. Damnsaptional Eay.Grn. i0in axis Ea•s Claw+• Hallthfw4gh pLn* cement (when rewired) f _, 21..1" Battens optional Paddy(B•e•ath Em uesutte Fascia Nail th•aag%piassk Cuban eegssired) — (Faddy mensathrael t tl j-6y— { 10in.a 21n. u3d• Battens Cowse Fauta i0 itt 2 is. iaat � r Olip adgr APPROVED Flat/Low Profile Tile l . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. • • •••• •••••• •••••• •• • •••••• • •••• •••• • • Medium Profile / Double pan Tile .... 900000 • • • • . .. .. .. . ...... 1. Starting at the eave courge,,,,Wly a min�num 2" • • (50.8 mm) x 10" (254 rtmrx X" (25.4 mw) foam • ..: • paddy onto the underlayment positione as shov41 • under the pan portion o ike tRe clojesl to the • overlock of the tile being set. • . • - 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 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 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 lattmneptbnai o-.,�"�..,,� FowCews• Fasda E.roe Clesvre �� ` Nail *.""h plastic cement t"en r"jW►edl e•ttl7N Opewro Fa.a. APPROVED Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (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 cmZ) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum2's f �0.8mm) x 7" (177.8 mm) x 1" (25;I nVftj foam paddy onto the . ; • underlayment positioned a? gho*n undd?th% strengthening rib closest to V6verlock of the the • . • .. • being set. • • • • • • .... .... . . .... .... ..... 3. Continue in same manner.laswe approximately (64.5 cmZ) - 12 (77.4 cm`) square inch'adh'esive • • • • • • contact with the undersidq of shC tile. • • . . . . ...... . . •.•.•• Medium Profile / Double Pan Tile • • 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 cmZ) — 23 (148.4 cmZ) 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 12" (77.4 cm2) - 14 (90.3 cm') 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) Idau d—o pt-a« trlAen nquS►et) P•d�r i8•n..�ATd•> Ua .�'. ®ancas oetia.� EaveCo�w�e fascia 10� Y►. Eare clasurr �2 High Profile / Single Pan Tile 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. At the second course, appy a minimum•3:;$0.8mm� • • • • x 7" (177.8 mm) x 1" (25.4•mm}foam jr.IJ.&%onto the •, underlayment positioned a%*0Wn undettht pan * * * portion of the tile closest fo tW Overlock otthe tile:....: .... .... . . being set. • .... .... ..... ...... .... ..... Continue in same manner.kf%0 apprdxirAally 17o"o e e e. (109.7 cm2) - 19 (122.6 cmla sere inch adhesive • contact with the underside•of 1;tile. • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Sir i mde: ,ti, �� `• Paft- ea �2anin. •ram a 10 CM00=e F1at/Low Pro1ftTlle tsrowffi plank oxne x tWhMregai eo Sigfe paddy tMft tk 1NA 6AMM PaddrtWPfttk1 �P2aa a in. ��`•. -• s :4in.` �. l0ai. ,`ate_ tin. Ease MM" Em coon Fasda Nledlmn ProflleTlla APPROVED 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' (109.7-148.1�d) of adhesive contact with the underside%f tV'lile .... •. ...... .. . ...... Apply a 4" (101.6 mm)-P)e 49 {4 01.6 mm) x 1 " (21.4� mm) foam paddy onto tjfZr'Mderlaywthf Just bel8w ... .... ..... the second course line posiMned foam paddy ... . . .. . ..... under the strengthening � � f�of flat ttlg: er Vnder 1l?e* * • pan portion of the tile, rWg4t to the underlock for . • the second course tile td be'initalled. Insure ....:. approximately 8-9 inZ (i 1.648.1 col o adhesive • contact with the undersicL- of the till. • • • (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of I I r ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) NAwougb peasik When she PMW under tile required) Paftieee.eentfis) eanens %*1WW Paft(undertOW C ��a 214 ��add� �'- �'•. top of de `•� •a Else cons! Weephale u6i2in. Undasm pflpodye High ProllaTile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (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 (71cmz) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm?) - 9 (58.1 cm) square inch adhesive contact with the underside oMe Mile at .. .. .... ...... the head of the tile. CoAti nite m same manner. • • •••••• •• • •••••• • •••• •••• • • •••• •••• ••••• •••••• •••• ••••• • . . . Goes* •. • .•.... .••...so . . . . ...•.. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) place enough adhesi" to achieve GS to 70 sq in. Steap pitch applketions in contact with the pan the (wmu required) 2) 7am covers upside down. place adhesive in to l Kfram outside edge of ccmrtsie. Then install the tReAnsure 2a to 2ssq.in.contattarea .-.• Undertayment l00- (nUAW shown) Rernave top portion of*,* ewe course rover the debut to second course of pan tiles. Ensure eave end of pan and cam tiles are flush at ewe line. Two Piece'Barrel - High Profile (rile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringm' %t•ryg pan .... • • courses up toward tht.rjdgi Insure. . . • approximately 65 (419.A.Gui2) — 7Cl(.tSr.6 cm:)e.. % square inch adhesive•oAset with the underside • of the pan tile. gooses • • • • • 3. Turn covers upside cf ckposir>�fl�e anders" • • of the tile. Apply a ri2i*i1r i.uJn I" (25.4 mm) x 10� • (254 mm) bead of a*esfvc:direcgy o%the inr{q..;. edge of each side of the cover tile. Z'eave approximately 3/4" (9-;A) to 1: (254 mm): • from the outside edge of the tile, iim&m i, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cmZ) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIA a1ADE NMJW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 1RER) 11805 SW 26 Street, Boom 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE .OF ACCEPTANCE (NOA) www.miamidade.aov/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 cos§"c on matl• i•ai•s. The • • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER - PrWgrt• ontro? Wbn to %..:. used in Miami -Dade County and other areas where allowed by the Authority Having JurisdiratiQA 4AHJ). •.•w•• •••• •••• • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'Ru)&b Con%W.S&bon ..... (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve Ike �t to have6* • •: • •' product or material tested for quality assurance purposes. If this product or material fails to pnfarm in the ttcepted • • • •; • manner, the :manufacturer will incur the expense of such testing and the AHJ may immediat(:jIff4ke, modif, +, or '. suspend the use of such product or material within their jurisdiction. RER reserves the right'to revbke this.a0&ptance. if it is determined by Miami -Dade County Product Control Section that this product or material trails to meet the • • • • .• • . •• requirements of the applicable building code. • • 0900 This product is approved as described herein, and has been designed to comply with the Florida Building Code including the :High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 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 N'OA is displayed, then it shall be done in its entirety. SPECTION: 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.]6-0711.01 and consists of pages I through 7. The submitted documentation was reviewed by Freddy Seminv 0 NOA No.: 18-0509.15 Expiration Date: 04126/22 Approval Date: 06/28t18 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cat. eQory: Roofing Sub, -Cate ,ory: hoofing Tiles Material• Concrete I. SCOPE This approves a roofing system using Barcelona 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 attachmer.gMculations shall be done as a moment based system. . . .... ...... .. . .. . . •. 2. PRODUCT DESC i ON ...... .. . ..... Manufactured by Test Iitloduct .... : • • • • Applicant Dimensions Specifications Deaeriglon Barcelona 900 Length = 17" TAS 112 . . High profile, interloc q i:one-, cc* t sha j. Width = 1 3" Type —1 a high-pressure extruded ppperete roof the . • 1h" thick equipped with threanail bNes. Vor direct derA..:. or battened nail-on,.mecl#anically fastened, • . . ...... mortar set or adhesivtoset spplicitivit.. 0 • .... Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each file profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name 1CP Adhesives Polyset® AN-160 TILE BOND' Roof Tile Adhesive DAP Foam Touch N Seal StormBond02 Roof Tile .Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Two component polyurethane foam .adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer f With Current NOA) ICP Adhesives and Sealants. Inc. The Dow Chemical Company DAP Foam Inc. NOA No.: 18.0509.15 De �ouNrr Expiration Date: 04i26/22 Approval Date: 06/28/18 )Page 2 of 8 2.3 SUB , D EVIDENCE: Test Agency Test Idenfifler Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix M TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix It TAS .108(Nai1-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails • Redland Technologies Letter Dated Aug. 1, . . Wind Tunnel 'Testing: ••.• ...... • *u�. 1994 • 1994 TAS 108 (Nail-"41 • " ' • • • • • • dl Reand Technologies P0631-01 ...... Tunnel Wy 1994 ; • • • • ; .Tp�e*1 'l TAS AS 108(Mort'ai•7Nf '..•.' ..... Professional Service Industries, Inc. IC-1320,94 Physical Properties : . 7W. *1995 ""' TAS I l2 ..... . • • The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhesive Set) 996 • • • • i • 25-7688-10 TAS 101 (Mori�r July 1996 ; • • • ; The Center for Applied Engineering, Inc. 25-7688-5 •• . Static Uplift Testing . .. ' .4,w•1996 TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied Engineering, :Inc, 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity American "Test Lab of South Florida RT0617.03-16 TAS 112 06/29/16 PRl Construction Materials Technologies COPO-002-02-10 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) PRI Construction Materials Technologies COPO-002-02-02 Static Uplift Testing 10/12/20 6 TAS 101 (Adhesive Set) iPRI Construction Materials Technologies COPO-002-02-01 Static Uplift Testing 10/122016 TAS 101 (Adhesive Set) NOA No.: 18-0509.15 Expiration Dale: 04/26/22 Approval Date: 0&28/18 Page 3 of 8 3. LuvmAnoNS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may require, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3A Minimum underlaynaent shall be in compliance with the applicable Roofing .Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayrnent applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with .... applicable building code. . • • •••• •••••• •• • •• • • •••••• •• • ••••% • 4. INSTALLATION • • • • • • • • • .... .... ..... 4.1 Barcelona 900 Concrete Roof 'Tile and its components shall be installed in strict cipi*iance Vb•Roofing•;. • • Application Standard RAS 118, RAS 119, and RAS .120. ...... 4.2 :Data For .Attachment Calculations • • • • • • . . . . ...... Table 1: Average Weight : and Dimensions,(] x w ) Tile Profile Weight-W (lbf) Length! (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - ,k (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table ,3: Restoring Moments due to Gravity - Ma (ft-lbf) Tile Profile /� 2":12" 3":12" 4".12" 5":12" 6".12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck 1 Battens Direct Deck Battens Direct `. Deck ! Battens Direct Deck 6.19 7.07 6.19 7,00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 NOA No.:18-0509.15 Expiration Date: 04126122 Approval Date: 06/28/18 Page 4 of 8 Table 4: Attachment 'Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Beck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Barcelona 900 2-1 Od Ring Shank Nails 28.6 41.2 • • **.4 1-1 Od Smooth or Screw Shank Nail 5.1 $.8 • • • • • 0002.8 • • • • • 2-1 Od Smooth or Screw Shank 6.9 ,3 Nails . r.: • • • • 1 #8 Screw 20.7 20a..' '...18.1 2 #8 Screw 412 42,3.. • . 39.8 .. 1-1 Od Smooth or Screw Shank 23.1 23.1• • • • 1 .0 • • Nail Field Clip);••;•• • 1-1 Od Smooth or Screw Shank 29.3 29.3 :...24.0 Nail ;Eave Clip) 2-1 fJd Smooth or Screw Shank 27.6 27.6 • • ; ,8.6 Nails Field Clip) 2-1 Od Smooth or Screw Shank 38.1 38.1 41.8 Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems file Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" 1 (min. 1,9132" plywood) plywood) Barcelona 900 2-1 Od Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a V the headlap and fasteners are located a min. of .2'W from head of file. P... T- APPROVEDI NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page S of 8 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive' 'Set Systems rite (Profile Tile ,Application Minimum Attachment Resistance Barcelona 900 Tile Bond'"One Component Roof Tile Adhesive 29.32 ICP Adhesives Polyset® AH-160 two -component f'own 29.33 DAP Foam Touch N Seal StormBond®2 (Root Tile Adhesive 664 1 See' manufactures component approval for installation re uirements. 2 TILE BONDTm Roof Tile Adhesive; Average weight per paddy 10.7 gams. .... 3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grants.....' 4 DAP Foam Touch N Seal StormBone Roof Tile Adhesive Two -Component; Average we' el ad &. rams. Table 7: Attachment Resistance Expressed as a Moment - Mf N-1Oq . ...... ..: for Single Paddy Adhesive Set Systems .. • .. .. .. . ... rile Profile Tile Application :Moto Attachment 'Resistance ' •' ,Barcelona 900 ICP Adhesives PolyseO AH-160 two -component foam '..' 66.5 ICP Adhesives Polyset® AH-160 two -component foam 38.T46i DAP Foam Touch N Seal StormBond® 2 637 DAP Foam Touch N Seal StormBond® 2 828 5 Large paddy placement of 63 grams 6 Medium !paddy placement of 24 grams 7 Medium paddy placement of 30 grams 8 Large paddy placement of 60 grams Table 8: Attachment (Resistance Expressed as a Moment -Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set9 24.5 9 Sees ecific mortar manufacturers Notice of Acceptance NOA No.:1,8-0509.15 Expiration Date: 04/.26/22 Approval Date: 06f28t18 Page 6 of 8 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 BARCELONA 900 TILE (LAKE WALES FL PLANT 2) .... LOCATED UNDERNEATH TILE • • • • • • • • • • ...... .. . 6. BUILDING PERNIIT 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 buij jiio ;c'ode irrq Ude'r o . properly evaluate the installation of this system. ...... . • . . . . ...... NOA No.; 184509.15 Expiration Date: 04 M22 Approval Date: 06i2W18 Page 7 of 8 NAIL 17" UNDERLOCK PROFILE DRAWING OVERLOCK �1 3 8 13' .. .. .. ...... BARCELONA 900 CONCRETE ROOF TIELE END OF THIS ACCEPTANCE NOA No.-18-0509.15 Expiration Date: 04/26/22 Approval Date: W28/18 Page 8 of 8 �lAMlQD�� MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.Mamidade.eov/economv 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). • • 0 * . . .... ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cott ty �'rodu�; • •. • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami DaSe;Cdunty) • • • • • • • • reserve the right to have this product or material tested for quality assurance purposes. 'lf MA*product ot ;....; material fails to perform in the accepted manner, the manufacturer will incur the expense of9uch testing • • and the AHJ may immediately revoke, modify, or suspend the use of such product or N4tpm withiil. , w4r • • • • • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mia&Zade Cauidty: ...... Product Control Section that this product or material fails to meet the requirements of 1haaptlicable . • building code. . . . . ...... This product is approved as described herein, and has been designed to comply with the-Fforda Building Code : • • • •: including the High Velocity Hurricane Zone of the Florida Building Code. *:Go DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.01 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page I of 27 m ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: BUR Material. Fiberglass Deck Type• Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Descrintion GAFGLAS"" Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-Ply' Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltiaply rheet re%Wged ..... Wide with fiberglass mat. • • • • • GAFGLASe 39.37" (1 meter) ASTM D2178 ...... .. . ...... Smooth surfaced asphaltic pL; rlaeet reinfgrced • F1exP1 ' 6 Wide with fiberglass mat. 00009 • • • • • GAFGLAS* #75 39.37" (1 meter) ASTM D4601 .... .... ..... Smooth asphaltic base or bare/fly sheet=4pforced, •; • • • 0 Base Sheet Wide with fiberglass mat. • • • • • • • . • • • .. Tri-Ply' #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base orbas�/Ity sheet reipforced� . . • Sheet Wide with fiberglass mat. . ...... • GAFGLAS9 #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply she;, t�iJ forcd Ultima' Base Sheet Wide with fiberglass mat. GAFGLAS" 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavenf� Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS'x 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent' Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid' 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid' HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS"' 39.37" (l meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply' BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS9 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCap' Wide with fiberglass mat. Cap sheet is factory' i Mted Mineral Surfaced with TOPCOAT' Energy0gteeElastorrieric •• •:• Cap Sheet .. . Coating. . , .. , • • • . • • � • • • Topcoat' Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic. 1jger 0 :....: Seal SB sealant designed to protect4iad j-estore fig;Ztof • , surfaces and to increase roofre4lectivi�1.0.. ... 0 ..:..' Topcoat' 1, 5 or 55 gallons ASTM. D6083 Water -based elastomeric "iW • • Membrane ; ' ; , • , , • 0 ; , Topcoat' MB Plus 5 or 55 gallons Proprietary :*0066 Water based, low VOC prht dpsigne� to,>?lock • • • • asphalt bleed -through. ' Topcoat' FireOuf" 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield' Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield' Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. FlexSeal' 1 qt. tube NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard7 Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard'" RA Composite Polyiso Insulation EnergyGuard'" RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard'" RN Polyiso Insulation EnergyGuard' Perlite Roof Insulation TABLE 2 Manufacturer Product Description (With Current NOA) Polyisocyanurate foam insulation GAF Polyisocyanurate foam insulation GAF Glass -faced polyisocyanurate foam insulation GAF Polyisocyanurate foam insulation GAF Polyisocyanurate foam insulation with high • GAF .... ...... • density fiberboard or permalite , • .. . •• • • ••ww1• •• w • • •w•.•. Polyisocyanurate foam insulation • • • • • • GAF • • • • Polyisocyanurate foam insulation • • • • • • GAF • • • • • • • • • . .. .. of . ...... Polyisocyanurate foam insulation • GAF- • + • • • w .... Perlite insulation board G • • • • EnergyGuard' Perlite Recover Perlite recover board Board Securock' Gypsum -Fiber Roof Gypsum board Board SecurockO Glass -Mat Roof Glass faced gypsum board Board Structodek® High Density Fiber High density fiberboard Board Roof Insulation DensDecV' Prime Roof Board Gypsum board DensDeck' Roof Board Gypsum board APPROYED GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 4 of 27 4 1 • APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Tec" #12 Fastener 2. Drill-Tecr" #14 Fastener 3. Drill -Teel" ASAP 3S 4. Drill-Tec' 3" Steel Plate 5. Drill-Tec" 3" Standard Steel Plate 6. Drill -Teel" AccuTracl Flat Plate 7. Drill -Tee' AccuTrac' Recessed Plate 8. Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill -Tee' #12 Fastener with Drill-TecT" 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-Tec" fasteners. Galvalume® coated steel stress plate for use with approved Drill-Tec' fasteners. A2-SS aluminized steel plate for use with Drill-Tec" fasteners. Galvalume' steel plate with recess for use with Drill - Tee' fasteners. Round Galvalume' plated steel stress plate with reinforcing ribs for use with Drill-Tec" fasteners. Dimensions #12 x 8" max. length, #3 Phillips head. Manufacturer (With Current NOA) GAF # 14 x 16" GAF max. length, #3 Phillips; 169666 •••• •••••• �•• head. " • ...... ... ...... See ' GAF ...... components • • • • • • f f 3" Round �QF : ..'..' ...... •ffff• • w • 3" Round 3" square; GAF .017" thick 3" square; GAF .017" thick 3" Round GAF NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMITTED: Test Aaency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11 /24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 11 /16/10 3041769 4470 05/26/11 3042887 4470 11 / 14/ 11 3042905 4470 01/10/12 3046081 4470 • •t12/.l 3/ 13 3046388 4470 : .'. '*01/24/12••�•�• 3047636 4470 • • •0 /08/ 13 jQ7/09/99. ODOA8.AM 4470 ...;,, •� . OD 1 A8.AM 4470 .... ..(17J29/94 : * • • *: OY9Q5.AM 4470 .. • • • (Wb 1 /98 • • ; • • . 1B9A8.AM 4470 ••;••; 2B8A4.AM 4470 " .'U?/94/97 -107/62/97 3B9QLAM 4470 :•�:•� 01J08198 ��.�.. 3D4Q2.AM 4470 : • UM30/97 . 797-03221-267 4470 '..' : OIW27/07 797-03825-267 4470 * • 09f21/08 797-10228-267 4470 01/23/15 UL LLC R1306 UL 790 08/21/18 PRI Construction Materials GAF-122-02-01 TAS 139 05/07/06 Technologies, LLC GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(13) 09/30/14 GAF-559-02-04 ASTM D 1876 10/01/14 GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 NOA No.: 18-0919.07 APPROVED Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 6 of 27 EVIDENCE SUBMITTED: (CONTINUED) Test AP -en CV Test Identifier PRI Construction Materials GAF-559-02-09 Technologies, LLC GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 GAF-628-02-01 IRT of S. Fl. 02-005 02-014 Trinity I ERD Dynatech Engineering Corporation C8500SC.11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-RI G40630.01.14-1 G40630.01.14-2A G40630.01.14-2A-1-Rl G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 SC9700.08.15-R1 SC 10680.05.16 SC 13105.03.17-R1 #4482.02.95-1 Description ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 ASTM C 1289 TAS 114• • TAS 114' TAS 117•:•;*• ASTM D390$... ASTM D6144•• • " ASTM D6164 ; • • ASTM D6163 ASTM D64(i)•0:• ASTM D489.7 4470-TAS 1 r4.' ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D2178 ASTM D6163 ASTM D6164 TAS 114 Atlantic & Caribbean Roof 11-053 TAS 114 Consultants, LLC Date 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 05/31/16 :008/02 .43/22/02 11./30/07 tWQ3/15 �03�'31/10 V4/2S/11 06/Q4/ 15 M704/ 15 . 0741,8/11 O�f(i6/14 01/07/14 04/10/14 01 /22/14 08/13/07 09/04/ 14 8/31/2015 5/ 10/2016 3/23/2017 09/01 /95 08/12/11 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 7 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut" Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or (optional) VersaShield' Solo" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Plyl #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent' Venting Nailable Base Sheet is secured as descriped-below. Fastening . . .... ...... Miami -Dade County Approved min. 12 ga. annular ring shank pj11s tnd min..l S/8 in. • Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide auohw sheet sida Paps and B• • •' • in. o.c. in the field of the sheet in two staggered rows. • • • • • • • ...... (Maximum Design Pressure: - 45 psf. See General Limitatioa•#l7f . .... .... ..... Fastening Miami=Dade'CountysApproved min. 12 ga. annular ring sha ai 49 and ni�r. •1�-5(8 in. • Option #2: diameter tin:capsa,a sp ceUtfia�mis4 ia'°�id4aanelior"SireEt*kd6 laps* and e in o'c; in.the;iisldyafittlestieet'in`two taggered'rows '.': — �• (Maximum .Desrgn~Pressure 52. S p See General•Limitation; #..... Fastening Drill-TecT" #14 Fasteners and Drill-TecT" 3 in. Standard Steel PlMe-s,brill-Tee''". Option #3: AccuTrac' Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure. —52.5 psf. See General Limitation #7) Fastening Drill-TecT" #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-TecT" Option #4: AccuTracl Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-TecT" #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-TecT" Option #5: AccuTracl Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Ply Sheet: Wheji optional cap sheet is present: ITri-Ply' Two, or more plies of GAFGLAS_Ply 4;Ply 4, GAFGLAS' Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLASI Ply 4, Tri-Ply' Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 JAPPhtu�r�EoaROVED1 trrr Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 23 of 27 Cap Sheet: (Optional), GLA'S'Mineal`Siirfaced'Cap'SheetlTri-Ply® BUR Granule Cap Sheet or GAFGLAS E ern�gyCapMineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. . . .... ...... Maximum Design • . ...... Pressure: ...... .. See Fastening Above. ; • .... .... . . .... .... ..... ...... .... ..... .. .. .. . ...... . . . . ...... NOA No.: 18-0919.07 IAPPMu x�ROVEDI rrY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 24 of 27 t (, v WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with GAFGLAS' Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. Minimum'`/4" DensDeck7 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 41gulatiop$..:. when the base sheet is fully mopped. If no recovery board is used the base sheet shall bp.4Mj4ed using spot mopping with approved asphalt, 12" diameter circles 24" o.c.• or strip mopped 8" ribbons in three ro&rr .one at PP g PP P P PP s, each sidelap and one down the center of the sheet allowing a continuous area of ventilation • pncirclkigef the • • • • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow crow.fetVilatioe. *Wphalt " application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attathell0S stems sttall be limited to a maximum design pressure of -45 psf. : 0 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force JF') Value of m iBf., as . • • • • . tested in compliance with Testing Application Standard TAS 105. If the fastener value,'zs $eld-tested, sr below • 275 lbf. insulation attachment shall not be acceptable. so** 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 ( r. V Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA Page Bottom . . .... ...... •••• •••• • • •••• •••• ••••• •••••• y�►� ••••• •• •• •• • •••••• e "RUBEROID@ 20 Smooth" or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet' or "GAFGLAS@ #80 UltimaT" Base Sheet" base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4-in. thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and "SECUROCK@ Glass -Mat 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 "Tri-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 "DensDeck@ DuraGuardT" Roofboard" in hot roofing asphalt. "GAFGLAS@ FlexPlyT" 6 SL" and "GAFGLAS@ FlexPlyT" 6" may be used interchangeably in any roof covering system listed below. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. "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. EnergyGuard'" 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 the following Classifications include insulation.Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive O) in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardT" Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification"EnergyGuardT" Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification.EnergyGuardT"' NH Tapered" is an acceptable alternate to "EnergyGuardT' NH" in any applicable Classification."EnergyGuardT" NH Ultra Tapered" is an acceptable alternate to "EnergyGuardTM NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • • • Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75,N" heet"gr.% "GAFGLAS@ #80 UltimaT" Base Sheet") is a suitable alternate for Type GI asphalt glassfjlhr•ply sheet,, ("GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") it try Class A, B or C roof systems indicated belowThe roof deck may first be covered with one pry Type ",p• • • • • We asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent@ Nailable Venting Base et" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to bd Wst:laid os runty • adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened itanule side • down.As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheer* C;'Cri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Vpnting:BaS4:• Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "jri-Plyp Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6") as the nailed base ply in Afollowing : •••, systems.Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically go** fastened.Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFG LAS@ Flashing" or "RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below.When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following 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.] membranes in any applicable Classification Class A 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 polyisocya n u rate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One.ply Type.G2"GAFGLAS@_#.75.Base_Sheet'sor "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened. Ply Sheet: -One or_mor2 p ies Type G1"GAFGLAS@.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'' AF_GLASI_ Mineral.Surfaced Cap.Sheetj or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. •"". • 2• Renailin wood decks: When re lacin roofing, the existing w �• jt;Z •� • g replacing 9 g Z fppi deck may gave to be ed in accordance with the current provisions of Section R4403. (The rogf dwk is usually. concealed prior to removing the existing roof system). • 0000 •• •• •• • 4. Exposed Ceiling: Exposed, open beam ceilings are where the urVta"of the roof'decking can be viewed from below. The owner may wish to maintain the architectural appearance; tharafos®,• roofing nail penetration of the underside of the decking may not be acceptable.:fhis•provides1he pgtion of maintaining the appearance. 6. 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 R4402, R4403 ai d R4413. X Owner n s Signature ate Contractor Signat re ate �. Property Address qVPermit Number Revised on 7/9/2009 LD;07/01/2015;