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RF-19-409Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address ilVVli Issue Date: 02/29/2119 Parcel Number 967 NE 91ST TER, Miami Shores, FL 33138 1132060030030 :ontacts Permit No.: R-02-19-4t 9 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 08/20/2019 COMMUNITY DEVELOPMENT FUND I REO Owner JVD SERVICE INC Contractor LLC JOSE DELGADO 967 NE 91 Business: 3053058945 JVDSER@GMAIL.COM Description: RE -ROOF TILE AND FLAT ROOF Valuation: Inspection Requests: p $ 14,000.00 305-762-4949 Total Sq Feet: 3,072.00 Fees Amount Application Fee - Other $50.00 CCF $8.40 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $2.80 Roofing Fee $275.00 Scanning Fee $9.00 Technology Fee $8.13 Total: $361.46 Payments Date Paid Amt Paid Total Fees $361.46 Credit Card 02/28/2019 $311.46 Credit Card 02/21/2019 $50.00 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 AFFID VIT I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons tr i and zoning. Futhermore, I authorize the above named contractor to do the work stated. -SC�54 01 � f Q'L o(� % Authorized Signa�u�'r�: Owner / Applicant / tractor / Agent February 28, Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Budding Department �'EB�1 ZOi9 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 20 Master Permit No. 1?- -if (q- 909 Sub Permit No. ❑BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Folio/Parcel#: a ?0- Occupancy Type: 'es Count & 00 co 3 o Load: Construction OWNER: Name (Fee Simple Titleholder): Address: � �c 20 ( kWVA 16 � City: L_f_NAlo \ 0 Tenant/Lessee Name: Email: the Building Historically Designated: Yes Flood Zone: BFE: 3/J?k NO "I", FFE: one#: � 5,4(0 to �� � Phone#: CONTRACTOR: Company Name: Phone#: Address: State: �(� Zip: City: Qualifier Name: ��S'P Phone#: � 349 State Certification or Registration /j #: � PI (�C)1 � &©� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �/ ) ql Square/Linear Footage of Work: 130 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: (,U Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 5� • co TOTAL FEE NOW DUE $ -�3 I ) • 4 (Revised02/24/2014) G' 1 q / 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 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 on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. An the absence of such posted notice, the inspection will not be pproved and a reinspection fee will be charged i t Signature Signature OWNER or AGENT CONTRACTOR The fore oing instrume t was acknowledged before me this day of f 11 v 1� 20 /� by - wh = personally known me or who has produced as identification and NOTARY PUBLIC: Print: take an oath. N Seal: "Dry Public Stets of Florida Julio J Comas i My Condon GG 294eao p� Expires 01/24/2023 APPROVED BY The foregoing instrumenx was ackk9�$ efs day of w0by t7P �� �i�-v- to me or who has produced as identification and NOTARY PU Sign: id take an oath. Seal: ;r J ullo of Florida MY CoJ Comm mm!" on GG 2wm WMs, Expires 01/24/2023 *************************** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 2/20/2019 Property Search Application - Miami -Dade County OFFluE UF I HE PHOPERTY" APPR"AISER Summary Report Property Information Folio: 11-3206-003-0030 Property Address: 967 NE 91 TER Miami Shores, FL 33138-3219 Owner COMMUNITY DEVELOPMENT FUND I REO LLC Mailing Address 2015 MANHATTAN BEACH BLVD STE 200 REDONDO BEACH, CA 90278 USA PA Primary Zone 0900 SG FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,461 Sq.Ft Living Area 1,880 Sq.Ft Adjusted Area 2,015 Sq.Ft Lot Size 11,188.41 Sq.Ft Year Built 11951 Assessment Information Year 2018 2017 2016 Land Value $301,771 $301,771 $246,327 Building Value $155,437 $156,606 $157,775 XF Value $22,518 $22,564 $22,609 Market Value $479,726 $480,941 $426,711 Assessed Value $293,241 $287,210 $281,303 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $186,485 $193,731 $145,408 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 PL OF BISCAYNE RIDGE PB 39-41 LOT 3 & E22.06FT OF LOT 4 LESS N7.5FT BLK 1 LOT SIZE 75.090 X 149 OR 20742-1215 09 2002 1 Generated On : 2/20/2019 2017 Aerial Photography I Taxable Value Information 2618 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $243,241 $237,210 $231,303 School Board Exemption Val$25,000 $25,000 $25,000 Taxable Value"$268,241 $262,210 $256,303 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $243,241 $237,210 $231,303 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $243,241 $237,210 $231,303 Sales Information Previous Price OR Book- Qualification Description Sale Page 07/25/2018 $100 31080-1337 Corrective, tax or QCD; min consideration 06/21/2018 $100 31038-2967 Corrective, tax or QCD; min consideration 06/15/2018 $100 31039-4815 Corrective, tax or QCD; min consideration 06/04/2018 $426,100 31003-4771 Federal, state or local government agency The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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 10050 NE 2nd Ave Miami Shores, FI 3 Re: Own 11 A Owner's Name: Property Address: �' Roofing Permit Number: r Date: 4%� Dear Building Official: �kf Q-, P!] « certify that I am not required to retrofit the roof to wall connections of my building because: ,KThe 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 ed' ion of the South Florida Building Code (1994 SFBC) Signature Print Nam State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before me this Notary Public, Sate of Florida at • When the just valuation of the stru&z,&f SFBC. Then you must provide a building and says that he/she is the owner for the above property mentioned. Notary Pudic SGaba of floride JuNo J. Comn IF tay Commi�iion t30 29M �vtre. otnano23 of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with h F� B� CC nor a from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 COMMUNITY DEVELOPMENT FUND I TRUST 2015 Manhattan Beach Boulevard Suite #100 Redondo Beach, CA 90278 Phone: 310-640-3070 Facsimile: 310-640-3090 To Whom It May Concern, This letter is to authorize Mimi Nguyen to sign on our behalf for all permits regarding the following property: 967 NE 91 Ter Miami, FL 33138. If you should have any questions or concerns please contact me at 310-640-3070. 5inc w�l Y, Gregory l_ Geiser President Secretary of State Statement of Information (Limited Liability Company) 107 !8-384956 LLC-12 FILED Secretary of State State of Caiifomia IMPORTANT -- This form can be filed online at bizfrle.sos.ca.gov. FEB 2 6 2018 Read instructions before completing this form. Fling Fee — $20.00 Copy Fees — First page $1.00; each attachmentpage $0.50; Certification Fee - $5.00 plus copy fees Above Space For Office Use Only 1. Lim ited Liability Company Name (Enter the exact name of the LLC. If you registered in California using an alternate name, see instructions.) Community Development Fund I REO, LLC 2. 12-Digit Secretary of State Entity (File) Number 3. State, Foreign Country or Place of Organization (only it formed outside of California) 201604210373 Delaware d_ Bus inessAddresses a. Street Address of Principal Office- Do not list a P.O. Box City (no abbreviations) State Zip Code 2015 Manhattan Beach Blvd Suite 100 Redondo Beach CA 90278 b. Mailing Address of LLC, lfdlffemntthan item4a City (no abbreviations) State Zip Code c. Street Address of California Office, if Item4a is not in California - Do not list a P.O. Box City (no abbreviations) State Zip Code CA If no managers have been appointed or elected, provide the name and address or each member. At yeast one name gnt aaaress 5. Manager(s) or Membels) must be listed. If the manager/member is an individual, complete Items Sa and 5c (leave Item 5b blank). If the managerlmember is an entity, complete Items 5band 5c (leave Item 5a blank). Note: The LLC cannot serve as its own manager or member. If the LLC has additional managerstmembers, entef the name(s) and address(es) on Form LLG12A. a. First Name, if an individual - Do not complete Item Name Last Suffix b. Entity Name - Do not complete Item 5a Wedgewood, LLC c. Address City (no abbreviations) State Zip Code 2015 Manhattan Beach Blvd Suite 100 Redondo Beach I CAI 90278 6. Service of Process (Must provide either Individual OR Corporation.) INDIVIDUAL —Complete Items 6o and 6b only. Must include agent's full name and California street address. a. California Agents First Name (if agent is notacorporation) Middle Name Last Name Suit ix b. Street Address (if agent isnotacorporation) -Donotenters P.O.Box City (no abbreviations) State CA Zip Code CORPORATION —Complete Item 6c onty. Only include the name of the registered agent Corporation. c. California Registered Corporate Agent's Name (R agent Ise corporation)— Do not complete Item 68 or 6b Cogency Global Inc. 7. Tvpe of Business Describe the type of business or services of the Limbed Liability Can parry Real Estate A rhiaf F:nrutiv^ f)fficwr_ if alartad nrannninted a. First Name Middle Name Last Name Suit ix b. Address CRy (no abbreviations) Zip C 9. The Information contained herein, including any attachments made part of this document, is true an orr c. Pies. of Wedgewood, LL �" 1/22/2018 Gregory Geiser Member ` Date Type or Print Name of Person Completing the Form Title sllgnatuk LLC-12 (REV 0112018) 2018 California Secretary of Slate bizfile.sos.ca.gov ►1a IZECEIVED E ��19 ROOF ASSEMBLIES 0 RES FF for da Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Fo 1 Section A (General Information) CUA I Master Permit No. \ r Process No. 1 Contractor's Name y Lf (� 1 I Job Address / ROOF CATEGORY / 1 Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/SfLftb8' � 1 .... ......1 ❑ Prescriptive BUR-RAS 150 • . ROOF TYPE ' • ❑ New roof ❑ Repair ❑ Maintenance Reroofing """ ❑ Recovering ' •1 ...... ROOF SYSTEM INFORMATION • • Low Slope Roof Area (SF)5fO Steep Sloped Roof AREA (SSF)a�3d—Total (SF; • +�� �} ..:..' 1 .. .. . ...... Section B (Roof Plan) : . . ......1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers ind gA flow drains. Include 4igPD;;1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and locatiornef parapets.* • • .1 1 1 1 1 I 1 1 WWII' ■NOW M■■■ ME■■■N 1 N ■■� ■■►,■i■■11L>r■MEREMENIIl ���■�1■l . ;. . MO1R i■mu■■■■■■■■■■■m■il 03l■1 MEN MWO ME ■■■ NM■■\\ ■■■■r S■■■11111■Hal■ ■■■MM■RiC■■■■■■MEEK■11111 ME ��� ■■■■■■■■■■■M■MMM■IdN 11111 MEMO ■■■■■■■■■■■■■11 E affil- .' . . .. '10NAL CODE COUNCIL HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2017 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re -Roofing Only) 7. Any Required Roof Testing Calculation Documentation ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D (Steep Sloped Roof System) 1 Roof System Manufacturer: p]J 1 Notice of Acceptance Number: Minimum Design Wind Pressures, If pplicable (From RAS 27 or Iculations): �} 1 P1: 0 P1: P1: G' 1 1 1 1 Deck Type: 1 .... i Type Underlayment: 3 0 • • .... .1..... Roof Slope: • 12 Insulation: • � • r.•.. ...... . 4..... Fire Barrier: •••• •• 0 J•••• • Ridge VentilaFastener Type & Spacing: % •./ / .(0O PZ 1 . • •.•..• 7 % . Adhesive Type: .h • •.. ' • ' 1 .... Type Cap Sheet: q 1 - 1 Mean Roof Height: l Roof Covering: 5WAt1 1 Type & Size Drip xyJ 1 Edge: 1 Cf D� 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 1 ' Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 I 1 I 1 1 1 1 1 I f 1 1 I 1 I 1 1 i 1 1 1 I i 1 1 1 I f 1 1 1 r 1 1 1 I 1 1 I I 1 I 1 f Florlda Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, than the the attachment method is acceptable. Method I 'Moment Based -Pie Calculations Per RAS 12T' (P1: �Ic?L "_J-Mg:�=M„ q Product Approval M, (P2.c?`0.1 a3---W - Mg: = M,, 1 S , ` % Product Approval M, (P3:0L0 =31— - Mg:ald�= M.al-al Product Approval M, 3r E� Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, M, required Moment Resistance' Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2:12 34.4 36.5 382 39.7 42 g' 3:12 32.2 34.4 36.0 37.4 .8 4:12 30.4 32.2 33.8 35.1� 5:12 28.4 30.1 31.6 32.8 348. 6:12 26.4 28.0 29.4 30.5 OR* 7:12 24A 25.9 27.1 28.2 'to.t* *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Cour+ty BOtiW of Rules gnd Appeals. • • • For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the P values are greaterlMn" or equal to the Fr values, for each area of the roof, then the file attachment method Is acceptable, Method 3 "Uplift Based Tile Calculations Per RAS 127" (P 1: x L = _.— x w: = — J — W: ___,— x cos 0 — = F,, _ Product Approval F (P2: x L _ = _____ x w: = _) — W: — x cos 0 = F,__ Product Approval F' (P3: x L _ = _ x w: =—) - W: _____ x cos 0 — = F, , Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope _ 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 472 FLORIDA BUILDING CODE — BUILDING, 61h EDITION (2017) �ORNP' 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. I 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may %have to be renailed in accordance with the current provisions of Section R4403. (The ropjdec�lc is us��ITy , .... • - concealed prior to removing the existing roof system). • ...... . .. ...... 960:60 4. M Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roofclecking• •; • • • can be viewed from below. The owner may wish to maintain the architectural M2fimce; tuvtte, ""' roofing nail penetration of the underside of the decking may not be acceptable This provides the option of maintaining the appearance. . . . . ...... 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so thart4ro6f 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 suppers in accordance with the requirements of Sections R44924 R4403 and R4413. nt's Signature Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 � Section C (Low Slope Application) Top Ply Fastener�8or+ding er I: C 1 1 Fill in specific roof assembly components and identify ;/ G S 1 1 manufacturer Surfacing: -X 1 1 (If a component is not used, identify as " �) Fastener Spacing for Anchor/Base Sheet ttachment: 1 r � 1 System Manufacturer:Z Field: a" oc @ Lap, # Rows @ /oc 1 ' f — C / ,r�— Perimeter: " oc @ Lap, # Row @ 1C[� oc 1 Product Approval No.: / l/ oc 1 Corner: J- oc @ Lap, # Rows � @ �' 1 Design Wind Pressures, From RAS 128 or Calculations: 1 Number of Fasteners Per Insulation Board: 1 Field Perimeter • Comer . 1 1 .... .�..... Max. Design Pressure, from the specific product • • 1 approval system: Illustrate Components Noted and Details as App:(%bld*. •000*00 • 1 Woodblocking, Gutter, Edge Termination, Stripping, dashing, Dock: j / Continuous Cleat, Cant Strip, BasTa*MAs•Mng, Counterflashing, •1 1 ! �l t^"aY2 ...... Coping, Etc. . • ; • • I • 1 Type: � Indicate: Mean Roof Height, Parap2t•height, Heig oiBase.'..• Flashing, Component Material, Mgt fAsl•Thickness, Fsastener. • • • 1 Gauge/Thickness:� N 1 Type, Fastener Spacing or SubnM•Manufacturers Deialls that• 9000 Slope: Comply with RAS 111 and Chaptrp 48r o 1 .41.... Anchor/Base Sheet & No. of Ply(s): k ; .1. 0 0 : 1 Anchor/Base Sheet Fastener/B, nding Material: • • �•,f 1 1 }/7 FT. 1 1 Insulation Base Layer: 4 1 1 Parapet 1 1 Base Insulation Size and Thickness: Height 1 1 Base Insulation Fastener/Bonding fterial: 1 .1 T. U 1 1 Top Insulation Layer: 3 iti�-GI • 1 i Top Insulation Size and Thickness: MeanRoof rr C ; 1 Top Insulation Fastener/Bonding Material: j'/•/� � ���/ ;}��. Tt" 7 Height 1 Base Sheet(s) & No. of Ply(s): r e' 1 Base Sheet F stener/Bo ding Mat ial: ''1 • l�� �"", 1 ' C rT Ply Sheet(s) & No. of Ply(s): 1 1 Ply She�t,Fasten erl,o>:}ding"Mate ✓ 1 Top Ply: .� v 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) _ 15.38 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed 6y Eliczer Palacio an Jun g, 2015 10:32a2 AM pursuant to License �¢rccment. F1oTurdie'r""f4fn"m'�fi�YmtrwvrMrntlrr.t MIAi DE 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.Qov/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 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 Cont! vi Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tle ri& to hayt*t"s • • • • • • product or material tested for quality assurance purposes. If this product or material fails to Perform in th'e'acCWted00000 • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatgLy%yoke, modir or • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acpeptance! • • • if it is determined by Miami -Dade County Product Control Section that this product or materW fees to rneis.We ...•. requirements of the applicable building code. ": ""' • This product is approved as described herein, and has been designed to comply with the F1o1fdErBuilding 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 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 IMAM14 E COUNTY Expiration Date: 08/02/23 a ' ' Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls Boral Citadel Plus 36" x 72' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC. Trinity ERD Test Product Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. ASTM D1970 Test Identifier OCF-356-02-04 OCF-356-02-02 OCF-3 56-02-01 OCF-424-02-04 OCF-424-02-01 OCF-424-02-03 BRLRF-SC 16810.11.17 SBS self -adhering asphalt sheet material with a poly film -facer; for use as a mid-plylMftlayment . . in sloped roof assembhg � • .... ...... • • • . ....•• .... . •. •.•.• ...... . . ..... • ...... .. .. . ...... ...... • • bate Test Name/Reydrt • • • ASTM D1623 �• ...... '•: jQ.#/25/19 ' TAS 103 07/24/18 ASTM D1970 07/26/18 ASTM D1623 07/25/18 ASTM D1970 07/25/18 TAS 103 07/25/18 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 MIAMFDADE COUNTY Expiration Date: 08/02/23 ' ' Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type 1I or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 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 mimbra a is applied. Vertical strapping of the roof with BORAL TileSeal Undetlajy Qnt is adttptable. AM-*: • end laps and laps without black selvage area shall be sealed under 1 ji .sing an 09 itiodified • • � � • mastic. •••••• When in Tile roof systems BORAL TileSeal Underlaymeni•�all be-oback.$ailed i4... Note: used deck with approved annular ring shank nails and tin caps at a maxiAW •12" o.c: it t1ve side •.:.. • laps. No nails or tin caps shall be exposed. 00 Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechapically f estaned Root*". Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle.assImblies. •.. : • • • •: .... NOA No.: 18-0502.03 GMIAMF- Expiration Date: 08/02/23 ' "' • ' Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 490906 8. Tiles shall be stored on battens on roof pitches greater than 6:12 . 00 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice ofg4gr.Qtance ist 0 • • • 0: BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acoce. If BO$,AL TileSeal underlayment is not listed, a request may be made to the Authority Having Juri§diotion (AFW4 or the ;'•••: Miami -Dade County Product Control Department for approval provided that appropriate flfltrIentAon4s .. provided to detail compatibility of the products, wind uplift resistance, and fire testing resSgo li3': :,,,:, ••••• .0*000 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loow jgrking panelj. 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 pi4owlling the membrane• 0: from the center outward in both directions. For ridge applications, center the membrane and roll fr& Ole center• • 0000 outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below MIAMMADE COUNTY • END OF THIS ACCEPTANCE NOA No.: 18-0502.03 MIAMI•DADE COUNTY Expiration Date: 08/02/23 • ' Approval Date: 08/02/18 Page 4 of 4 MIAMI-DADE COUNTY MIAMI-KE 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.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 construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Controj.!J�%ction to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictiou (AHJ)'.... • This NOA shall not be valid after the ex iration date stated below. The Miami -Dade Co t troduct�ontrel Section. p `ltl Y. . • • • ...... (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) res Aejhe right Jo have jhis product or material tested for quality assurance purposes. If this product or material fails •to.performoin the accel$tM": manner, the manufacturer will incur the expense of such testing and the AHJ may immediately reN oke1 Aodify90or.. suspend the use of such product or material within their jurisdiction. RER reserves the righCV*b voke; his.:iceptanea,• • if it is determined by Miami -Dade County Product Control Section that this product oO nl3terial Ails o meet•tbto:o requirements of the applicable building code. 0 This product is approved as described herein, and has been designed to comply witt thg•Florida1TuiiJing Code including the High Velocity Hurricane Zone of the Florida Building Code. ' • • • • DESCRIPTION: Plantation 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 n:, 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 chango 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 i)y the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall to done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribut(•s s and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0721.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 19 APPRQVfQ NOA No.: 18-UF29.02 Expiration Date: 1:1, 08/20 Approval Date: lit.11/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Boral Plantation Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a.VMgnt based system. .. ...... . .. ...... 2. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Plantation Tile Trim Pieces Length: 16'/2" Width: 13" L = varies W = varies Varying thickness 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL ...... .... . .. ..... Test ....Bcoduct Specifications 0 06000 •- criytien 000000 TAS 112 Flat concretg roe i le for direct deck or •. battened nail -on„ plortar it OhAesive suet applications . ......... .. . . . TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.2 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BONDTm Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBondo 2 Roof Tile Adhesive foam adhesive. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 2 of 7 k_< 2.3 SUBMITTED EVIDENCE: Test Agency American Test Lab of South Florida Redland Technologies The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. PRI Construction Material Technologies 3. LIMITATIONS Test Identifier RT0624.05-14 7161-03 Appendix III 94-060B 94-084 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC-76 Calculations Calculations Calculations Calculations T295-11 T306-11 T279-11 DAPF-004-02-08 DAPF-004-02-09 DAPF-004-02-10 Test Name/Report TAS 112 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Adhesive Set) (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -Op) • • Wind Tunnel Testing PA 108 (Mortar Set):" Withdrawal Resistance Te�ti;g of screw vs. smooth shafikMN Wind Driven Rain.... PA 100 Aerodynamic Mullpfte: 25-7183 ••• 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Two Patty Adhesive Set System TAS-108 TAS-108 TAS-108 TAS 101 Static Uplift Resistance Adhesive Set Date 07/03/14 Dec. 1991 March, 1994 May 1994 Dec. 1991 . Aug. 1994 .... ...... ;' •July 1994 • .. ...... • • Sept. 199; .... Oct. 199A .:..' ...... March 1999 • • :..Q��il 1999• • • • • • March 19$S.... frD;nary 1496 April 1996 December 1996 April 1999 10/05/11 10/04/11 09/23/11 07/26/ 18 07/26/ 18 07/26/ 18 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 Miami -Dade Product Control office for review. NOA No.: 18-0829.02 MIAMIFDADECflUPfTY Expiration Date: 12/08/20 IIIIIIIIIIIIII ••t � Approval Date: 10/11/18 Page 3 of 7 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may; be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with RoofjAg implication Standard RAS 118, RAS 119 and RAS 120. "" "' •: • 4.2 Data For Attachment Calculations ...... . .. ...... Table 1: Average Weight (W) and Dimensions (I x W • • • • .. ... Tile Profile Weight-W (Ibf) Length-1 (ft) • • • • Wid h-w•(ft) Plantation Tile 11.6 1.375 Joe • • 4.08 • • • • (ft) Table 2: Aerodynamic Multipliers - X Tile A, (ft3) (ft3)'.:..' Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft.-Ibf) Tile Greater than Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 4 of 7 Table 3: Restoring Moments due to Gravity - M (ft.-Ibf) Tile Greater than Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 4 of 7 NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) For Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 16/32" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 2 2 #8 Screw 51.7 51.7 '..' ; ..24 4 1-10d Smooth or Screw Shank Nail 24.3 24.3 • • •; • • • • 2�.2 ... • Field Clip)."' •• • 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 see .... . . . ... •••••• 2-10d Smooth or Screw Shank Nails 35.5 35.5 4.8 . :0000* ... Field Clip)• • • • • 2-10d Smooth or 31.9 31.9 2.2 Screw Shank Nails Eave Clip) 2-10d Ring Shank 50.3 65.5 48.3 Nails' I _ 1 Installation with a 4" the headiap and fasteners are located a minimum of 2%"from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Co. TILE BONDW Roof Tile Adhesive weight per patty 13.9 grams. 31.3 4 ICP Adhesive and Sealants, Inc. ICP Adhesve Polyset® AH-160 Two -Component weight per patty 8 grams. 3.1.3 5 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 8 grams. 45 NOA No.: 18••0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 5 of 7 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesives 6 See manufactures component approval for installation requirements. 7 ICP Adhesive and Sealants, Inc. ICP Adhesve Polyset® AH-160 Two -Component weight per patty 45 grams. 118.9 8 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 24 grams 40.4 9 DAP Foam Touch N Seal StormBonde 2 Roof Tile Adhesive weight per paddy 45 grams. 73 10 DAP Foam Touch N Seal StormBonde 2 Roof Tile Adhesive weight per paddy 24 grams 48 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems • • • • • Tile Profile Tile Application A:ttachrgent••••Resistan'ca' ... See specific mortar manufacturer's Notice of Acceptance • 5. LABELING .... . .. ..... ...... . . ..... All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo•as seen below or followk1R .. ' �� statement: Miami -Dade County Product Control Approved". •..... . . . . . . ..... . . • .....• .. . • .. . . . 1: BORAL PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MiAMbDADE COIiNTY NOA No.: 18-0829.02 IIIIIIIIIIIIIII M , , , O - Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 6 of 7 PROFILE DRAWING BORAL PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE .... . .. ..... .... ... . . % ..... .... .. .. . ...... • • • • •••••• NOA No.: 18-0829.02 Expiration Date: l2108/20 Approval Date: 10/11/18 Page 7 of 7 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.mistmidade.gov/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 Eontaol Section.' (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the tt tit to have this product • • - or material tested for quality assurance purposes. If this product or material fails to performiAWlaccepted Manner,_4c..; manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•moa*ify, or suspend the ttse� of such product or material within their jurisdiction. RER reserves the right to revolte.th4 acceptanje, if its - • determined by Miami -Dade County Product Control Section that this product or material fails'ta beet t9d Ttgdiremerlts... of the applicable building code. This product is approved as described herein, and has been designed to comply with She lalorida i3ai!laing Co$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 Off This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. Su�'ainable tp OKX17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 • . . .... ...... Produrlhe.Zcriatipn�•;• ••••i• Two component p@ryur•ethane four$-adhe§ive • ... . .. ..... ...... . . ..... Dispensing Equipment • • • • • •; • Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./R.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ 400 F., 2 weeks +6.0% Volume Change @1581F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 CMIAWD�ADE COUNTY Expiration Date: 05/10/22 N' ' Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Reuort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 • • • ASTM E 108 • • • • •••••• ASTM E 84 TAS 114 • • " ASTM D 1623 TAS 101 TAS 123 •••• TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 p44�OA93 4-1 / 16/94 b 1 4795 :000% b3/ 14/96 •04/1 �/12 :011t12 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAWDADE COUNTY Expiration Date: 05/10/22 � � Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives 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 jjggklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by.I .P 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 j(!gVi%d before, application • of any adhesive. The mix ratio between the "A" component and the "B" component shh11'&e maintairiM betwele?t • •. 1.0- 1. 15 (A): 1.0 (B). •••••• •�••• 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispensq•RfPl000 or ICP • . Adhesives ProPack 30 & 100 dispensing equipment only. . .. ..... . ...... 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • •. : 0 go :" 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives 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 4of11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail 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 .3A Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at• 2 grams pe r paddy ' head of tile 9-11 sq. inches z4 . overlap .. • ... . .. .... ... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal' • • • • 17 gram% per bea • • • edge) 20-25 sq. inches each.. ... . . .... bead •• •• •••• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches �4 grams under pau... 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 MIAMMQADECOUNW Expiration Date: 05/10/22 ' Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL ## 1 AdY tthrongIs plastic coww t Psdkly 16a•wath TiEaj tasbaeraqulred? r r�ti UedcKl.ymnYt � •l�tl; � ��� EaVlC4Yrsl a off' fasclo �f Nall through plastic cement •when required) Prsdy {R.nrreh TaPl -w, 1004 2lntiwidfr Battens optional I �ti Es+►e t:iesure towetaurse—'�r Fasda (When lreugkf pl..sfe -t (wi�enrepdredl �P+sIdYiRwn•.ahTil+l 2 in. wide f 1 J ti opgonal o / Easne Ctrurse - `` �"+ / i*sda r' w Weephole g }�Eaw closure tom. h' �- .i dHF aJx)a APPROVED 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 cm2) square inch adhesive contact with the underside of the tile! • • • • • • •••• •••••• •••••• • •• •••••• • • • • • • • • • • • • • Medium Profile / Double;8>s'�ile ; • • • : • • • • • • •• •• • •••••• • 1. Starting at the eave couyrse**aCOply a minimum 2" (50.8 mm) x 10" (254 qlm) y, 1" (2j.�t-R1 r►) foar*j► paddy onto the underlaj mment positioned.as shoV? • • under the pan portion of the tile closastetethe 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. 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 kill tion"Is plt "k t•mwne V•dllr lR•n••thTi•r und•rlsyntwa °�� ell Fascia 2.1h two nowre. flail through pustic cement OAen ►epulredi 1 -Paddy i8ee•athTl1a), Und•rlryrt•ne ( � _q 7 in. Banew optional It 1 F•r•Qorisr+ F,•v Course Fanua Flat/Low Profile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a nlinimurri ;(� O.8mrp) • • • • x 7" (177.8 mm) x 1" (25.4 rnfh)�oam paddy onto the . • underlayment positioned as4r wn uncl'erlke' • • • •. • strengthening rib closest to the everlock ofathe tile ; • • • ; being set. .. .... . .. ..... 3. Continue in same manner. j[p,51 ze appr4xivftately 10• • • • • • (64.5 cmz) - 12 (77.4 cmz)lare inch adhesive •' contact with the underside of the;tile. 000009 • . • •• • • •• • • 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 cmz) 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) Nall through pkailk co pent-, Amn ratialrad) ~` � Paddy l W nawh Tiler un",YMMI .` 4 r� T 2la. 6atiens apilawal tira.p�,o+i" 101n. Ift. madam orlaa�a MIAMFDADE COUNITY 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.q inijiimur�r*.P 150.8mmj* x 7" (177.8 mm) x 1" (25.4jmjfoam:ponto jbq.; underlayment positioned asashown under the pan . portion of the tile closest tV* fit%verlogk of4the tile, being set. •' •' • • • • • • a • •aaaa, as as • ,aaaa 3. Continue in same manner.�1;}�4j; approxirately 1 :• (109.7 cm2) - 19 (122.6 c1l) Sg4are irwh adhesive, ... ; contact with the underside of the tile.: `•"" a a .,aaaa NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Ian through plastic cement Paddy (between ties) (when required) Battey optional ° I ° Paddy (under tiki ` add an tg paddy nundettaytnert 2x41n. - �-" �'• t0in `1m Esvet]osue Ratkaw Profile Tile R-0 thmugh c cement Single paddy under the (whe Paddy (between toes) Battens wady (Undertne) on top �4i41n. Z14io 4 So errdp�T oe `•. tC1d'eayment .,� 2 in. Eave Gesure EaveCourse Fascia Mmilum ProfileTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 cm2) of adhesive contact with the underside -if No -tile . . .... ...... ...... . .. ...... 2. Apply a 4" (101.6 mm)•x 4r {4 01.6 mm•) x 1 " (25.4 mm) foam paddy onto tyltr dtlderlay )t just below • the second course line pd?it)bned fo'am*'addy • • • • • .... . . . . ... under the strengthening;) far flat ;6,4 under M • • pan portion of the tile, gWe§tto the unoerlock f r • • the second course tile to be•irkalled. Insure .... ; . approximately 8-9 in (f 1.6-58.1 crx2;6f adheswie • contact with the underside ofthe tilt. • • • •..• (Instructions continued on next 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) bait tivoogh Pluck 591 a padd)r under file (when requked) Paddy fbetween dks) Baft"a Paddy(mmW dle) optional 1 dY r f as r " g shoe 2:4 Paddy on iopottle— .� Fan Course Fula Weephole 10 in. 2 tn. Ewe dowre Urtp edge High ProffieTtle 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 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the undersid .ef tl> : tile at the head of the tile. Codtinve 4n same Manner. • • • • • • ...... . .. ...... .... . .. ..... ...... . . ..... .. .. . ...... . . . . ...... 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 adhesive to achieve 65 to 70 sq in. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to t in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area, IUnderlayment 1 Eave closure (motar shown) Fascia Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MMMFDADE COUNTY 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 bringingttivo pan . courses up toward the. ridge, Incur' ea• •e a eea approximately 65 (41.9.4 cm2) — �d'(,41k6 cm2) ..... . .. e... square inch adhesive.gyVaGt with the, undersi�e. ...... of the pan tile. .... .. a . . .... . .. ..... 3. Turn covers upside dbW t:cposigg JbC pnderai&- • of the tile. Apply a minirbum 1" P5.4 mm) x•1"16: • (254 mm) bead of ac srva directly on the inns edge of each side of the cpver till oheave • approximately 3/4" (�14i0hrn) to 1: (2S4 mml • • • • • from the outside edge of the tile,114wirn, free of • foam to allow for expansion. 4. Turn cover the over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover the 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 city of coconut creek � 1 9 2019 NOA No.•170Al f5 10/22ExSNhiae Approval Date: 04/27/17 Page 11 of 11 M�IAM�FRE MIAMI-DADE COUNTY J11i1 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 www.miamidade.yov/economV NOTICE OF ACCEPTANCE (NOA) - Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: rning the use of construction Materials. The This NOA is being issued under the applicable rules and regulations gove documentation submitted has been reviewed and accepted by Miami -Dade County RER - Plr &4.Control Section to to • ; • 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 County.rMct Control Sectiod.... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tl"ggttt to hgve9 016 00 * • • product or material tested for quality assurance purposes. If this product or material fails to.perf4Dn in the acpepted • � ; • � • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately fe;oke, moo' q, or .... . suspend the use of such product or material within their jurisdiction. RER reserves the ri4sm7noke this acceptance, . if it is determined by Miami -Dade County Product Control Section that this product or material fdils to VW4:�e ..'..o requirements of the applicable building code. """ This product is approved as described herein, and has been designed to comply with the Flonda Buildili 000 ' 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.: is-.._ MU%t41 DADE COUNTY Expiration Date: 08/02/23 • • - Approval Date: 08/02/18 -Pagel of 4 s ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls Boral Citadel Plus 36" x 72' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC. Trinity ERD Test Specification TAS 103 ASTM D 1970 ASTM D1970 Test Identifier OCF-356-02-04 OCF-356-02-02 OCF-356-02-01 OCF-424-02-04 OCF-424-02-01 OCF-424-02-03 BRLRF-SC 16810.11.17 Product Description SBS self -adhering asphalt sheet material with a white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped tddt . .... ...... assemblies. . • . . . . . ...... SBS self -adhering asp a is eet matena with a ••.•.• poly film -facer, for use�as•1 mid-ply�underlayrrj*t • • in sloped roof assemblies..' ..... ...... . . ..... .. .. . ...... . . . . ...... Test Name/Report Date ASTM D1623 07/25/18 TAS 103 07/24/18 ASTM D1970 07/26/18 ASTM D1623 07/25/18 ASTM D1970 07/25/18 TAS 103 07/25/18 ASTM D 1876 11/28/17 NOA No.: 18-'0502.03 MIAMFDADE COUNTY Expiration Date: 08/02/23 "' • ' Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 11/32 " or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type H or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): . . .... ...... Membrane: One or more plies of BORAL TileSeal Underlayment with a minimt6 �" iead lap ena• minimum 6" end lap. Place the first course of membrane parallel to the i4ye, rollingxhe membrane to obtain maximum contact. Remove the release membraae as the membrane is ; • • • • applied. Vertical strapping of the roof with BORAL TileSeal Underlaym nt is acceptable. All... end laps and laps without black selvage area shall be sealed under lar QSit an S�� Agdifie& • : • • . .. .. . ...... mastic. . Note: When used in Tile roof systems BORAL TileSeal Underlayrrkent shall be jaek nailed to deck with approved annular ring shank nails and tin caps at a maximum' 1 l" o.c.,at the side ; • • • • laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. �� ejcPme„f COUNTY NOA No.: 18-0502.03 MIAMFDADE � Expiration Date: 08/02/23 Approval Date:, 08/02/18 Page 3'6f 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. "' • 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 whe!i tiletare loa88d tlirectly • • • ; • to the BORAL TileSeal underlayment; loading boards or battens are required on roof pi tcV � 6eaterUan'N 12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approva>:o£this product with , specific prepared roofing products. . . .... . .. ..... 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 0 : : : : o 0 0 : 6 0 0 . 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Atcgotance 11A4g BORAL TileSeal underlayment as a component part of an assembly in the Notice of Aceeplance. If BORAL . • TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AI4J) onthe ....:. . .... W. Miami -Dade County Product Control Department for approval provided that appropriat$ dnentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results.' : .". . 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below MIAMI•DADE COUNTY -T17 1 �conutGreek M A END OF THIS ACCEPTANCE A--0502.03 _,n Date: 08/02/23 �pproval Date: _08/02/18 Page-4-of 4 Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in{lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C-15/32 Class A Incline: 3 Insulation (Optional): — 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 fiber/ polyisocyanu rate composite or phenolic, any thickness. a"". Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri-Ply Ply 4: orstGAFGLAV�V* 6" hot 0 mopped. ee a ee . Surfacing: —Gravel. eve***.. so**:* eeeees sees.. sees .. 2. Deck: C-15/32 Incline: 2 ' sees . .0. . sees. sees.. e. se sees.. Insulation (Optional): — One or more layers perlite or wood fiber or glass fitwE ar#polyisocyan u rate or e' urethane or perlite/polyisocyanurate composite or perlite/urethane composite of wdod fiber] sees;. polyisocyanurate composite or phenolic, any thickness. • •see e Ply Sheet: — Three or more plies Type Gi or "GAFGLAS PI 4" or "Tri-PI PI 4:e Cap Sheet: — One I Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri PlyMineral SS Nd 6 � e • • • • ply Yp Sheet'. Y IJd Cap 3. Deck: NC Incline:2 - Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perl ite/polyisocyanu rate composite, perlite/urethane composite, wood fiber/polyisocya n u rate composite, phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri-Ply Ply 4", "GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R", any thickness, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. ' 5. Deck: C-15/32 Slip Sheet (Optional): — Red rosin paper, nailed to deck. I Base ah c — One ply Type G2 "GAFGLAS *75 Base Sheet" or "Tri-Ply #75 Base Sheet" ay be nailed) Ply S. Vie::: more pti-s T pe ;;i "GAFG";c P 'A or "Tri-Ply Ply 4" or GAFGLAS Ply E".. Ole ;,ly Type G3 "GAFGLAS Mineral Sl. aced Cap Sheet" or'Tri-Ply Mineral Surfaced Cap Sheei" •- ro—•---......----.w.u.g.v%v.ryaicuw.ituu h of 7UP1112VU5 b:JU:Ul AM 7066 SW 44 5T MIAMI, FL 33155 PH: 305-668-5792 FAX 786-513-3754 February / 10/19 CONTRACTOR: JOB ADDRESS: JVD Service inc 976 NE 91 Terr Miami Shore FL 33138 LOW PITCH ROOFS FASTENERS CALCULATIONS Description Flat Roof Roof Mean Heght: 12' - 0" NOA No: 18-0991.07 Roof System Manufacturer: Gaf Material Corp • • • • Deck Type: Wood Deck No Insulated BaseSheet & Fastener Type: • I Ply GAFGLAS # 75 & Fastener 1 1/4 Ring ShaV4:jaij and 'inn• Cap960:09 •, Ply Sheet & Method Type: 2 Ply IV and Mineral Surfaced Cap Sheet Hot Mop' • • • . ; • • . • Maximum Design Preassure from the specific NOA: -52.'50 psf 000006 :""' ...... Scope of Activity & Findings: . •. • a - Minimum Design Wind Uplift Preassure from (RAS 128) Exposure "D" • • ; • 0 • Field = -51.40 psf @ 9" in o/c on laps and 2 equal rows 9 in 0006 Perimeter = -86.20 psf @ 6" in o/c on laps and 2 equal rows 6 in Corner =-129.70 psf @6" in o/c on laps and 4 equal rows 6'in lap: 4, in Net width(ft)= Nw = 2.67 in Net length (ft) N1= (100) Nw Rs = 10.67 in Number of fastener per square Side laps row = Center row = Total Ft12 x per fasteners Fy= fl: = 50 fasteners/sq fc: = 100 fasteners/sq 150 fasteners/sq FT:= 100 Total 52.5 * FT Ln= 37.50 in (to make one square) FT— 0.67 Fy = 35.00 Ibf .,* * 7066 SW 44 5T MIAMI, FL 33155 PH: 305-668-5792 FAX 786-513-3754 LAB CERTIFICATION No.16-0413-03 General Equation: FS=Fy x 144/P x Rs Results: Field Area= fa:= Fy * 144 fa-- 9 in > 9 in o/c. ok. (Pl) (Field * Rs*-1) •....• ...... .. .. 00 ...... . .. ...... Perimeter Area= fa-- Fy * 144*ep fa= 8 in > "'$in o/c. ok. %2) :....: (Perimeter * Rs*-1) .... • **Va: . .. . . ..... 06%. .. .. . ...... ...... . . ...•.. Corner Area-- fa-- Fy * 144*ec fa-- 9 in > . 6.in o/c.:o .IM (Corner * Rs* -I) . . • • • • ...... • 11 'O c IV S 4' I*.. .` F� % '. • No 69687 ATE 40 165•IS�aen� P. .,,,s�0NA� O,��. MIAMF E 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.miamida4Lgov/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 CoumVPloduct.. Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dada Upwity) • • •' reserve the right to have this product or material tested for quality assurance purposes. If fM9 product or • material fails to perform in the accepted manner, the manufacturer will incur the expense orstwh tesUg� . and the AHJ may immediately revoke, modify, or suspend the use of such product or mat e.i.f within* het jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MiqMfi JJJ1de Co:Mt9 • • Product Control Section that this product or material fails to meet the requirements of theap,Blicable building code. • This product is approved as described herein, and has been designed to comply with the*Wol"i& Building.Code including the High Velocity Hurricane Zone of the Florida Building Code. •. :.. • DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.0 1 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. MIAMMA DE COUNTY ,...si NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 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 Description GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. ,,,, Tri-Pl ® Ply 4 Y Y 39.37" 1 meter ( )P�1, ASTM D2178 Smooth surfaced asphaltic sheet reinforced , , • • , • Wide . with fiberglass mat. ,,,,,, „ . ,,,,,• GAFGLAS® 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic py�sgeet reinforced �....� F1exPly' 6 Wide with fiberglass mat. ,,,, , „ 00:09 GAFGLAS®#75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or brie/ . sheet:"*Lrced .. . 0"•'� Base Sheet Wide with fiberglass mat. ...... • Tri-Ply®#75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or bi se/ply sheef uWahirced Sheet Wide with fiberglass mat. . ...... GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet fe-Woreed Ultima' Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent® Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 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. 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" (1 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. GAFGLAS® 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCap" Wide with fiberglass mat. Cap sheet is factory'irb'ated Mineral Surfaced with TOPCOAT® EnergyCote • • astom "c . Cap Sheet • Coating. •••••• •• • •••••• Topcoat® Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic i;ibber • • • • �.... Seal SB zi sealant designed to protect �irPstore ajgeri �vof • • • • • surfaces and to increase roQtwAwtiviN. • Topcoat® 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric cqijgg • • • • • • Membrane : • : ....:. Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer 4er igned to block •. •. 00 asphalt bleed -through. • Topcoat® FireOut' 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. F1exSeal" 1 qt. tube NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuard' Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuard' Ultra Polyiso Glass -faced polyisocyanurate foam insulation GAF Insulation EnergyGuard' RA Polyiso Polyisocyanurate foam insulation GAF Insulation • • • • EnergyGuard— RA Composite Polyisocyanurate foam insulation with high • • PAF • • • • • • • • • Polyiso Insulation density fiberboard or permalite :'. '. • • .... ... .. ...... EnergyGuard' RH Polyiso Polyisocyanurate foam insulation • • • • • CAF '. .• ..... ' Insulation ."". :'. .... . .. ..... EnergyGuard' RH Tapered Polyisocyanurate foam insulation • • ; • • .0 AF • • • • • . • . Polyiso Insulation .. .. . ...... • EnergyGuard' RN Polyiso Polyisocyanurate foam insulation GAF • • • •.:. Insulation ...... EnergyGuard' Perlite Roof Perlite insulation board GAF • •: • •' Insulation EnergyGuard' Perlite Recover Perlite recover board GAF Board Securock® Gypsum -Fiber Roof Gypsum board United States Gypsum Corp. Board Securock® Glass -Mat Roof Glass faced gypsum board United States Gypsum Corp. Board Structodek® High Density Fiber High density fiberboard Blue Ridge Fiberboard, Inc. Board Roof Insulation DensDeck® Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDeck® Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 MIAMMADECOUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 4 of 27 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOM 1. Drill-Tec' #12 Fastener Phillips head, modified #12 x 8" max. GAF buttress thread, pinch point, length, #3 carbon steel fastener for use Phillips head. in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill-Tec'a' #14 Fastener Truss head, self -drilling, #14 x 16" GAF pinch point, high thread max. length, fastener for use in steel wood #3 Phillips • or concrete decks. head. .. .. . 3. Drill-Tec"'' ASAP 3S Drill-Tec' # 12 Fastener with See • �: • GAF" Drill-Tec' 3" Standard Steel components • • • • • • Plate. .... .. ..... 4. Drill-Tec' 3" Steel Plate Round Galvalume® steel 3" Round ": ": GAF.:. " • • • stress plate with reinforcing .. .. . ...... . ribs and recessed for use with • • • • • . • • Drill-Tec' fasteners. . . . ;""' ...... • 5. Drill-Tec"" 3" Standard Steel Galvalume® coated steel 3" Round . •• • (:Are. ...... ' Plate stress plate for use with 9000 approved Drill-Tec' fasteners. 6. Drill-Tec' AccuTrac® Flat A2-SS aluminized steel plate 3" square; GAF Plate for use with Drill-Tec"" .017" thick fasteners. 7. Drill-Tec' AccuTrac® Galvalume® steel plate with 3" square; GAF Recessed Plate recess for use with Drill- .017" thick Tec'' fasteners. 8. Drill-Tec 3 in. Ribbed Round Galvalume® plated 3" Round GAF Galvalume Plate (Flat)' steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMITTED: Test AEency 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 02/13/13 3046388 4470 .'09/Z4/12 3047636 4470 .0. 908%08/13 ODOA8.AM 4470„� , *9 7;09/99 OD1A8.AM 4470 ...:.. • OZ/29/94 OY9Q5.AM 4470 ...• •.04/,01/98 1B9A8.AM 4470 • • • • : 89A64/97 • • • • • 2138A4.AM 4470 ":": ;.07W/97 • • • • • 3B9Q1.AM 4470 00 '' 01/08/98 3D4Q2.AM 4470 O�/30/97 797-03221-267 4470 • • ;' 647/07 797-03825-267 4470 �••' • 07[21/08 797-10228-267 4470 0 o;4413/15 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-OlRev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 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 MMIAWDADECOUNTYO Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 6 of 27 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Materials GAF-559-02-09 ASTM D 903 10/02/14 Technologies, LLC GAF-559-02-11 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 10/15/14 GAF-559-02-16 TAS 114 10/15/14 GAF-559-02-18 TAS 114 10/15/14 GAF-559-02-19 TAS 114 04/16/15 GAF-628-02-01 ASTM C1289 05/31/16 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 01/; /02 Trinity I ERD C8500SC.11.07 TAS 117 • • 1 I13i19/07 G30250.02.10-3-R2 ASTM D3909...... $UP4 5 G31360.03.10 ASTM D6164•,..:.. 03/11/10 G33470.01.11 ASTM D6164 ..... 11/14/11 G34140.04.11-2 ASTM D6163 • • • • 84%WI I G34140.04.11-4-R2 ASTM D6401":";�Qg/•15 G34140.04.11-5-R3 ASTM D4891 0..... '06/04/15 G36780.07.11-R1 4470-TAS 11¢ 07/18/ 11 G40630.01.14-1 ASTM D6163 ,OWA/ 14 G40630.01.14-2A ASTM D6164••* .O1/A7/14 G40630.01.14-2A-1-R1 ASTM D6164 �4610/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 SC9700.08.15-R1 ASTM D2178 8/31/2015 SC10680.05.16 ASTM D6163 5/10/2016 SC13105.03.17-R1 ASTM D6164 3/23/2017 Dynatech Engineering Corporation #4482.02.95-1 TAS 114 09/01/95 Atlantic & Caribbean Roof 11-053 TAS 114 08/12/11 Consultants, LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 7 of 27 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" 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 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: Topcoat® FireOut' Fire Barrier Coating, VersaShield®Fire-Resistant Roof Deck Protection, (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck' Roof Board, Securock® Glass - Mat Roof Board or Securock® Gypsum Fiber Roof Board installed per manufacturer's installation instructions. • • • • Anchor sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent' I tailatie Venting Base "' •: • Sheet or Ruberoid® 20 Smooth mechanically fastened as describ%q I w. • • ' • • • Fastening GAFGLAS® Ply 4, GAFGLAS® Flex Ply"" 6, GAFGLAS® #75 Base Sheet or any of above....: Option #1: anchor sheets attached to deck with approved annular ring shank t►Lll§jMd tiny ap�••at a .....0 fastener spacing of 9" o.c. at the lap staggered and in two rows 1in the f eld. 0 •; 0 0 • Not for use with DensDeck or Securock Fire Barrier ..�..• :""' ...... (Maximum Design Pressure —45 psf. See General Limitation #91 • •; • • Fastening . . i. ...... GAFGLAS® Ply 4, GAFGLAS® FlexPly'*' 6, GAFGLAS® #75 Base Sheet or f; bi'above. . Option #2: anchor sheets attached to deck with Drill-Tec'' # 12 Fastener, Driha'fect #14 f gtener anc; * 0 0 % Drill-Tec'' 3" Steel Plate, Drill-Tec'T' AccuTrac® Flat Plate or Drill-Tec' AccifP10 Recessed Plate 12" o.c.-in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® F1exPly" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of Option #3: 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved P/4" annular ring shank nails Option #4: and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'°' Option #5: #12 Fastener, Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec'' AccuTrace Flat Plate or Drill-Tec'*' AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 8 of 27 Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-Tec' insulation plates 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) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec' Option #7: #12 Fastener or Drill-Tec'°' #14 Fastener and 3" Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec'°' AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (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) densj by/ftz • • EnergyGuard" Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGudrtl R4 Poly,};o • • Insulation, EnergyGuard'°' RA Polyiso Insulation, EnergyGuard'' RA Composite Polyiso inctilatiod ....:. Minimum 1" thick N/A """ W/A • EnergyGuard' Perlite Recover Board, DensDeck® Prime Roof Board • • ' ' .... . .. ..... Minimum %" thick N/A • • • • • • VA ..:..' ..... . .. .. . ...... EnergyGuard' Perlite Roof Insulation • • • • • • • • Minimum %" thick N/A • N/A .... % ...... Note: All insulation shall be adhered to the anchor sheet in full mopping of approved tiot.dsalialt Withjp the ; • • • •; EVT range and at a rate of 20-40 lbs./100 ft. Please refer to Roofing Application Standard RAS 1173rar' insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'' Perlite Roof Insulation or 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' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or 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 20-401bs./sq. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with perlite top layer insulation or composite polyiso top layer insulation). Ply Sheet: One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of 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. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 MIA 1nADE COUNTY Expiration Date: 11/04/23 �11_1104714,1 Approval Date: 11/08/18 Page 9 of 27 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. l . Gravel or slag applied at 4001bs./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 I 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 Options. .., . . .... ...... ...... . .. ...... .... . .. ..... ...... . . ..... .. .. . ...... . . . . ...... NOA No.: 18-0919.07 MIAMFDADECOUNTY Expiration Date: 11/04/23 ermi Approval Date: 11/08/18 Page 10 of 27 Membrane Type: BUR Deck Type 1I: Wood, 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 A(2): 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: 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-Ply® #75 Base Sheet, Ruberoid® 20 Smooth.w.. GAFGLAS® Stratavene Venting Nailable Base Sheet is secured as describAltalow. ...... Fastening Miami -Dade County Approved min. 12 ga. Annular ring shank uai,1s jnd mig. 2 E in. •. •; Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anckff-skeet side laps and 8. in. o.c. in the field of the sheet in two staggered rows. • • • • • • • (Maximum Design Pressure: —45 psf. See General Limitation AV)" ' • • . **:*a* Fastening ...... . . ..... Miami -Dade County Approved min. 12 ga. Annular ring shank naila tid mir* I 71A in. ...... • Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anc4df S11Qet side laps and 6 • in. o.c. in the field of the sheet in two staggered rows. ...... (Maximum Design Pressure: —52.5 psf. See General Limitatia►� "01 • : • ...: Fastening . .. Drill-Tec' # 14 Fasteners and Drill-Tec'A' 3 in. Standard Steel Plates, Drill-T�O% • Option #3: AccuTrac® Flat Plates or Drill-Tec"' 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-Tec'°' #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Drill-Tec'*' Option #4: AccuTrac® Flat Plates or Drill-Tec' 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-Tec'°' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac® Flat Plates or Drill-Tec'' 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: —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'T' Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard'" Ultra Polyiso Insulation, EnergyGuard'" RH Polyiso Insulation, EnergyGuarC RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 11 of 27 Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard' Perlite Roof Insulation Minimum -%" thick N/A N/A StructodeV High Density Fiberboard Roof Insulation Minimum %" thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck® Prime Roof Board Minimum'/" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet (Optional): GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-401bs./sq. installed per manufactuwor: c installation instructions. • • • • • • • • • • Ply Sheet: When optional base sheet and/or cap sheet is present: ' ...... . .. ...... Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLOA;O f lex Ply 6adhered, • in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed At? wanuf' lUir%'s • .... . .. ..... installation instructions. • • • ...... .. .. . ...... When optional base sheet and/or cap sheet is not present: ...... • Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAF rCLASt Flex#'lay 6 ....:. adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. irlsgled per • manufacturer's installation instructions. : .'•. • .... Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 401bs./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 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./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. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 18-0919.07 MIAMMADE COUNTY Expiration Date: 11/04/23 �UUMSTJPJ Approval Date: 11/08/18 Page 12 of 27 Membrane Type: BUR Deck Type 1I: Wood, 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 A(3): 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: 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-Ply® #75 Base Sheet, Ruberoid® 20 Smoot44y. GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described.biAw. ...... Fastening Miami -Dade County Approved min. 12 ga. annular ring shank ".4nd mip. t 5vt in. ; • Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anskos sheet side laps and $ in. o.c. in the field of the sheet in two staggered rows. • • • • • • • • (Maximum Design Pressure: -45 psf. See General Limitation "* • �' • • • • • • Fastening . . ...... . . ..... Miami -Dade County Approved min. 12 ga. annular ring shankneil6•and mini 10_S/$ in. ...... Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide an(lW. let side laps and 6 • in. o.c. in the field of the sheet in two staggered rows. :...:. (Maximum Design Pressure: -52.5 psf. See General Limitation #%) :....: Fastening Drill-Tec' #14 Fasteners and Drill-Tec't' 3 in. Standard Steel Plates, Drill -Teti • Option #3: AccuTrac® Flat Plates or Drill-Tec' 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-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill-Tec' 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-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'*' Option #5: AccuTrac® Flat Plates or Drill-Tec' 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: -75 psf. See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 13 of 27 One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard' Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuard' RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard' Perlite Roof Insulation Minimum'/4" thick N/A N/A Structodek' High Density Fiberboard Roof Insulation Minimum %" thick N/A N/A Securock' Gypsum -Fiber Roof Board, DensDeck' Prime Roof Board • • Minimum'/4" thick N/A ••• I�i/A.' Note: All insulation shall be adhered in a full mopping of approved hot asphalt within th F.V.T ra*e1gVd at a • • • • rate of 20-40 lbs./100 ft. Please refer to Roofing Application Standard RAS 117 for insu1*Aen attachment.4, 0 • Base Sheet: Ruberoid' 20 Smooth adhered in a full mopping of hot asphalt �appli�a at 2Q 401�s./sq. 0 0 • • •' Cap Sheet: GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule*6�p Sheei or. % 00000 • GAFGLAS' EnergyCapn' Mineral Surfaced Cap Sheet adhered vi a.11111 mopping of hot* asphalt applied at 20 — 401bs./sq. installed per manufacturer's ;nsta113tion instrugtions. • • • • • • •..... Surfacing: Optional on granular surfaced membranes; required for sdwpth�nemuranes. Chosen components must be applied according to manufacturer's appltCA49e 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. 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. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 18-0919.07 MIAMMADECOUNTY Expiration Date: 11/04/23 a I Approval Date: 11/08/18 Page 14 of 27 Membrane Type: BUR Deck Type 1I: Wood, 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 A(4): 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: 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-Ply® #75 Base Sheet, Ruberoid® 20 Smooth pr. GAFGLAS® Stratavene Venting Nailable Base Sheet is secured as —described —mow. ...... Fastening Miami -Dade County Approved min. 12 ga. annular ring shank Wp ,Vd mio. %V8 in. • • Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anshal sheet side laps and 8. . in. o.c. in the field of the sheet in two staggered rows. • • • • • 0. (Maximum Design Pressure: —45 psf. See General Limitation "• • • • • • • • • • • Fastening .. .... . . ..... Miami -Dade County Approved min. 12 ga. annular ring shank4Ai Band miu �'S/$ in. ...... Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anghV ,stet side laps and 6 • in. o.c. in the field of the sheet in two staggered rows. • • • • • • (Maximum Design Pressure: —52.5 psf. See General Limitation #�} :....: Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill -Tee Option #3: AccuTrac® Flat Plates or Drill-Tec' 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-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill-Tec' 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-Tec'*' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac® Flat Plates or Drill-Tec'' 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: —82.5 psf. See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 15 of 27 One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/W (Table 3) EnergyGuard' Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuard"" RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bs./100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLAS® Stratavene Perforated Venting Base Sheet is laid dry over the insulation. Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® 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 manuf ace rer's installation instructions. '....' ...... .. ... . .. ...... .. . s • . . .. When optional cap sheet Is not present: .• Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAF''GLA•S* Flex Pl j 6 ; • • 6 •; adhered in a full mopping of hot asphalt applied at 20-40 lbs./sg0,6tn *tolled per. • * . : ..... manufacturer's installation instructions. • ...... . . ..... . . ...... Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Grand?e Cap She& or .. • •. • GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhereil m4a Lill mopping of hog • asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's jnstajlation tmMiCtions. • • . . ...... Surfacing: Optional on granular surfaced membranes; required for smooth•mem6rangs. ••t• Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./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. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. NOA No.: 18-0919.07 MIAMMADE COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 16 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" thick or greater 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 A(5): 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 Slip Sheet or VersaShield' (optional) Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS' #75 Base Sheet or Tri-Ply® #75 Base Sheet is secured as described below with Dade County Approved min. 12 ga. galvanized ring shank nails and 32 ga., 1-5/8 in. diameter tin tabs. Fastening: Nails and tabs are spaced 8 in. o.c. in the 4 in. wide side lap and$ i%%c. in two.. ...... staggered rows in the field of the sheet. •' ' ; •. • • Ve.. • One or more layers of any of the following insulations. "• •' • 906* ...... Pasty ner ' Base Insulation Layer Insulation Fasteners '....' • � f (Table 3) • • •... Density/ft2 • • • EnergyGuard— Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, Energy0eard"" RH tlol�fsro ..... Insulation, EnergyGuard' RH Tapered Polyiso Insulation : •" Minimum 1" thick N/A �' ;.�T�,�, • • • • • Top Insulation Layer Insulation Fasteners " ia:"er (Table 3) Dei Aty/ft' Structodek® High Density Fiberboard Roof Insulation, Securock' Gypsum -Fiber Roof Board Minimum'/2" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Ply: Two or more plies of GAFGLAS' F1exPly'' 6 adhered with hot asphalt applied at 20-25 lbs./sq. Cap Ply: GAFGLAS' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 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. 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. Maximum Design Pressure: —52.5 psf. (See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 17 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater 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 C: All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® (optional) Solo' Fire -Resistant Slip Sheet. One or more layers of any of the following insulations. ..+. Base Insulation Layer (Optional) Insulation Fasteners • Fastener ...... (Table 3) ' • ; 'entity/ft2 +� EnergyGuardT' Polyiso Insulation; EnergyGuard" RA Polyiso Insulation, EnergyGua rT*M Polyiso iilsulatidrt•••� Minimum 1" thick N/A �� N/A �...•� Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. InSulddon ••�•"+ panels listed are minimum sizes and dimensions; if larger panels are used, the number py<iRs enersWodbe increased maintaining the same fastener density. Please refer to Roofing Application $turd RAS l„17 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Vedting $ase Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board Qn all :00*00 polyisocyanurate applications. " • Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 SECUROCK® Gypsum -Fiber Roof Board Minimum'/4" thick 2,8 1:1.78 ftz Base Ply: Two or more plies of GAFGLAS® FlexPlyTm 6 adhered with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions. Cap Ply: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap" Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./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: —60 psE (See General Limitation #7) NOA No.: 18-0919.07 MIAMFDADE COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 18 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" 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 D: All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is subsequently mechanically fastened through insulation to the roof deck. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardT" Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuard' RA Polyiso Insulation Minimum 1.3" thick Structodek' High Density Fiber Board N/A • lAF/�1r Minimum 1" thick N/A : 1'Q4�• • • • • � • • • 0 • • • Note: Insulation shall have preliminary attachment, prior to the installation of the base sbeet. at a miniihum ; • • • • application rate of two fasteners per board for insulation boards having no dimension groater'than } ft1 ?ed • four fasteners for any insulation board having no dimension greater than 8 ft. All layers %f4i sulation, optional . thermal barrier (when present) and base sheet shall be simultaneously fastened. See baU sh1'et below Poll • • • • • • fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation •attachment. • Fire Barrier: FireOut'"' Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck 1Protectt", • - •' •' • • • (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck' Roof Bc> a, gecurack . Plass- : •...: Mat Roof Board or Securock' Gypsum Fiber Roof Board. 0 • Base Sheet: Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS' #80 Ultima' Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet or Ruberoid' 20 Smooth applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill - Option #1: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec'' AccuTrac' Flat Plate or Drill-Tec' AccuTrac' Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill - Option #2: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac' Flat Plate or Drill-Tec' AccuTrac' Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #9) Fastening GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' 20 Smooth, Ruberoid' Mop Smooth Option #3: attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.07 MA IOADECouNrr Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 19 of 27 Fastening (Continued) Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec" 3" Steel Plate, Drill - Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec— AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #9) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of 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 20-401bs./sq. installed per manufacturer's installation instructions. • •.. Surfacing: Optional on granular surfaced membranes; required for smootlrmembranes. Cposen components must be applied according to manufacturer's applitfift"instruchan3. All coatings must be listed within a current NOA. 000000 •... •• • 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat 4£.' approved asphalt at 601bs./sq. 0 ". • Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to j 5•gat./sq. OR • Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a pnmwj follovkd by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. : .". ... 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.07 MAMMADE COUNTY Expiration Date: 11/04/23 a Approval Date: 11/08/18 Page 20 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks 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(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: GAFGLAS® #80 Ultima" Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth' Ruberoid® SBS Heat -Weld" Smooth or Ruberoid® SBS Heat -Weld 6•25 base • • .... sheet mechanically fastened to deck as described below; ••.... Fastening GAFGLAS® Flex Ply" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75*4LAe Sheet onariy of ...„• Option #1: the above anchor sheets attached to deck with approved annular rinj: hank nails and tin � • • • • caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in tt;q rows 9" o c. hd the • field. • • .... • • (Maximum Design Pressure —52.5 psf. See General Limitation *'q • . ...... Fastening GAFGLAS® #80 Ultima" Base Sheet, Ruberoid®20 Smooth or RLbetoQi®Mop Smooth •, Option #2: attached to deck with approved 11/4" annular ring shank nails and inverted 3" 4eelp1Ate at a• .... fastener spacing of 9" o.c. at the 4" lap and in two rows staggered Mth a fastener spacing if ... 9" o.c. in the center of the membrane. • • • • (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of 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. 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./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 Options NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 21 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks 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(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo'' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #80 Ultima Base Sheet mechanically attached with Miami -Dade County Approved min. 1'/4 long, 12 ga., annular ring shank nails and 1-5/8. diameter t4feem spaced 7" o.c. in the min 4" wide side laps and in 3 staggered rows jutht field d.Vdit sheet.- Ply Sheet: 0 • Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGL*%TIxPly * 6 at�hered to...:. the base sheet in full mopping of approved asphalt applied within tb; 0 0 0 T range end at a ; • • rate of 20-40 lbs./sq. installed per manufacturer's installation ins4mrsti0s. • Cap Sheet: ..... One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® $M Pranula "sheet or • • GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered.in.a full mopping of ' • • • • • approved asphalt applied within the EVT range and at a rate of 20-A 16s./sq. jnstajled per manufacturer's installation instructions. O . e • Surfacing: Optional on granular surfaced membranes; required for smooth membi" S, Chosen • components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./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. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 22 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'T' 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-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS' Stratavent® Venting Nailable Base Sheet is secured as described baliow. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank naiiso Ina min..�5%g in. ""; • Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor 1mt sidd band 8 • • in. o.c. in the field of the sheet in two staggered rows. "" • • • • (Maximum Design Pressure: —45 psf. See General Limitation R�j" • • •""• FasteningMiami-Dade County Approved min. 12 a. annular ring shank r� min, in. • • • �. h' PP g g � � •.... Option #2: .... diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor Meet side laps and 6 . � • • • • ••••.• in. o.c. in the field of the sheet in two staggered rows. 0 .' (Maximum Design Pressure: —52.5 psf. See General Limitation #71 :..... • • • • • Fastening Drill-Tec' # 14 Fasteners and Drill-Tec'T' 3 in. Standard Steel Plafes, Drill- tec4 • • : "' •; Option #3: AceuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are seated 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-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill-Tec' 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-Tec' #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Drill -Tee' Option #5: AccuTrac® Flat Plates or Drill-Tec' 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: When optional cap sheet is present: Two or more plies of GAFGLAS® 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. When optional cap sheet is not present: Three or more plies of GAFGLAS® 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 MIAMI•DADECOUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 23 of 27 Cap Sheet: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap'T" Mineral 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 60 lbs./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 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 24 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(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut7 Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and mirL 1-5/8 in.!datneter Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps end.`8 in. Q.�. in the "' •; • field of the sheet in two staggered rows. "• 080 : �..' (Maximum Design Pressure: —45 psf. See General Limitation #7) ' • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and M10. 1-5/jirrAameter • ..... Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side lapt�6 in. o.c. i0 the . . . . . . field of the sheet in two staggered rows. 00 go...... (Maximum Design Pressure: —52.5 psf. See General Limitation #7); .:.' Fastening .. Drill-Tec,� #14 Fasteners and Drill-Tec,w, 3 in. Standard Steel Plates DriulTec,� Accuel?ac® ... Option #3: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced Win. o.C. ijr* a min:4 • • •; in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggdittl rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Option #4: Flat Plates or Drill-Tec' 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-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Option #5: Flat Plates or Drill-Tec' 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) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap' Mineral Surfaced Cap Sheet 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 MIAMI•DADE COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 25 of 27 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. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMMADE COUNTY ume .... • • • +• ••••• ...•0: .+++•• + • • • +.++:+ 0000 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck7 Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: l . 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 20-401bs./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,.pawl size shall be Tx T maximum. • • • • o 00000 *Goose 4. An overlay and/or recovery board insulation panel is required on all applications over closg4.ceT1 foar$iasdlAtions when the base sheet is fully mopped. If no recovery board is used the base sheet shall be appggd using spe i • • • • %• mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbors•i�itiree royvs, ope at :....: each sidelap and one down the center of the sheet allowing a continuous area of ventilation! •Encircli$g%l the ease* ' strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cros%'1tttVation,*, &1halt • • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attac�, d sstems'shall to so*... limited to a maximum design pressure of -45 psf. ' • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force JF') value o+74&1bf., as . • •• % tested in compliance with Testing Application Standard TAS 105. If the fastener value, "fie;d-tested, j;e belovi....; 275 lbf. insulation attachment shall not be acceptable. •.:..' • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 MIAMMADECOUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27