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Home My WebLink AboutNOA0,fm ° DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOr CertainTeed Corporation 18 Moores Road Malvern, PA 19355 SCANNED BY St. Lucie County MIAMI-DADECOUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 :ES (RER) Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.mlamidade.eoy/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inurnediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. �1)ESCRIPTION: CertainTeed Modified Bitumen Roof System over Concrete Decks. jj 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 munber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. --This NOA revises NOA# No. 14-0224.04 and consists of pages_ 1 through 87. The submitted documentation was reviewed by Alex Tigera. i 1 YtNOA No.:14-0529.03 ion Date: 05/19/18 Approval Date: 09/24/15 Page 1 of 87 ROOFING SYSTEM APPROVAL Cateeory: Roofing Sub-Cateeorv: Modified Bitumen Material: APP/SBS Deck e: Concrete Maximum Desien Pressure: -542.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 39 3/8" x 65' 10"; ASTM D 4601, Asphalt coated, fiberglass reinforced Sheet Roll weight: 70 lbs. Type II base sheet. (2 squares) UL Type G2 Flexiglas Base Sheet 39'ls" x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90lbs. II base sheet. (3 squares) UL Type G2 Flintlastic Base 20 39 3/8" x 49' 6'; Roll ASTM D 6163, Modified Bitumen coated fiberglass weight: 90 lbs. Grade S, Type I base sheet. (1.5 squares) Flintglas Ply Sheet Type IV 39 3/a" x 1647'; Roll ASTM D 2178, Fiberglass, asphalt impregnated ply weight: 38 lbs. Type IV sheet. (5 squares) UL Type Gl Flintglas Premium Ply Sheet 39 3/s" x 1647% Roll ASTM D 2178, Type Fiberglass, asphalt impregnated ply Type VI weight: 40 lbs. VI sheet. (5 squares) UL Type GI Flintlastic STA 39'/s" x 32' 10'; ASTM D 6222, Smooth surfaced APP Modified Roll weight: 87 lbs. Grade S, Type I Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. tlastic G A 39 3/e" x 32' 10'; Roll ASTM D 6222, ule surfaced APP Modified weight: 105 lbs. Grade G, Type I Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA-FR 39 3/s" x 32' 10'; Roll ASTM D 6222, Grano a ace odified weight: 105 lbs. Grade G, Type I Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Flintlastic GMS 39 3/s" x 32' 10'; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 94 lbs. Grade G, Type I Bitumen membrane with non -woven - — --- - (I square) polyester mat reinforcement for mop application. NOA No.:1"529.03 IN MADE f:OUtr1f Expiration Date: 05/19/18 Approval Date: 09/24/15 Page 2 of 87 Membrane Type: APP Modified Deck Type 3I: Concrete Decks, Non -Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(5): Base sheet adhered with approved asphalt. All General and System Limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. Base Sheet: One ply of All Weather/Empire Base Sheet, Glasbase Base Sheet, Flexiglas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Base Sbeet, Flintlastic Ultra Poly SMS Base Sheet, Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered to the substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase (Optional) Base Sheet, Flexiglas Base Sheet, Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self adhered or one ply of Flintlastic STA or Flintlastic APP Base T torch adhered. Membrane: Surfacing: (Optional) Maximum Design Pressure: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or Flintlastic GTA-FR CoolStar torch adhered to base/ply sheet. Any of the approved surfacing/coating options listed in Table 4. -240 psf (See General Limitation #9) NOA No., 14-0529.03 Expiration Date: 05/19/18 Approval Date: 09/74/15 Page 83 of 97 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LalTATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note:, Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibt:, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ib£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable grind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0529.03 Expiration Date: 05/19/18 Approval Date: 09/24/15 Page 87 of 87