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HomeMy WebLinkAboutNotice of AcceptanceMIAM N IAM DARE COUNT"= PRODUCT CONTROL SECTION 11805 SW 26 Street; Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 2474 BOARD AND CODE ADMUMTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) cti-ww-u i2nidadaoavieconorn; CertainTeed Corporation 18 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)_ This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or. suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance; if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over 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 ofthis 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. TER1yIiNATION 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 cubray. 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 therequest of the Building Official. This NOA revises NOA #14-0224.03 and consists of pages 1 through 42. The submitted documentation was reviewed by Alex Tigera. NOA No.;14-0529.02 Expiration Date:. 06/19/18 AppravalDafe- 09124/19 panel of 411 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS DeckType: Wood Masimum Design Pressure: -1275 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product /1lWeather/Empire Dimensions Specification. Description Base 39'Is" x 65' 10' ; ASTM D 4601, Type Asphalt coated, fiberglass reinforced Sheet Roll weight: 70 lbs. II base sheet. (2 squares) UL Type G2 Flexiglas Base Sheet 39 3/s" x 98'9"' Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. (3 squares) UL Type G2 Flintlastic Base 20 39 3/8" x 49' 6"; RolI ASTM D 6163, Modified Bitumen coated fiberglass weight: 90 lbs. Grade S, Type j base sheet. (1.5 squares) Flintglas Ply Sheet Type IV 39 %" x 1647 , Roll ASTM D 2178, Type Fiberglass, asphalt impregnated ply sheet. weight: 381bs. I (5 squares) UL Type GI Flintglas Premium Ply Sheet 39 3/s" x 164'7-7 Roll ASTM D 2178, Type Fiberglass, asphalt impregnated ply Type VI weight: 40 Ibs. VI sheet. (5 squares) UL Type GI Flintlastic STA 39 3/s" x 32' 10"; Roll ASTM D 6222, Smooth surfaced APP Modified weight: 87 lbs. Grade S, Type I Bitumen membrane with non -woven (I square) polyester mat reinforcement for torch application. Flintlastic GTA 39 3/s" x 3T 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs Grade G, Type I Bitumen membrane with non -woven (1 sgvare) polyester mat reinforcement for torch application. Flintlastic GTA-FR 39 3/8" x 32' 10"; Aoll ASTM- D 6222, Granule surfaced APP Modified 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 tl square) polyester mat reinforcement for mop .application. NOA No-- 14-0529_02 Eapiratiou Date: 009118 Appraval Date: 09/24/15 Page 2 of 47 Membrane Type: APP Modified DeekType H- Wood, Non -Insulated Deck Description: T9/32" or greater plywood or wood plank System Type E(3): Base sheet mechanically fastened. All General and Bystem Limitations apply. Base Sheet: % One ply of All Weathuffl4ire Base Sheet Yosemite renting Base Sheet; Fiexiglas Base m astir Po y SMS Base Sheet, Flintlastic; Ultra Poly SMS Base Sheet, Glasbase Base. Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below_ Fastening: Base sheet shall be lapped 4" and fastened with I 1 ga. annular ring shank nails and approved tin caps 81ro.c. in the lap and three rows staggered in the center of the sheet 8"o.c. PIy Sheet: One ply ofAR Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet Glasbase Aft l), Base Sheet, Plexiglas Base Sheet; Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one VV or more plies ofFlinfglas Ply Sheet Type N or Flintglas Premium Fly Sheet Type VI adhered in / a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or one ply of Black Diamond:Base Sheet or Flintlastic Ultra Glass SA self -adhered or Flintlastic STA�or Flintlastic APP Base T torch adhered. Membrane: ( Flintlastihntlastic:GTA CoolStar, Flintlastic GTA-F.lt or Flintlasdc GTA-FR CoolStar torch adhered to basefoly sheet. Sni-facing Any of the approved surfacing/coating options listed in Table 4. (© hob \al) . sximum Design 52-5 See General Limitation 47) P sf. � Pressure: NOA No=14-8929A's Favitiation Date: 00911% /.Qprova! date. 69124ltg Page 73 of 42 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL IlIMITATIONS: 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 PVT range and at a rate of 20-40 lbsJsq , 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, IV 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 121bsJsq. Note: Spot attached systems shall be limited to a maxh aum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is Based on a Minimum Characteristic Force (F') value of 275 If, as tested in compliance with Testing Application. Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment ofanchor/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 aFlorida, 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 09 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 111 and applicable wind load -requirements. 9_ The maximum designed pressure limitation listed shall be applicable to all roofpressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended comers 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.: 14-0529.02 Expiration Date: 06/19/19 Approval Date: 09/24/15 Page 42 of 42