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Home My WebLink AboutProduct Approval MIAMI MIAMI DADS COUNTY ma 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) %,v%"v-miamidsdexov/economv 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 manufacturees 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 entircty. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0224.03 and consists of pages I through 42. The submitted documentation was reviewed by Alex Tigera. NOA,No.:14-0529.02 WMIAMI-DADECOUNW Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 1 of 42 ROOFING SYSTEM APPROVAL Category Roofing Sub-Cateeorv: Modified Bitumen Material: APP/SBS Deck Type: Wood MaAmum Design Pressure: -127.5 ps£ TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product: Product Dimensions Specification Description .All Weather/Empire Base 39 ala"x 65'107'; 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 20 393/8"x 4916";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 3/8"x 1647%Roll ASTM D 2178,Type Fiberglass,asphalt impregnated ply sheet. weight:38 lbs. IV (5 squares) UL Type GI Flintglas Premium PIy 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 G1 Flintlastic STA 39 3/8"x 32' 10";RoIl 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 /s"x 32'10";Roll 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 GTA FR 39 3/s"x 32' 10";Roll ASTM- D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G,Type I Bitumen membrane with non-woven (I 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 l Bitumen membrane with non-woven (I square) polyester mat reinforcement for mop application. rtt�rt rzcourrrY NOA No.:14-0529.02 . . Expiration Date: 06/19/18 Approval Date: 09/24/1.5 Page 2 of 42 Membrane Type: APP Modified Deck Type 11- Wood,Non-Insulated Deck Description: 19132"or greater plywood or wood plank System Type E(3); Base sheet mechanically fastened. All General and System Limitations apply. Base Sheer. _C� lyof �CcrIE i�lreBasrShe OS ite Venting Base Sheet,tF e XiglaSBase Sheet,Finb�t ase ee�intlatUltaPlySMSB Sheet,GlsbaseBase Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below. Base sheet shall be lapped 4"and fastened with 11 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. P�Ivy4S.1h6/t.- One ply of All Weather/Empire Base Sheet Flintlastic'Ultra Poly SMS Base Sheet,Glasbase (Op onal) Base Sheet Flexiglas Base Sheet,Flintlastic Base 20, Flintlastic,Poly SMS Base Sheet or one or more plies of Flintg1as Ply Sheet Type IV or Flintg1as,Premium Ply Sheet Type VI adhered in a fall 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 Flintlastic STA or Flintlastic APP Base T torch adhered. Membranesd§� GTA, lintlastic GTA CoolStar,Flintlastic GTA-FR or Flintlastic GTA-FR CoolStar torch adhered to baselply sheet. SUz IaA. g: Any of the approved surfacing/coating options listed in Table 4. (4�ptioqal) Maximum Design -52.5 psf(See General Limitation 47) Pressure: NOA No.:14-0929-02 UkMADECOUNTY Expiration Date-. 06119/19 Approval Date: 09J24/15 Page 23 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 LimnAuoNs: 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 2040 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, 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 lbsJsq. 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 lbf,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 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be- increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect,'or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i-e.perimeters,extended 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE OM9 IND A WDE CMOU N T%Y NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24115 Page 42 of 42 Planning & Development Services Building&Code Regulation Division 2300 Virginia Avenue COUNTY Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT JAN 19 2017 Re: Permit# licensed as a(n)Contractor*/Engineer/Architect (Please print name&circle license type) *FS468 Building Inspector *General,Building,Residential or Roofing Contractor or any individual certified under 468 F.S.to make such an inspection. On or about 1 --L q -1- , 1 did personally inspect the roof deck nailing (Date) work at: (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the FI I Existing Building Code Section 611 or the product approval submitted (whichever is most strig Signature a eal License# STATE OF FLORIDA COUNTY OF c S�and ribed before me this day ofOnto 20//Who is personal) a or who has produced as identification. Notary Public,State of Florida Signature of Notary: Commission Number: eal) En 01/19/2011 ,s�eti+"'y AUDREY B.HUMPHREY *r .: MY COMMISSION#FF 174772 EXPIRES:March 6,2019 Bonded Thru Notary Public Underwriters