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Home My WebLink AboutNOA; Certain Teed Underlayment Systems;per DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE I CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and reguh documentation submitted has been reviewed and accepted by h used in Miami Dade County and other areas where allowed by This NOA shall not be valid after the expiration date stated t (In Miami Dade County) and/or the AHJ (in areas other than product or material tested for quality assurance purposes. If t manner, the manufacturer will incur the expense of such test suspend the use of such product or material within their juris if it is determined by Miami -Dade County Product Control S requirements of the applicable building code. This product is approved as described herein, and has been d including the High Velocity Hurricane Zone of the Florida B DESCRIPTION: CertainTeed Underlayment Systems LABELING: Each unit shall bear a permanent label with the statement: "Miami -Dade County Product Control Approved", RENEWAL of this NOA shall be considered after a renewal in the applicable building code negatively affecting the perfor TERMINATION of this NOA will occur after the expiration materials, use, and/or manufacture of the product or process. N for sales, advertising or any other purposes shall automatically of this NOA shall be cause for termination and removal of NO, RecENEO NOV 0:6 2018 MIAMI-DADE COUNTY Pe""l l PRODUCT CONTROL SECTION (RER) Sr. Lu /e ColIn rent 11805 SW '26 Street, Room 208 h' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 WWW.miamidade.gov/economy is governing the use of construction materials. The ni-Dade County RER - Product Control Section to be Authority Having Jurisdiction (AHJ): w. The Miami -Dade County Product Control Section ami Dade County) reserve the right to have this product or material fails to perform in the accepted and the AHJ may immediately revoke, modify, or tion. RER reserves the right to revoke this acceptance, .on that this product or material fails to meet the to comply with the Florida Building Code Code. name or logo, city, state and following otherwise noted herein. lication has been filed and there has been no change .ce of this product. or if there has been a revision or change in the of this NOA as an endorsement of any product, inate this NOA. Failure to comply with any section 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 shall be available for inspection at the job site at the request o This NOA revises NOA# 14-1028.02 and consists of pages 1 The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY the user by the manufacturer or its distributors and Building Official. U NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as de the Florida Building Code including the High Velocity H TRADE NAMES OF PRODUCTS MANUFACTURED C Product Dimensions Test WinterGuard HT Manufuring Location #1 WinterGuard Granular Manufuring Location #2 WinterGuard Sand Manufuring Location #2 Diamond Deck" Manufuring Location #3& 4 MetaLaymenf" Manufuring Location #1 Black Diamond"' Base Sheet Manufuring Location #2 36" x 65' ASTM D rolls in this Notice of Acceptance; designed to comply with Zone of the Florida Building Code. LABELED BY APPLICANT: Product in Description 70 Modified fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, rolls bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. 36" x 65' ASTM D 1 70 Embedded sand surfaced modified, fiberglass rolls reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. 48" x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use rolls Type H under shake, shingles, slate or metal roofing. 39 3/8" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for rolls use under metal roofing. 39 3/a" x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced, rolls bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 2 of 9 ✓ t TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 s/a" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 39 3/8" x 65' 10" ASTM D 601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type II Manufuring Location #1 Flintlastic GMS 39-3/8" x 32' 10" ASTM D 6 164 Granule surfaced SBS Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Type I reinforcement for mop application. Flintlastic SA Cap 39 s/a" x 33' 11" TAS 103 Polyester reinforced, self -adhering SBS modified Manufacturing rolls bitumen cap sheet. Location #1 Roofers' Select 36" x 144' rolls ASTM D226 An asphalt -impregnated, organic felt reinforced Manufacturing Type I with glass fibers, roofing underlayment. Location #5 RoofRunner 48" x 250 rolls ASTM D226 Synthetic, scrim reinforced underlayment for use Manufacturing Typell under asphalt shingles. Location #6 MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA 6. Vapi, India NOA No.: 17-0306.07 QM1 �aoe couNTtr Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 3 of 9 EVIDENCE SUBMITTED: Test Agency Momentum Technologies, Inc. TrinitylERD PRI Construction Materials Technologies, LLC InterTek Testing Services Ltd. QAI Laboratories AX31 G8G 3530.12.05-1-R1 C30280.12.09-R2 C32240.03.10� C30890.03.10-� C3500.04.10 C31860.05.10� C40050:09.12-2 i C31410.10.10-R1 C45240.01.14-I C32930.01.11-R2 C45240.01.14- CTR-SC 11145.16 3A CTR-SC11415.11.16 CTR-SC11505.1 -.16 ACT -SC 14110.06.17-1 CTC-093-02-0 CTC-163-02-0 10103165000Q-0IO2C 101227796COQ-003C 10103165000O-005C RJ3334-2 RJ3502-1 Test Name/Report ASTM D6222 ASTM D1623 ASTM D226 ASTM D4977 ASTM D 1970 TAS 103 ASTM D1623 ASTM D 1970 ASTM D5147. ASTM D4798 ASTM D1970, TAS 110 ASTM D1623 TAS 103, TAS 110 ASTM D4601 TAS 103 ASTM D 1623 ASTM D 226 ASTM D6164, ASTM D4798 ASTM D6757, ASTM D226, ASTM D4869 ASTM D226 ASTM D4798 ASTM D4869 ASTM D226 ASTM E108 Date 06/05/09 10/05/09 12/11/09 03/04/10 03/17/10 04/01/10 05/18/10 09/28/12 11/02/12 01/15/14 01/20/14 01/24/14 09/19/16 11/28/16 12/22/16 06/29/17 08/09/11 05/09/13 08/13/13 08/13/13 08/13/13 07/07/14 09/29/14 NOA No.: 17-0306.07 MIAMI•DAD; COUNTY Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o. . in the field of the roll. Vertical joints should be offset 36" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) a single layer of Roofl�unner shall be applied with printed side up, parallel to the eaves, overlapping each course witha minimum 3" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and spaced 15" o.c. vertically and 12" o.c. horizontally in the field of the roll. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standar�s and Building Codes NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 5 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to E Anchor Sheet: (4:12 or Above) Two plies of Roofers' I� mechanically fastened to deck with apprc in a grid pattern spaced 12" o.c. in the fi,e Surfacing: Deck Type 1: Deck Description: System E(4): ct with a minimum 2" headlap and a 6" end lap d nails and tin caps 6" o.c. at the side lap edge and of the roll. (2:12 to < 4:12) Two plies of Roofers' Select with a minimum 19" headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Shall be acceptable for use in approved 'asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes Wood, Non -insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA to Ich applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand, MetaLayment or Black Diamond Base Sheet self - adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 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 membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 17-0306.07 QM1AM-DAffiEC=0UN Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 6 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6" end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an E approved asphalt applied within the Membrane: One ply of Flintlastic GMS adhered in EVT range and at a rate of 20-40 lbs./sc or Flintlastic SA Cap, self -adhering mej 4" side lap and 6" end lap. Place the fir: membrane to obtain maximum contact. applied. Vertical strapping of the meml anchor sheet and ply sheet must also be D226 ply sheet adhered in a full mopping of range and at a rate of 20-40 lbs./sq. full mopping of Type IV asphalt applied within the or Flintlastic GTA torch applied tothe preceding sheet ibranes adhered to the preceding sheet with a minimum course of membrane parallel to the eave, rolling the Remove the release membrane as the membrane is rane is acceptable. If membrane is strapped, then When used in Tile roof systems the cap Csheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: •Flintlastic SA Cap, Flintlastic GTA tile system mechanically fastened as •Flintlastic SA Cap, Flintlastic GTA tile system adhered as specified in tl having a current tile adhesive NOA Must comply with appropriate Roofing applicable Building Codes. Flintlastic GMS may be used with any approved roof cified in their current NOA. Flintlastic GMS may be used with any approved roof current NOA using any foam adhesive listed and Standard RAS 118, RAS 119, RAS 120 and LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ;@ NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 7 of 9 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by cop 1. This Notice of Acceptance. 2. Any other documents required by the Building Official the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flin WinterGuard Sand, DiamondDeck, MetaLayment or B12 acceptable for use in asphaltic shingles, wood shakes, CertainTeed underlayment roofing systems utilizing Roof, asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing Flint cap membrane shall be acceptable for use in foam adhe specified in the surfacing option of the approved assemblie 4. This acceptance is for prepared roofing applications. M applicable building code. CertainTeed underlayment roof applicable Building Code. 5. CertainTeed underlayment roofing systems membranes st deck free of irregularities. of the following: applicable building code in order to properly evaluate ;tic GTA, WinterGuard HT, WinterGuard Granular, Diamond Base Sheet as a cap membrane shall be shingles, quarry slate, and metal roof applications. mer or Roofers' Select shall be acceptable for use in SA Cap, Flintlastic GTA or Flintlastic GMS as a set and mechanically fastened roof tile systems as ium deck requirements shall be in compliance with systems shall be installed in strict compliance with be applied to a smooth, clean and dry surface with 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard MetaLayment, Diamond Deck, Flintlastic GMS, and Flint' for longer than 180 days of application. RoofRunner and roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with ar CertainTeed underlayment products as a component p� CertainTeed underlayment products are not listed, a regi (AHJ) or Miami -Dade County Product Control for approi to detail compatibility of the products, wind uplift resistant 9. All nails in the deck shall be carefully checked for protruc the deck thoroughly to remove any dust and debris prior to nd, Black Diamond Base Sheet, Flintlastic SA Cap, tic GTA shall not be left exposed as a temporary roof iofers' Select shall not be left exposed as a temporary approved roof covering Notice of Acceptance listing of an assembly in the Notice of Acceptance. If I may be made to the Authority Having Jurisdiction provided that appropriate documentation is provided and fire testing results. �g heads. Re -fasten any loose decking panels. Sweep 10. 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. 11. Roll or broom the entire membrane surface so as to have 1 overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in cc Notice of Acceptance and applicable Building Code. contact with the surface, giving special attention to with Roof Assembly current Product Control NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 8 of 9 o 13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) Tile Profile Flintlastic GMS' Flintlastic SA Cap' Flintlastic GTA' Flat Tile 4:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 'The following is applicable to all systems using and Flint •Slopes greater than 4:12 — Horizontal batten strips ar maximum of 10 tiles shall be stacked parallel to tt 2The following is applicable to all systems using Flintlasti •Slopes up to 5:12, Profiled Tile — Stage by placing tv four tiles on top parallel to the slope for a total of *Slopes greater than those shown in the above table — horizontal battens; a maximum of 10 tiles shall be 'The following is applicable to all systems using Flintlasti •Tiles shall be stored on battens on roof pitches greate Front View Figure 1: Staged Method, stic GMS: required. Stage tiles touching horizontal battens; a slope (See Figure 2 below). SA Cap: tiles perpendicular to the slope followed by maximum tiles. (Illustrated in Figure 1 below). orizontal batten strips are required. Stage tiles touching tacked parallel to the slope (See Figure 2 below). GTA: than 6:12". Front View Figure 2: Batten Method END OF THIS ACCEPTANCE Side View Figure 2: Batten Method NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 9 of 9