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Home My WebLink AboutProduct Approval MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOA"AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Joh 's Manville Corporation 7177th Street Den�er, CO 80202 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction mate ials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Prod ct 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 Iroduct 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 mee�the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Codie including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville APP 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 of this NOA shall be considered after a renewal application has been filed and there has beep no change in the applicable building code negatively affecting the performance of this product. T I INATION 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 I NO, . 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. 13-0529.02 and consists of pages 1 through 15. Th submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 16-0413.06 MIAMI•DADE COUNTY Expiration Date: 06/14/21 • Approval Date: 06/02/16 Page 1 of 15 ROI FING SYSTEM APPROVAL Category: Roofing SubL Category: Modified Bitumen Materials: APP/SBS Deck Tvue: Wood Maximum Design Pressure: -82.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description JM APP Base 39-3/8"x 48'10" ASTM D6509 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 4S 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced, Type I Grade S smooth surfaced membrane for use as a Base and/or Ply Sheet only. APPeX 4.5M 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced, Type I Grade G mineral surfaced membrane. APPeX 4.5M FR 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced, Type I Grade G fire-retardant,mineral surfaced membrane. Tricor M FR 39-3/8"x 34'1" ASTM D6223 APP modified asphalt,polyester/glass reinforced,granule surfaced membrane. Tricor M FR CR 39-3/8"x 34'1" ASTM D6223 APP modified asphalt,polyester/glass reinforced, coated granule surfaced membrane. Tricor S 39-3/8"x 32'10" ASTM D6223 APP modified asphalt,polyester/glass reinforced, smooth surfaced membrane for use as a Base and/or Ply Sheet only. Per aPly 28 36" x 106' ASTM D4601 Type II asphalt impregnated and coated glass fiber base sheet. Ven sulation 36" x 36' ASTM D4897 Heavy duty fiber glass base sheet Type II impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Gla Base Plus 36" x 106' ASTM D4601 Type II SBS and asphalt blend impregnated and coated glass fiber base sheet with fine mineral stabilizer. DynaFast 180 S 39-3/8"x 49'2" ASTM D6164 SBS modified asphalt,polyester reinforced, smooth surfaced sheet. DyaFast 180 HW 39-3/8"x 49'2" ASTM D6164 SBS modified asphalt,polyester reinforced, smooth surfaced sheet. Dy aFast 250 HW 39-3/8"x 32'10" ASTM D6164 SBS modified asphalt,polyester reinforced, smooth surfaced base sheet. NOA No.: 16-0413.06 MIAMI•DADE COUNTY Expiration Date: 06/14/21 •'• Approval Date: 06/02/16 Page 2 of 15 Test Product Product Dimensions Specification Description DynaWeld 250 S 39-3/8" x 32'l 0" ASTM D6164 SBS modified asphalt,polyester reinforced, Type II Grade S smooth surfaced sheet. AP"P OVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ENRGY 3,ENRGY 3 25 PSI, Polyisocyanurate Insulation. Johns Manville ValuTherm, ValuTherm 25 PSI, R-Pai el,R-Panel 25 PSI ENRGY 3 AGF, Polyisocyanurate Insulation with glass Johns Manville ENR 3Y 3 AGF 25 PSI, reinforced facers. ENR 3Y 3 CGF, ENR 73Y 3 CGF 25 PSI, Valu 17herm AGF, Valu berm AGF 25 PSI, Valu berm CGF, Val herm CGF 25 PSI ENZY Y 3 FR, Polyisocyanurate Insulation with inorganic Johns Manville 3 FR 25 PSI coated glass reinforced facers; bottom face is premium coated for combustible decks. Fesc Foam,DuraFoam Polyisocyanurate Insulation with perlite Johns Manville facer. Retr -Fit Board,DuraBoard High-density perlite roof insulation. Johns Manville Fesclo Board Rigid perlite roof insulation board. Johns Manville Structodek®High Density Fiber High Density Fiber Board. Blue Ridge Fiberboard, Boa d Roof Insulation Inc. NOA No.: 16-0413.06 MIAMI•DADE COUNTY Expiration Date: 06/14/21 • Approval Date: 06/02/16 Page 3 of 15 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1 U1traFast Fasteners Insulation fastener for wood 912 x 8" max. Johns Manville and steel. Length, #3 Phillips head 2 U1traFast 3"Round Metal Galvalume AZ55 steel plate 3"round& Johns Manville Plate or Square Recessed 3"square Metal Plate 3. All Purpose Fastener Insulation fastener for #14 x 24"max. Johns Manville wood, concrete and steel. #3Phillips head 4. High Load Fastener Membrane fastener #15 x 14"max. Johns Manville #3Phillips head 5. High Load Plates Seam plate with reinforcing 2-3/8"round Johns Manville ribs and eyehooks steel plate Polymer Membrane Batten Plastic membrane batten 1"x 250' OMG, Inc. strips. 7. High Load LH #15 Large Head fastener for #15 x 14" max. OMG, Inc. steel,wood, or concrete Oversize #3Phillips head APB Plates Steel Seam plate with 2""round Johns Manville reinforcing ribs and barbs. 3 9. Trufast Deep Well Coiled Galvalume coated steel 1"x 100' coil Altenloh, Brink& Batten Bar membrane batten. Co. U.S., Inc. NOA No.: 16-0413.06 MIAMI•DADE COUNTY Expiration Date: 06/14/21 • Approval Date: 06/02/16 Page 4 of 15 I EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I. OXOA9.AM 4470 03/25/94 J.I. OW6A2.AM 4470 02/05/93 J.I. OX7A4.AM 4470 08/26/93 J.1. 3001482 4470 08/11/98 J.1. 3002823 4470 04/01/99 J.I. 3003468 4450 02/02/00 J.1. 3007148 4470 04/19/00 3009499 4470 04/04/01 3011248 4450 11/01/02 3012974 4470 06/03/02 3037540 4450 10/20/10 UL,LLC. R10167 UL 790 05/27/13 Exterior Research&Design,LLC #4361-2.04.97-1 TAS 114(J) 04/15/97 10390A.12.97-1 TAS 114(J) 12/15/97 10390AalO.97-1 TAS 114(J) 10/15/97 10391.01.03 TAS 114(J) 01/29/03 Trinity I ERD J45020.05.13-1 TAS 114(C) 05/16/13 PRI Construction Materials,LLC JMC-053-02-01 ASTM D5147/D6222 05/01/13 JMC-054-02-01 ASTM D5147/136223 06/04/12 JMC-055-02-01 ASTM D6509 05/29/12 JMC-070-02-01 ASTM D2178 TYPE IV 04/17/12 JMC-071-02-01 ASTM D2178 TYPE VI 04/17/12 JMC-072-02-02 ASTM D4601 06/04/12 JMC-074-02-01 ASTM D4897 04/17/12 JMC-075-02-04.2 ASTM D6164 12/27/13 JMC-093-02-01 ASTM D4601 08/02/12 JMC-113-02-01 ASTM D6164 04/19/13 JMC-106-02-01 ASTM D6164 04/15/13 JMC-107-02-01 Rev 4 ASTM D903/D1876/D5147 11/01/13 TAS 117(13) & 117(A) TAS 114(C) JMC-118-02-02 TAS 114(J) 04/19/13 JMC-126-02-01 TAS 114(J) 04/17/13 JMC-141-02-01 TAS 114(J) 04/18/13 JMC-167-02-01 TAS 114(C) 08/05/13 - NOA No.: 16-0413.06 M AMI-DADE COUNTY Expiration Date: 06/14/21 • Approval Date: 06/02/16 Page 5of15 I Membrane Type: APP Deck Type 1: Wood,Non-Insulated Deck Description: 19/32° or greater plywood or wood plank Syste Type E: Base sheet mechanically fastened. All eneral and System limitations apply. Base Sheet: (Option #1) Minimum two plies of PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. at the lap and two rows staggered in the center of the sheet 12" o.c. (Option #2) Minimum two plies of PermaPly 28 or Ventsulation simultaneously fastened to the deck with Ultrafast Fasteners and Metal Plates spaced 9" o.c. in a 4" lap and 12"o.c. in two staggered rows in the center of the sheet. Ply S eet: (Optional) One or more plies of JM APP Base or APPeX 4S heat welded to base sheet while maintaining 4" side laps and 6"end laps. Membrane: One or more plies of APPeX 4.1M or APPeX 4.1M FR heat welded while maintaining 4" side laps and 6" end laps. Surfacing: (Optional)Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets.Any coating, listed below,used as a surfacing, must be listed within a current NOA. 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at a rate of 60 lb./sq. 2. Karnak 97,Karnak 97 AF,Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde Aluminum, Grundy AL MB aluminum coating at a rate of 1-1/2 gal./sq. Monsey Aquabrite, Gardner asphalt emulsion,APOC Sunbright 400 or Henry 229 Aluminum Emulsion at 2'/z gal./sq. or APOC 212 Aluminum Roof Coating at 3 gal./sq. 3. Grundy 20 F asphalt emulsion,Endure Asphalt Emulsion,APOC 302 or 302 AF applied at 21/2 gal./sq.with optional 60 lbs./sq. of roofing granules embedded in wet coating. - Maximum Design Pressure: —52.5 psf. (See General Limitation#7.) NOA No.: 16-0413.06 MIAMI•DADE COUNTY Expiration Date: 06/14/21 UNNUR Approval Date: 06/02/16 Page 14 of 15 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 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Ii4sulation 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 aached using the.fastening pattern of the top layer 3. AI111 standard panel sizes are acceptable for mechanical attachment. When applied in approved a�phalt,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 fpam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet spall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip aTopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing l 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 bye at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. $25 stener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, ads 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 o a minimum fastener resistance value in conjunction with the maximum design value listed within aspecific system. Should the fastener resistance be less than that required, as determined by the uilding Official, a revised fastener spacing,prepared, signed and sealed by a Florida Registered ngineer,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. erimeter and corner areas shall comply with the enhanced uplift pressure requirements of these eas. 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 l Iy a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant �Wihen this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. 11 attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs s all conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. he 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 lie applicable.) 10. kll products listed herein shall have a quality assurance audit in accordance with the Florida uilding Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 16-0413.06 MIAMI•DADE COUNTY Expiration Date: 06/14/21 Approval Date: 06/02/16 Page 15 of 15