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Home My WebLink AboutNOA'sSCANNED MIAMl•[ulDE� �� Lucie13 �� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwu.miamidade.eovhmra Johns Manville Corporation 717 17th Street Denver, CO 80202 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 PERA - 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. PERA 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: 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 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 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. 11-0223.06 and consists of pages 1 through 14. The submitted documentation was reviewed by Jorge L. Acebo. 1011INEYL KOEH Ptofctat WaWmeerPE-32833 7206 eyes Cbrle Port St. Lucie, FL 349U-= F" t (772) o.: 12-0123.02 Expiration Date: 06/14/13 Approval Date: 05/10/12 Page 1 of 14 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Materials: APP Deck Type: Wood Maximum Design Pressure -52.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description JM APP Base 39-3/8" x 48' ASTM D 6509 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 4S 39-V8" x 34' ASTM D 6222, APP modified asphalt, polyester type I, grade S reinforced, smooth surfaced membrane. "VW APPeX 4.5M 39-3/8" x 34' ASTM D 6222, APP modified asphalt, polyester type I grade G reinforced, mineral surfaced membrane. APPeX 4.5MFR 39-3/8" x 34' ASTM D 6222, APP modified asphalt, polyester type I grade G reinforced, fire -retardant, mineral surfaced membrane. Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, granule surfaced membrane. Tricor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced; smooth surfaced membrane. PermaPly 28 36" x 106; ASTM D 4601 Type II asphalt impregnated and coated 72 lb. roll glass fiber base sheet Ventsulation 36" x 36' ASTM D 4897 Heavy duty fiber glass base sheet Type II impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ENRGY 3, 25-PSI Isocyanurate Insulation. Johns Manville Fesco Foam, DuraFoam Isocyanurate Insulation with perlite facer Johns Manville Retro-Fit Board, DuraBoard A high -density perlite roof insulation. Johns Manville Fesco Board Rigid perlite roof insulation board. Johns Manville Structodek High Density Wood Fiber insulation board. Blue Ridge Fiberboard NOA No.: 12-0123.02 Expiration Date: 06/14/13 Approval Date: 05/10/12 Page 2 of 14 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) mil. Ultral ast Fasteners Insulation fastener for wood Johns Manville and steel. 2. UltraFast ASAP Pre -assembled Insulation Johns Manville fastener and plate I UltraFast 3" Round Metal Galvalume AZ55 steel plate 3" round & Johns Manville Plate or Square Recessed 3" square Metal Plate 4. Olympic Fastener #12 & insulation fastener Olympic Mfg. Group #14 5. ASAP Roofgrip Pre -assembled Insulation Olympic Mfg. Group fastener and plate 6. OMG 3" Galvalume Steel Galvalume AZ50 steel plate 3" round Olympic Mfg. Group Plate 7. Tru-Fast HD Fastener Insulation fastener for steel The Tru-Fast Corp. (414) and wood decks 8. Tru-Fast 3" Metal Galvalume AZ55 steel plate 3" round The Tru-Fast Corp. Insulation Plate EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.1. OXOA9.AM 4470 03/25/94 J.I.0W6A2.AM 4470 02/05/93 J.I.OX7A4.AM 4470 08/26/93 J.1.3001482 4470 08/11/98 J.J.3002823 4470 04/01/99 J.1.3003468 4470 02/02/00 J.1.3007148 4470 04/19/00 3009499 4470 04/04/01 3011248 4470 11/01/02 3012974 4450 06/03/02- Underwriters Laboratories, Inc. R-10400 UL 790 Published Annually Exterior Research & Design, LLC #4361-2.04.97-1 TAS 114(J) — Wind Uplift 04/15/97 10390A.12.97-1 TAS 114(J) —Wind Uplift 1.2/15/97 10390A.10.97-1 TAS I I4(J) —Wind Uplift 10/15/97 10391.01.03 TAS 114(J) & TAS 117 (B) 01/29/03 NOA No.: 12-0123.02 Expiration Date: 06/14/13 Approval Date: 05/10/12 Page 3 of 14 Membrane Type: APP Deck Type 11: Wood, Insulated Deck Description: v i9/3_" or greater plywood or wood plank System Type D: v1 All insulation is loose laid with preliminary attachment to roof deck. Membrane and/or anchor sheet is subsequently mechanically fastened through insulation to the roof deck. All General and System limitations apply. One or more layers of any of the following insulations Base Insulation Layer ENRGY 3, 25-PSI, Fesco Foam, DuraFoam Minimum 1.5" thick Fesco Board Minimum'/" thick Retro-Fit Board, DuraBoard Minimum %" thick Insulation Fasteners Fastener (Table 3) Density/ftt N/A N/A N/A N/A N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft, and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: (Option #1) One ply of JM APP Base, PermaPly 28, Glasbase Plus or JM Ventsulation mechanically fastened through the insulation to the deck with JM UltraFast, Olympic or Tm-Fast metal plates and fasteners at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet 18" o.c. (Maximum Design Pressure: —45 psf, See General Limitation 49.) / �/ (Option #2) Minimum two plies of JM PermaPly 28 or JM Ventsulation simultaneously fastened ihrou o t e deck with JM 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. el (Maximum Design Pressure: —52.5 psf, See General Limitation #7.) Ply et: (Optional) One or more plies of JM APP Base or APPeX 4S heat welded to base sheet. Membrane: v One or more plies of APPeX 4S, APPeX 4.5M or APPeX 4.5 MFR heat welded NOA No.: 12-0123.02 Expiration Date: 06/14/13 Miarn-oaDecoUNTY Approval Date: 05/10/12 NNW Page 11 of 14 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. 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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase 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 Engineer, 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 I I I 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 corners). 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-0123.02 Expiration Date: 06/14/13 Approval Date: 05/10/12 Page 14 of 14 MI®E BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTM15NT (81413 BOARD AND CODE ADMINISTRATION DIVISION ''! NOTICE OF OF ACCEPTANCE (N( Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 buANNEL) BY St. Lucie Count, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 4786) 315-2590 F (786) 315-2599 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 BNC - 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. BNC 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. DESCRIMON: Oakridge® Shingle LABELING: Each unit shall bear a permanent label with the manufacturers 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 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 revises NOA# 10-1015.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date: 06/16/11 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Cateeorv: Asphalt Shingles Materials Laminate DeckType: Wood SCOPE This a- roves a roofin -s stemasin Owens Cornin-Oakrid e® asphalt shingles Owens- Corning gY g g g P g Y --- Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Oakridgeg 13 ''/V x 393/a" TAS 110 A heavy weight, fiberglass reinforced Manufacturing laminate asphalt shingle with continuous Locations #1, 2, 3, 4 bead of sealant. Oakridge® 13 ''/4" x 39'/8' TAS 110 A heavy weight, fiberglass reinforced Manufacturing laminate asphalt shingle with dashed bead of Location #1, 3,4 sealant. MANUFACTURING LOCATION 1. Memphis, TN 2. Irving, TX 3. Savannah, GA 4. Jacksonville, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Construction Materials Technologies OCF-153-02-01 TAS 100 09/22/10 PRI Construction Materials Technologies OCF-152-02-01 TAS 100 09/21/10 PRI Construction Materials Technologies OCF-158-02-01 TAS 100 11/10/10 PRI Construction Materials Technologies. OCF-151-02-01 TAS 100 09/27/10 PRI Construction Materials Technologies OCF-150-02-01 TAS 100 09/21/10 PRj Construction Materials Technologies OCF-165-02-01 TAS 100 01/07/11 PRI Construction Materials Technologies OCF-170-02-01 TAS 100 06/06/11 Underwriters Laboratories 09NK14530 ASTM D 3462 12/31/09 Underwriters Laboratories " R2453 ASTM D 3462 10/11/10 Underwriters Laboratories R2453 ASTM D 3462 11/03/10 Underwriters Laboratories R2453 ASTM D 3462 10/11/10 Underwriters Laboratories R2453 ASTM D 3462 10/11/10 Underwriters Laboratories R2453 ASTM E 108 01/13/11 Underwriters Laboratories R2453 ASTM E 108 10/11/10 Underwriters Laboratories R2453 ASTM E 108 11/03/10 NOA No.: 11-0411.03 MMM4D"E COUNTY Expiration Date: 02/03/16 Approval Date: 06/16/11 Page 2 of 4 Underwriters Laboratories R2453 ASTM E 108 10/11/10 Underwriters Laboratories R2453 ASTM E 108 10/11/10 Underwriters Laboratories 09NK14530 TAS 107 (ASTM D 3161) 12/31/09 Underwriters Laboratories OINK44201 TAS 107 (ASTM D 3161) 09/09/02 Underwriters Laboratories 1ONK13947 TAS 107 (ASTM D 3161) 11/12/10 Underwriters Laboratories R2453 TAS 107 (ASTM D 3161) 10/11/10 Underwriters Laboratories 03NK04954 TAS 107 (ASTM D 3161) 03/07/03 Underwriters Laboratories IONK13947 TAS 107 (ASTM D 3161) 01/28/11 Underwriters Laboratories 11CA15662 TAS 107 (ASTMD'3161) 05/27/11 LINIITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 911-72 of the Florida Administrative Code. INSTALLATION l . Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail W, attached. 5. Nailing shall be in compliance with Detail V, attached. . LABELING 1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". MIAMI•DADE COUNTY .I m BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1,2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date: 06/16/11 Page 3 of 4 DETAIL A DETAIL B OWENS CORNING OAKRIDGE WITH CONTINUOUS OR DASHED SEALANT END OF THIS ACCEPTANCE MIAMMADECOUNW EXPOSURE NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date: 06/16/11 Page 4 of 4