DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)

DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 www.mlamIdadeazovieconomv Entegra Roof Tile, LLC 1289 NE SO Ave Okeechobee, FL. 34972 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: Bermuda Concrete Flat Roof Tile 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 NOA No. 14-1120.06 and consists of pages I through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI-DADE COUNTY APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 1 of 6 EFTA00798399 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Entegra Flat Tile Length = 16" TAS 112 Width = 10" Type 3a Class III Trim Pieces I = varies w = varies varying thickness Product Description Flat profile, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied Engineering, Inc. 94-084 Static Uplift Testing PA 101 (Mortar Set) May 1994 The Center for Applied Engineering, Inc. 94-060A Static Uplift Testing PA 101 (Adhesive Set) March, 1994 The Center for Applied Engineering, Inc. 25-7094-2 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Oct. 1994 Construction) The Center for Applied Engineering, Inc. 25-7094-8 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Oct. 1994 The Center for Applied Engineering, Inc. 25-7094-5 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Oct. 1994 The Center for Applied Engineering, Inc. 25-7183-6 Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Feb. 1995 MIAMI-DADE COUNTY APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 2 of 6 EFTA00798400 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 25-7183-5 Static Uplift Testing PA 102 Feb. 1995 (2 Quik-Drive Screws, Battens) The Center for Applied Engineering, Inc. 25-7214-1 Static Uplift Testing PA 102 March, 1995 (I Quik-Drive Screw, Direct Deck) The Center for Applied Engineering, Inc. 25-7214-5 Static Uplift Testing PA 102 March, 1995 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing PA 108 (Nail-On) Aug. 1994 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Sept. 1993 The Center for Applied Engineering, Inc. Project No. 307025 Test #MDC-77 Wind Driven Rain PA 100 Oct. 1994 Atlanta Testing & Engineering, Inc. R1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries, Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4 & 5 25-7848.6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, Mg March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT I 210.02-15 TAS 112 12/17/15 MIAMIDADE COUNTY AIMIKWID NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 3 of 6 EFTA00798401 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 33 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra 'Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft) Enteqra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 MIAMI.DADE COUNTY NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 4 of 6 EFTA00798402 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Entegra Flat Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails1 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M' 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile 3M" 2-Component Foam Roof Tile Adhesive AH-160 118.94 3M 2-Component Foam Roof Tile Adhesive AH-160 40.46 4 Lame paddy placement of 45 grams of 3M' 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M' 2-Component Foam Roof Tile Adhesive AH-160 MIAMI.DADE COUNTY APPROVED NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 5 of 6 EFTA00798403 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE I- 16' 10' MIAMI-DADE COUNTY APPROVED FIELD TILE END OF THIS ACCEPTANCE NOA No. 16-0112.07 Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 6 of 6 EFTA00798404