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JUN 21 2ois GtludeCounty
ST. Lucie county, Permitti MIAMI-DARE COUNTY
MIAMI•[blDE DUCT CONTROL SECTION
MM 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) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv
Boral Roofing, LLC
7575 Irvine Center Drive Suite 100
Irvine, CA 92618
1t)07q7,19- Daa0. 0(0
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 revises NOA No. 16-0112.07 and consists of pages 1 through 6.
The submitted documentation was reviewed by Freddy Semino 10
L APPROVED
NOA No. 19-0220.06
Expiration Date: 06/07/21
Approval Date: 04/11/19
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Bermuda Flat Concrete Roof Tile, as manufactured Boral Roofing, 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 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
Product
Applicant
Dimensions
Specifications
Description
Bermuda Flat Concrete Tile
Length = 16'
TAS 112
Flat profile, interlocking, high pressure extruded
Width = 10"
Type 3a
concrete roof tile equipped with two nail holes.
Class III
For mechanical, mortar or adhesive set
applications.
Trim Pieces
l = varies
TAS 112
Accessory trim, concrete roof pieces for use at
w = varies
hips, rakes, ridges and valley terminations.
varying thickness
Manufactured for each tile profile.
2.1 MANUFACTURING LOCATION
1. Okeechobee, FL
2.2 EVIDENCE SUBMITTED
Test Agenev
Redland Technologies
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
Test Identifier
Test Name/Report
Date
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
PA 102 & PA 102(A)
94-084
Static Uplift Testing
May 1994
PA 101 (Mortar Set)
94-060A
Static Uplift Testing
March, 1994
PA 101 (Adhesive Set)
25-7094-2
Static Uplift Testing PA 102
Oct. 1994
(4" Headlap, Nails, Direct Deck, New
Construction)
25-7094-8
Static Uplift Testing PA 102
Oct. 1994
(4" Headlap, Nails, Battens)
25-7094-5
Static Uplift Testing PA 102
Oct. 1994
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
25-7183-6
Static Uplift Testing PA 102
Feb. 1995
(2 Quik-Drive Screws, Direct Deck)
NOA No. 19-0220.06
Expiration Date: 06/07/21
Approval Date: 04/11/19
Page 2 of 6
2.2 EVIDENCE SUBMITTED
Test Aeencv
Test Identifier
Test Name/Report
Date
The Center for Applied Engineering,
25-7183-5
Static Uplift Testing
Feb. 1995
Inc.
PA 102
(2 Quik-Drive Screws, Battens)
The Center for Applied Engineering,
25-7214-1
Static Uplift Testing
March, 1995
Inc.
PA 102
(1 Quik-Drive Screw, Direct Deck)
The Center for Applied Engineering,
25-7214-5
Static Uplift Testing
March, 1995
Inc.
PA 102
(l 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,
Wind Tunnel Testing
Aug. 1994
1994
PA 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
PA 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of screw
Sept. 1993
vs. smooth shank nails
The Center for Applied Engineering,
Project No. 307025
Wind Driven Rain
Oct. 1994
Inc.
Test #MDC-77
PA 100
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, Ms
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
RT1210.02-15
TAS 112
12/17/15
RT0807.04-18
TAS 112
08/27/18
NOA No. 19-0220.06
Expiration Date: 06/07/21
Approval Date: 04/11/19
Page 3 of 6
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 be
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.
3.5 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 Boral Bermuda '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.)
Bermuda Flat Tile
9.7
1.33
.833
Table 2: Aerodynamic Multipliers - A, (ft3)
Tile
Profile
X (ft3)
Batten Application
x (w)
Direct Deck Application
Bermuda Flat Tile
0.189
0.205
Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf)
Tile
Profile
3":12"
4":12"
5":12"
6":12"
Greater than
7":12"
Bermuda 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
1 6.35
NOA No. 19-0220.06
Expiration Date: 06/07/21
Approval Date: 04/11/19
Page 4 of 6
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
Bermuda
2-10d Ring Shank Nails
30.9
38.1
17.2
Flat Tile
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 Nails' 50.3 65.5 48.3
1 Installation with a 4" the headlap and fasterners are located a min. of 2%" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment Resistance
Bermuda 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.
3W 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Bermuda Flat
3W 2-Component Foam Roof Tile Adhesive AH-160
118.94
Tile
3W 2-Component Foam Roof Tile Adhesive AH-160
40.45
4 Large paddy
placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
5 Medium paddy placement of 24 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
NOA No. 19-0220.06
Expiration Date: 06/07/21
Approval Date: 04/11/19
Page 5 of 6
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".
Bermuda Flat Concrete 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
Bermuda "FLAT" CONCRETE ROOF TILE
10'
16'
FIELD TILE
16' -j
\11/ THICK BUTT TILE
END OF THIS ACCEPTANCE
NOA No. 19-0220.06
Expiration Date: 06/07/21
Approval Date: 04/11/19
Page 6 of 6