2221 ALICIA LN. RERF20-0134 REVISION 7-14-20 tile approval numbers 5 of 5_1
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 1 of 9
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
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: Saxony 900 Concrete 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.19-0408.01 and consists of pages 1 through 9.
The submitted documentation was reviewed by Freddy Semino
RERF20-0134
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 2 of 9
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in the installation section
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Dimensions
Test
Specifications Product
Description
Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32"
TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications.
Saxony 900 -
Split Shake
Length = 17"
Width = 13"
thickness = 1-9/32"
TAS 112 Flat profile, interlocking, high-pressure extruded
concrete roof tile with two nail holes. For direct deck,
batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
1. Complete tile brushed
2. Right half brushed (shown in drawing)
3. Left half brushed
4. No brush
Saxony 900-Shake Length = 17" Width = 13" thickness = 1-9/32"
TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications.
Trim Pieces Length: varies Width: varies varying thickness
TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes.
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 3 of 9
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
The Center for Applied
Engineering, Inc.
94-084 Static Uplift Testing
TAS 101 (Mortar Set)
May 1994
94-060A Static Uplift Testing
TAS 101 (Adhesive Set)
March, 1994
25-7183-6 Static Uplift Testing TAS 102
(2 Quik-Drive Screws, Direct Deck)
Feb. 1995
25-7183-5 Static Uplift Testing TAS 102
(2 Quik-Drive Screws, Battens)
Feb. 1995
25-7214-1 Static Uplift Testing TAS 102
(1 Quik-Drive Screw, Direct Deck)
March, 1995
25-7214-5 Static Uplift Testing TAS 102
(1 Quik-Drive Screw, Battens)
March, 1995
Project No. 307025
Test #MDC-77
Wind Driven Rain
TAS 100
Oct. 1994
Redland Technologies 7161-03 Appendix II & III Wind Tunnel Testing TAS 108 (Nail-On) Dec. 1991 Letter Dated Aug. 1, 1994 Wind Tunnel Testing TAS 108 (Nail-On) Aug. 1994 P0631-01 Wind Tunnel Testing TAS 108 (Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails
Sept. 1993
Atlanta Testing & Engineering, Inc. R1.894/R2.894/R3.894 Physical Properties TAS 112
Aug. 1994 Celotex Corporation Testing Service 520109-1 520111-4 Static Uplift Testing TAS 101 Dec. 1998
520191-1 Static Uplift Testing TAS 101 March 1999 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996
Evaluation Calculations 25-7496 April 1996
Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5
25-7848-6
December 1996
Evaluation Calculations 25-7183 March 1995
Evaluation Calculations Aerodynamic Multipliers 09/01/16
Calculations Two Patty Adhesive Set System April 1999
Evaluation Calculations Restoring Moments Due to Gravity 09/01/16
American Test Lab of
South Florida
RT0617.04-16 TAS 112 06/29/16
PRI Construction Material COPO-002-02-12
COPO-002-02-06
COPO-002-02-05
TAS 101
TAS 101
TAS 101
10/12/2016
10/12/2016
10/12/2016
BORR-022-02-01 TAS 101 02/25/2019 BORR-022-02-02 TAS 101 02/25/2019 BORR-022-02-03 TAS 101 02/25/2019 BORR-022-02-04 TAS 101 02/28/2019
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 4 of 9
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 shall be performed in accordance with
TAS 106.
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 Building Code
Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein.
3.5 Mechanically attached tiles minimum slope 4/12.
3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature.
3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (l x w )
Tile Profile
Weight-W (lbf) Length-l (ft) Width-w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9 1.417 1.08
Table 2: Aerodynamic Multipliers - (ft3)
Tile Profile (ft3)
Batten Application
(ft3)
Direct Deck Application
Saxony 900 Slate, Shake & Split Shake
0.291 0.315
Table 3: Restoring Moments due to Gravity - Mg (ft-lbf)
Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater
Saxony 900
Slate &, Shake &
Split Shake
Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 5 of 9
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems
Tile Profile Fastener Type Direct Deck (min 15/32” plywood)
Direct Deck (min. 19/32” plywood)
Battens
Saxony 900
Slate, Shake & Split Shake
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 Screws 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
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-lbf)
for Two Paddy Adhesive Set Systems
Tile Profile Tile Application Minimum Attachment Resistance
Saxony 900
Slate, Shake & Split Shake
Adhesive1 31.3 2 & 3
59 4
1 See foam adhesive manufacturer’s component approval for installation requirements.
2 The Dow Chemical Company TileBond™ one-component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives Polyset® AH-160 two-component foam, minimum weight per paddy 8 grams.
4. DAP Products Touch N’ Seal Storm Bond 2 two-component foam minimum weight per paddy 8 grams.
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 6 of 9
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
ICP Adhesives Polyset® AH-160
Two-component foam
119 3
115 4 83 5
60 6
DAP Products Touch N’ Seal Storm
Bond 2 two-component foam
93 7
45 8
3 Large paddy placement of 45 grams of Polyset® AH-160.
4 Large paddy placement of 34 grams of Polyset® AH-160 5 Medium paddy placement of 24 grams of Polyset® AH-160.
6 Medium paddy placement of 18 grams of Polyset® AH-160. 7 Large paddy DAP Products Touch N’ Seal Storm Bond 2 two-component foam minimum weight per paddy 45 grams. 8 Medium paddy DAP Products Touch N’ Seal Storm Bond 2 two-component foam minimum weight per paddy 24 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Mortar Set Systems
Tile
Profile
Tile
Application
Minimum Attachment
Resistance
Saxony 900 Slate, Shake & Split Shake
Mortar Set6 43.96
9 Tile-Tite Roof Tile Mortar
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved".
OR
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT)
LOCATED UNDERNEATH TILE
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 7 of 9
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system.
PROFILE DRAWINGS
SAXONY 900 - SLATE
COVERLOCK
13 ″
17 ″
1-5/32” (Slate)
UNDERLOCK
NAIL HOLES
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 8 of 9
PROFILE DRAWINGS
Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush
SAXONY 900 - SPLIT SHAKE
17 ″ 13 ″
NAIL HOLES
1-9/32” (Shake)
NOA No.: 19-0814.01
Expiration Date: 04/26/22
Approval Date: 11/27/19
Page 9 of 9
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
17 ″
13 ″
NAIL HOLES
1-9/32” (Shake)