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PRODUCT CONTROL SECTION
:PARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
)ARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
OTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
I Roofing, LLC
Irvine Center Drive, Suite 100
e, CA 92618
COPE:
his NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
)cumentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
;ed in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
his 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. m
This NOA renews NOA No. 13-0723.05 and consists of pages 1 through 8. 10 a� SO
The submitted documentation was reviewed by Alex Tigera. FILECOPY
•DADE COUNTY
NOA No.: 16-0711.05
MIAMI'
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 1 of 8
ASSEMBLY APPROVAL
Roofing
Roofing Tiles
Concrete
Wood
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.
PRODUCT DESCRIPTION
nufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
ny 900-Slate
Length = 17"
TAS 112
Flat profile, interlocking, high-pressure extruded
Width = 13"
concrete roof tile with two nail holes. For direct deck,
thickness = 1-5/32"
batten, mortar set or adhesive set applications.
ny 900
Length = 17"
TAS 112
Flat profile, interlocking, high-pressure extruded
Shake
Width = '13"
concrete roof tile with two nail holes. For direct deck,
thickness = 1-9/32"
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
ny 900-Shake
Length = 17"
TAS 112
Flat profile, interlocking, high-pressure extruded
Width = 13"
concrete roof tile with two nail holes. For direct deck,
thickness = 1-9/32"
batten, mortar set or adhesive set applications.
Pieces
Length: varies
TAS-112
Accessory trim, boosted Barcelona, concrete roof
Width: varies
pieces for use at hips, ridges and rakes.
varying thickness
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 2 of 8
1 MANUFACTURING LOCATION
Lake Wales, FL
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied
94-084
Static Uplift Testing
May 1994
neering, Inc.
TAS 101 (Mortar Set)
Center for Applied
94-060A
Static Uplift Testing
March, 1994
neering, Inc.
TAS 101 (Adhesive Set)
Center for Applied
25-7183-6
Static Uplift Testing TAS 102
Feb. 1995
neering, Inc.
(2 Quik-Drive Screws, Direct Deck)
Center for Applied
25-7183-5
Static Uplift Testing TAS 102
Feb. 1995
neering, Inc.
(2 Quik-Drive Screws, Battens)
Center for Applied
25-7214-1
Static Uplift Testing TAS 102
March, 1995
.neering, Inc.
(1 Quik-Drive Screw, Direct Deck)
Center for Applied
25-7214-5
Static Uplift Testing TAS 102
March, 1995
.neering, Inc.
(1 Quik-Drive Screw, Battens)
Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
neering. Inc.
Test #MDC-77
TAS 100
edland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II &III
TAS 108 (Nail -On)
edland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
edland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
edland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
tlanta Testing &
R1.894/R2.894/R3.894
Physical Properties
Aug. 1994
ngineering, Inc.
TAS 112
elotex Corporation
520109-1
Static Uplift Testing
Dec. 1998
esting Service
520111-4
TAS 101
elotex Corporation
520191-1
Static Uplift Testing
March 1999
estina Service
TAS 101
alker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
alker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
alker Engineering, Inc.
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
December 1996
25-7848-6
alker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
alker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
alker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
April 1999
alker Engineering, Inc.
Evaluation Calculations
Restoring Moments Due to Gravity
09/01/16
nerican Test Lab of
RT0617.04-16
TAS 112
06/29/16
,uth Florida
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 3 of 8
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 Roofmg 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
the applicable Building Code.
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 (I x w )
Tile Profile
Weight-W (Ibf)
Length-1 (ft)
Width-w (ft)
Slate,
xony 900
Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
A, (ft3)
2, (ft3)
Profile
Batten Application
Direct Deck Application
axony 900
0.291
0.315
late, Shake & Split Shake
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Saxony
900
late, Shake &
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
lit Shake
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Fastened Systems
Tile
11 Profile
I'
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
S
xony 900
2=10d Ring Shank Nails
30.9
38.1
17.2
Si
ate, Shake & Split
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Sf
ake
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
xony 900 Slate, Shake & Split Shake
Adhesive'
31.3z & 3
1 Ii
See foam adhesive manufacturer's component approval for installation requirements.
211
3
The Dow Chemical Company TileBond'T' one -component foam minimum weight per paddy 13.9 grams.
ICP Adhesives Polyset@ AH-160 two -component foam, minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
S
xony 900 Slate, Shake & Split Shake
ICP Adhesives Polyset® AH-160
Two -component foam
118.94
40.45
311
Large paddy placement of 45 grams of Polyset®
AH-160.
4'
Medium paddy placement of 24 grams of Polyset® AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
f
Tile
Profile
Tile
Application
Minimum Attachment
Resistance
axony 900 Slate, Shake & Split Shake
Mortar Seth
43.96
Tile-Tite Roof Tile Mortar
• NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
"'%
. 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".
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT)
LOCATED UNDERNEATH TILE
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.
HOLES
V
PROFILE DRAWINGS
UNDERLOCK
I
SAXONY 900 - SLATE
5/32" (Slate)
COVERLOCK
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 6 of 8
PROFILE DRAWINGS
NAIL 10LES
w l'��
ote: 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
1-9/32" (Shake)
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
NAIL HOLES
rR
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
1-9/32" (Shake)
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8