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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
FL601-1113
Affirmation
2017
Approved
QA expired for sub products 1, 3,4,5,6,8,9,10, 12, and 14.
Boral Roofing
7575 Irvine Center Drive
Suite 100
Irvine, CA 92618
(801)380-6091
RobinAnderson@boral.com
Thomas Jemmett
thomas.jemmett@boral.com
Adrian Cooper
135 NW 20th Street
Boca Raton, FL 33431
(954)520-5461
acoopeer@minierlifetile.com
Thomas B. Jemmett
7575 Irvine Center Drive
Irvine, CA 92618
(602)515-6933
BoralRoofingUSAQuality@boral.com
Roofing
Roofing Tiles
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
TAS 101
TAS 102
TAS 102 (A)
TAS 112
Equivalence of Product Standards
Certified By
hftps://www.floridabui Id i ng.org/pr/pr_app_dti.aspx? param=wG EVXQwtDgsW 8sQOzUoOU7%2fVx8e2uOu kC47u EvVpCkM %3d
Year
1995
1995
1995
1995
1/5
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Florida Building Code Online
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option A
Date Submitted 10/03/2017
Date Validated 10/03/2017
Date Pending FBC Approval
Date Approved 10/08/2017
Summary of Products
FL #
Model, Number or Name I Description
1601.1 Atlantis - Shake & Slate Flat Profile - Pompano Beach
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC 12090409.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 12/16/2017
Design Pressure: N/A i Installation Instructions
Other: FL601 R13 II 12090409.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.2
Barcelona 900
High Profile - Lake Wales
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC 16-0711.01.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
04/26/2022
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II 16-0711.01.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.3
Capri Low Profile - Lake Wales
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC 12090407 Capri.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 12/16/2017
Design Pressure: N/A Installation Instructions
Other: FL601 R13 II 12090407 Capri.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.4
Cedarlite 600
Flat Profile - Stockton
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC 15060106 Cedarlite 600.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
12/16/2017
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II 15060106 Cedarlite 600.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.5 Espana High Profile - Lake Wales
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC 12090405 Espana.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
hftps://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgsW8sQOzUoOU7%2fVx8e2uOu kC47u EvVpCkM%3d
2/5
12/15/2020
Florida Building Code Online
Impact Resistant: N/A 12/16/2017
Design Pressure: N/A Installation Instructions
Other: FL601 R13 II 12090405 Espana.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.6
Madera 700 Flat Profile - Stockton
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC 15060105 Madera 700.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 12/06/2017
Design Pressure: N/A I Installation Instructions
Other: i FL601 R13 II 15060105 Madera 700.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.7
Madera 900 Flat Profile - Stockton
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC 15060107.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 09/15/2019
Design Pressure: N/A Installation Instructions
Other: FL601 R13 II 15060107.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.8
Saxony -Shake, Slate, Split Shake
Flat Profile - Lake Wales
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC 12090412 Saxony_pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
12/16/2017
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II 12090412 Saxony_pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.9 Saxony 600 - Shake, Slate & Split Flat Profile - Stockton
Shake
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC 12090404 Saxony600.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 12/06/2017
Design Pressure: N/A Installation Instructions
Other: FL601 R13 II 12090404 Saxony600.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.10
Saxony 700 - Shake, Slate & Split
Flat Profile - Stockton
Shake
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC 12090403 Saxony 700.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
12/06/2017
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II 12090403 Saxony700.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.11/ 0 ,\ Saxony 900 - Shake, Slate, Split Flat Profile - Lake Wales
Shake
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes i FL601 R13 C CAC NOA 16-0711.05.pdf
hftps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsW8sQOzUoOU7%2fVx8e2uOukC47uEvVpCkM%3d 3/5
12/15/2020
Florida Building Code Online
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 04/26/2022
Design Pressure: N/A Installation Instructions
Other: FL601 R13 II NOA 16-0711.05.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.12
Spanish "S.'
High Profile - Pompano Beach
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC 12090408 Spanish S.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
01/02/2018
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II 12090408 Spanish S.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.13 Spanish "S" Nuevo High Profile - Lake Wales
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL601 R13 C CAC NOA 14-0408.06.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 05/20/2019
Design Pressure: N/A Installation Instructions
Other: FL601 R13 II NOA 14-0408.06.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.14
Vanguard Roll
Low Profile - Pompano Beach
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC 12090406 Vanguard Roll.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
12/16/2017
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II 12090406 Vanguard Roll.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
601.15
Villa 900
Low Profile - Lake Wales
--------------
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL601 R13 C CAC NOA 16-0711.04.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
09/21/2021
Design Pressure: N/A
Installation Instructions
Other:
FL601 R13 II NOA 16-0711.04.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back k
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
® eC neck
https://www.floddabui Id ing.org/prlpr_app_dti.aspx? param=wG EVXQwtDgsW8sQOzUoO U7%2fVx8e2uOu kC47u EvV pCkM %3d
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C44hTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economy
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 renews NOA No.13-0723.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Categorv:
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
Test
Product
Applicant
Dimensions
Specifications
Description
Saxony 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.
Saxony 900
Length = 17"
TAS 112
Flat profile, interlocking, high-pressure extruded
Split 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
Saxony 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.
Trim 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
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test A2ency
Test Identifier
Test Name/Report
Date
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied
94-060A
Static Uplift Testing
March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
25-7183-6
Static Uplift Testing TAS 102
Feb. 1995
Engineering, Inc.
(2 Quik-Drive Screws, Direct Deck)
The Center for Applied
25-7183-5
Static Uplift Testing TAS 102
Feb. 1995
Engineering, Inc.
(2 Quik-Drive Screws, Battens)
The Center for Applied
25-7214-1
Static Uplift Testing TAS 102
March, 1995
Engineering, Inc.
(1 Quik-Drive Screw, Direct Deck)
The Center for Applied
25-7214-5
Static Uplift Testing TAS 102
March, 1995
Engineering, Inc.
(1 Quik-Drive Screw, Battens)
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC-77
TAS 100
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II & III
TAS 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
Atlanta Testing &
R1.894/R2.894/R3.894
Physical Properties
Aug. 1994
Engineering, Inc.
TAS 112
Celotex Corporation
520109-1
Static Uplift Testing
Dec. 1998
Testing Service
520111-4
TAS 101
Celotex Corporation
520191-1
Static Uplift Testing
March 1999
Testing Service
TAS 101
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
December 1996
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
April 1999
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moments Due to Gravity
09/01/16
American Test Lab of
RT0617.04-16
TAS 112
06/29/16
South Florida
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 3 of 8
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 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.
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 (I x w )
Tile Profile
Weight-W (Ibf)
Length-1 (ft)
Width-w (ft)
Saxony 900
Slate, Shake & Split Shake
10.9
1.417
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
)L (ft3)
X (ft3)
Profile
Batten Application
Direct Deck Application
Saxony 900
0.291
0.315
Slate, 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
Slate, Shake &
Direct Deck
Direct Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Split Shake
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
APPROVED
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
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19132"
plywood)
Battens
Saxony 900
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake & Split
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Shake
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
Adhesive'
31.32 & 3
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBondTM one -component foam minimum weight per paddy 13.9 grams.
3 ICP Adhesives Polyset0 RTA-1, one -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
Saxony 900 Slate, Shake & Split Shake
ICP Adhesives PolysetO AH-160
Two -component foam
118.94
40.45
4 Large paddy placement of 45 grams of Polysete AH-160.
5 Medium paddy placement of 24 grams of Polyset0 AH-160.
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 Seth
43.96
6 Tile -rite Roof Tile Mortar
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
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".
LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT)
LOCATED UNDERNEATH TILE
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.
NAIL HOLES
r
PROFILE DRAWINGS
UNDERLOCK
I
SAXONY 900 - SLATE
5/32" (Slate)
COVERLOCK
NOA No.: 16-0711.05
CMIAMIMADE=COUNTY Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 6 of 8
NAIL HOLES
PROFILE DRAWINGS
cm
\� `� "'►..= ,� 1-9/32" (Shake)
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
NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
NAIL, HOLES
u
PROFILE DRAWINGS
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
1-9/32" (Shake)
7
NOA No.: 16-0711.05
MIAMI•DADE COUNTY Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8