HomeMy WebLinkAboutNOA - CONCRETE ROOF TILEMIAMI•DADE
MIANII-DARE COUNTY
M
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 Ve ity Hurric Zone of th rida Building Code.
DESCRIPTIO Saxony 900 Concrete Roof T'
11-1
LABELING: Each nit shad ear a pe ent 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.19-0814.01 and consists of pages I through 12.
The submitted documentation was reviewed by Freddy Semino
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 1 of 12
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
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.: 21-0107.02
MIAMI.DADE COUNTYM Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 2 of 12
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Descriution
ICP Adhesives Polysee AH-160 Two component polyurethane
foam adhesive.
TILE BONDTM Roof Tile Adhesive Single component polyurethane
foam roof tile adhesive.
"Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile
mortar.
Touch `N Seal StormBond® 2 Two- Two component polyurethane
Component Polyurethane Roof Tile foam adhesive.
Adhesive
2.2MANUFACTURING LOCATION
2.2.1 Lake Wales, FL
2.1 EVIDENCE SUBMITTED:
Test Agency Test Identifier
The Center for 94-084
Applied Engineering,
Inc.
Redland
Technologies
94-060A
25-7183-6
25-7183-5
25-7214-1
25-7214-5
Project No. 307025
Test #MDC-77
7161-03
Appendix II & III
Letter Dated Aug. 1, 1994
P0631-01
P0402
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
DuPont de Nemours, Inc.
Bermuda Roof Co. Inc.
DAP Foam, Inc.
Test Name/Report Date
Static Uplift Testing May 1994
TAS 101 (Mortar Set)
Static Uplift Testing
March, 1994
TAS 101 (Adhesive Set)
Static Uplift Testing TAS 102
Feb. 1995
(2 Quik-Drive Screws, Direct Deck)
Static Uplift Testing TAS 102
Feb. 1995
(2 Quik-Drive Screws, Battens)
Static Uplift Testing TAS 102
March, 1995
(1 Quik-Drive Screw, Direct Deck)
Static Uplift Testing TAS 102
March, 1995
(1 Quik-Drive Screw, Battens)
Wind Driven Rain
Oct. 1994
TAS 100
Wind Tunnel Testing
Dec. 1991
TAS 108 (Nail -On)
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
NOA No.: 21-0107.02
MIAMI•I ADE COUNTY Expiration Date: 04/26/22
+ Approval Date: 03/04/21
Page 3 of 12
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
520191-1
Static Uplift Testing
March 1999
TAS 101
Walker Engineering,
Evaluation Calculations
25-7094
February 1996
Inc.
Evaluation Calculations
25-7496
April 1996
Evaluation Calculations
25-7584/25-7804b-8/25-7804-4 & 5
December 1996
25-7848-6
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
RT0617.04-16
TAS 112
06/29/16
South Florida
PRI Construction
COPO-002-02-12
TAS 101
10/12/2016
Material
COPO-002-02-06
TAS 101
10/12/2016
COPO-002-02-05
TAS 101
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
NEMO ETC, LLC
4c-DPBS-20-LSOTM-0l.C.R1
TAS 101
12/17/20
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.
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 4 of 12
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 )
ile Profile
Weight-W (lbf)
Length-1(ft)
Width-w (ft)
x y 00
SI e, a e S lit Shake
10.9
1.417
1. 18
Table 2: Aerodynamic Multipliers - A. (ft)
Tile
(ft3)
(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
2"•12"
3":12"
4":12"
5":12"
6"•12"
7":12" or
Profile
greater
Saxony 900
Direct Deck
Direct Deck
Battens
Direct
Battens
Direct
Battens
Direct
Battens
I Direct
Slate &, Shake &
Deck
1 Deck
Deck
Deck
_Slit Shake
7.70
7.62
6.61
7.50
6.48
7.34
6.31
7.16
6.13
6.95
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
2-10d Ring Shank Nails
30.9
38.1
17.2
Slate, Shake &
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
Split 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
Cli
31.9
31.9
32.2
NOA No.: 21-0107.02
MIAMI.DADE COUNTY Expiration Date: 04/26/22
�lrjums'rjg Approval Date: 03/04/21
Page 5 of 12
G
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-lbf)
for Two Paddy Adhesive' Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Saxony 900
DuPont de Nemours, Inc.
Slate, Shake $ Split Shake
TILE BONDTm Roof Tile Adhesive
632
TILE BONDTm Roof Tile Adhesive
655
ICP Adhesives and Sealants, Inc.
31.33
ICP Adhesives Pol set® AH-160
DAP Foam, Inc.Touch 'N Seal
594
StormBond ®2 Two -Component
Polyurethane Roof Tile Adhesive
1 See foam adhesive manufacturer's component approval for installation requirements.
2 Dupont de Nemours, Inc TILE BONDTm Roof Tile Adhesive one -component foam minimum weight per paddy 8
grams.
3. ICP Adhesives and Sealants Inc, ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy
8 grams.
4. DAP Foam, Inc. Touch 'N Seal StormBond® 2 Two -Component Polyurethane Roof Tile Adhesive two -component
foam minimum weight per paddy 8 grams.
5. Dupont de Nemours, Inc. TILE BONDT1 Roof Tile Adhesive one -component foam; Average weight per patty 16
rams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
CSaxonZy900 Split Shake
ICP Adhesives and Sealants, Inc.
Polyset® AH-160
1196
1157
838
609
DAP Foam, Inc.Touch 'N Seal Storm
Bond® 2 Two -Component Polyurethane
Roof Tile Adhesive
9310
6211
5
See Table 5
6
Large paddy placement of 45 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam.
7
Large paddy placement of 34 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam.
8
Medium add lacement of 24 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam.
9
Medium paddy placement of 18 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam.
10
Large paddy DAP Foam, Inc Touch 'N Seal StormBond® 2 Two -Component Polyurethane Roof Tile Adhesive two -
component foam minimum weight per paddy 45 grams.
11
Medium paddy DAP Foam, Inc.Touch 'N Seal StormBond° 2 Two -Component Polyurethane Roof Tile Adhesive two -
component foam minimum weight per paddy 24 grams.
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 6 of 12
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft: Ibf)
for Mortar Set Systems
Tile
Tile
Minimum Attachment
Profile
Application
Resistance
Saxony 900
Mortar Set12
43.9
Slate, Shake & Split Shake
12 Bermuda Roof Co. Inc. Tile -rite 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".
O
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.
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 7 of 12
PROFILE DRAWINGS
NAIL HOLES
UNDERLOCK
SAXONY 900 - SLATE
MIAMI-DADE COUN
... 9 -
5/32" (Slate)
COVERLOCK
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 8 of 12
Note:
5.
6.
7.
8.
PROFILE DRAWINGS
Available Top Surface Finishes
Complete tile brushed
Right half brushed (shown in drawing)
Left half brushed
No brush
SAXONY 900 - SPLIT SHAKE
1-9/32" (Shake)
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 9 of 12
PROFILE DRAWINGS
NAIL HOLES
u
SAXONY 900- SHADE
MIAMI*DADE COUNTY
1-9/32"(Shake)
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 10 of 12
set
Intedepemdent: Two (2) beads/paddys;
Attahment, minimum 1-in, x I -in. x
I"mum contad area of 16 # in2 each
SET IA
Paddy
Minimum Attachment
Type Placement in. Tile Contact Characteristic Resistance Cxpresse4
--I-Area, ins per Tile Resistance Force, lbf as Moment, ft-lbf
Attachment: Two (2) beads/paddys,
Interdependent I
minimum I -in. x 1-in, x 8-in. 32 57 63
IAdherve Rates. a gram/paddy I I I
NOA No.: 21-0107.02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 11 of 12
Tile
Allaterial
Paddy
Minimum
Profile
Prodact
Type
pl.
F cement
Min Tile Contact
Characteristic
Area, in2per Tile
Resistance Force,
Attachment: Two (2) beads/paddys,
Independent minimum 2-in, x 2-in, x 4-in., starting
Y' back from head of underlying tile
Adhesive Rates. 16gram/paddy
APPROVED
16
END OF THIS ACCEPTANCE
I Attachment
Resistance Expressed
,bf
as a Moment, ft4lif
65
NOA No.: 21-0107-02
Expiration Date: 04/26/22
Approval Date: 03/04/21
Page 12 of 12