HomeMy WebLinkAboutAPPROVED BoralVilla900PAMIAMI•DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE
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.gov/economv
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: Boral Villa 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.16-0711.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Sendno 0
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake
Wales, FL and described in Section 2 of 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 section 4 herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Boral Roofing Villa 900
Length= 17"
TAS 112
Low profile, interlocking, high pressure extruded
Width = 13"
Type lb
concrete roof the equipped with three nail holes
Y? thick
Class III
and double rolls. For direct deck, batten, mortar
or adhesive set applications.
Trim Pieces
1= varies
TAS 112
Accessory trim, concrete roof pieces for use at
w = varies
ridges, hips and rakes.
varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polyseto AH-160
TILE BOND'' Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tile adhesive.
Premixed, pre -bagged roof tile
mortar.
DAP Foam Touch N Seal Two component polyurethane
StormBond05 2 Roof Tile Adhesive foam adhesive.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
MIAMFDADE COUNTY
.... I
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
Bermuda Roof Co. Inc.
The Dow Chemical Company
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 2 of 7
09M DoU . I: ul W R
Test Agency
Test Identifier
Test NameMwort
Date
Nutting Engineers
13343.1
TAS 112
Apr. 2006
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II
TAS 108 (Nail -On)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
The Center for Applied
94-060B
Static Uplift Testing
March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
TAS 108 (Mortar Set)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
TAS 108 (Nail -On)
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC-76
TAS 100
The Center for Applied
25-7183-1
Static Uplift Testing
Feb. 1995
Engineering, Inc.
25-7183-2
TAS 102
(2 Quik-Drive Screws, Direct Deck)
The Center for Applied
25-7214-2
Static Uplift Testing
March, 1995
Engineering, Inc.
25-7214-6
TAS 102
(1 Quik-Drive Screw, Direct Deck)
(1 Quik-Drive Screw, Battens)
Celotex Corporation
528454-2-1
Static Uplift Testing
Sep. 1998
Testing Services
520109-2
TAS 101
Dec. 1998
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
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
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
09/01/16
Walker Engineering, Inc.
Evaluation Calculations
Two Patty Adhesive Set System
April 1999
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moment Due to Gravity
09/01/16
American Test Lab of South
RT0617.02-16
TAS 112
06/29/16
Florida
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 3 of 7
2.3 EVIDENCE SUBMITTED
Test Agency
PRI Construction Materials
Technologies
PRI Construction Materials
Technologies
PRI Construction Materials
Technologies
3. LIMITATIONS:
Test Identifier
Test Name/Report
Date
COPO-002-02-11
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
COPO-002-02-04
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
COPO-002-02-03
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
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 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 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 119, 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 -I (ft)
Width-w (ft)
Villa 900 Concrete Tile
10.90
1.42
1.08
Table 2: Aerodynamic Multipliers - 2, (W)
Tile
Profile
A (ft")
Batten Application
X (ft)
Direct Deck Application
Villa 900 Concrete Tile
0.291
0.315
Table 3: Restoring Moments due to Gravity - Ma (ft: Ibf.)
Tile
Profile
2":12"
I
3":12"
4":12"
5":12"
6":12"
7":12" or
grester
Villa 900
Concrete Tile
Direct
Deck
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.70
7.62
6.56
7.50
6.42
7.34
6.26
7.15
6.08
6.95
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Fastened Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32" plywood)
(min. 19/32" plywood)
Villa 900
2-10d Ring Shank Nails
27.8
37.4
28.8
Concrete Tile
1-10d Smooth or Screw
8.8
11.8
4.1
Shank Nail
2-10d Smooth or Screw
16.4
21.9
7.1
Shank Nails
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw
24.3
24.3
24.2
Shank Nail Field Clip)
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Paddy Adhesive' Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Villa 900 Concrete Tile
The Dow Chemical Company TileBond
26.12
ICP Adhesives Polyset® AA-160 two-
26.13
component foam
DAP Foam Touch N Seal StormBond ® 2 Roof
554
Tile Adhesive two -component foam
t See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams.
3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams.
4 DAP Foam Touch N Seal StormBond ®2 Roof Tile Adhesive, average weight per paddy 8 grams, two component
foam.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Paddy Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
I
Resistance
Villa 900 Concrete Tile ICP Adhesives Polyset® AH-160 two -component foam
86.615
ICP Adhesives Polyset® AH-160 two -component foam
45.5 6
DAP Foam Touch N Seal StormBond ®2 Roof Tile
407
Adhesive
DAP Foam Touch N Seal StormBond ®2 Roof Tile
708
Adhesive
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 5 of 7
5 Large paddy placement
of minimum 54 grams.
6 Medium paddy
placement of minimum 24 grams.
7 Medium paddy
placement of minimum 30 grams.
8 Large paddy placement
of minimum 60 grams.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Villa 900 Concrete Tile
Mortar Sets
20.60
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".
LABEL FOR BORAL VILLA 900 CONCRETE TILE
(LOCATED ON THE UNDERSIDE OF 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 Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 6 of 7
r
PROFILE DRAWING
VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
13"
NOA No.: 18-0509.16
MIAM14=ECOUN7Y
... , 1 Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 7 of