HomeMy WebLinkAboutNOA, Boral Villa 900
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 1 of 7
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: 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 Semino
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 2 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
Applicant
Dimensions
Test
Specifications
Product
Description
Boral Roofing Villa 900 Length = 17"
Width = 13"
½" thick
TAS 112
Type 1b
Class III
Low profile, interlocking, high pressure extruded
concrete roof tile equipped with three nail holes
and double rolls. For direct deck, batten, mortar
or adhesive set applications.
Trim Pieces l = varies
w = varies
varying thickness
TAS 112 Accessory trim, concrete roof pieces for use at
ridges, hips and rakes.
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name Product Description Manufacturer
(With Current NOA)
ICP Adhesives Polyset® AH-160
Two component polyurethane
foam adhesive.
ICP Adhesives and Sealants, Inc.
TILE BONDTM Roof Tile Adhesive Single component polyurethane
foam roof tile adhesive.
The Dow Chemical Company
“Tile Tite” Roof Tile Mortar Premixed, pre-bagged roof tile
mortar.
Bermuda Roof Co. Inc.
DAP Foam Touch N Seal
StormBond® 2 Roof Tile Adhesive
Two component polyurethane
foam adhesive.
The Dow Chemical Company
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
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
Test Identifier Test Name/Report Date
Nutting Engineers
13343.1 TAS 112 Apr. 2006
Redland Technologies
7161-03
Appendix III
Static Uplift Testing
TAS 102 & TAS 102(A)
Dec. 1991
Redland Technologies
7161-03
Appendix II
Wind Tunnel Testing
TAS 108 (Nail-On)
Dec. 1991
Redland Technologies
P0402 Withdrawal Resistance Testing of
screw vs. smooth shank nails
Sept. 1993
The Center for Applied
Engineering, Inc.
94-060B Static Uplift Testing
TAS 101 (Adhesive Set)
March, 1994
The Center for Applied
Engineering, Inc.
94-084 Static Uplift Testing
TAS 101 (Mortar Set)
May 1994
Redland Technologies
P0631-01 Wind Tunnel Testing
TAS 108 (Mortar Set)
July 1994
Redland Technologies
Letter Dated Aug. 1, 1994 Wind Tunnel Testing
TAS 108 (Nail-On)
Aug. 1994
The Center for Applied
Engineering, Inc.
Project No. 307025
Test #MDC-76
Wind Driven Rain
TAS 100
Oct. 1994
The Center for Applied
Engineering, Inc.
25-7183-1
25-7183-2
Static Uplift Testing
TAS 102
(2 Quik-Drive Screws, Direct Deck)
Feb. 1995
The Center for Applied
Engineering, Inc.
25-7214-2
25-7214-6
Static Uplift Testing
TAS 102
(1 Quik-Drive Screw, Direct Deck)
(1 Quik-Drive Screw, Battens)
March, 1995
Celotex Corporation
Testing Services
528454-2-1
520109-2
Static Uplift Testing
TAS 101
Sep. 1998
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
25-7804b-8
25-7804-4 & 5
25-7848-6
December 1996
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
Florida
RT0617.02-16 TAS 112 06/29/16
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 4 of 7
2.3 EVIDENCE SUBMITTED
Test Agency
Test Identifier Test Name/Report Date
PRI Construction Materials
Technologies
COPO-002-02-11 Static Uplift Testing
TAS 101 (Adhesive Set)
10/12/2016
PRI Construction Materials
Technologies
COPO-002-02-04 Static Uplift Testing
TAS 101 (Adhesive Set)
10/12/2016
PRI Construction Materials
Technologies
COPO-002-02-03 Static Uplift Testing
TAS 101 (Adhesive Set)
10/12/2016
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 underlayment shall be in compliance with the applicable Roofing Applications St andards 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 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)
Villa 900 Concrete Tile 10.90 1.42 1.08
Table 2: Aerodynamic Multipliers - (ft3)
Tile
Profile
(ft3)
Batten Application
(ft3)
Direct Deck Application
Villa 900 Concrete Tile 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
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 5 of 7
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
Villa 900
Concrete Tile
2-10d Ring Shank Nails 27.8 37.4 28.8
1-10d Smooth or Screw
Shank Nail
8.8 11.8 4.1
2-10d Smooth or Screw
Shank Nails
16.4 21.9 7.1
1 #8 Screw 25.8 25.8 22.9
2 #8 Screw 47.1 47.1 49.1
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 Adhesive1 Set Systems
Tile
Profile
Tile Application Minimum Attachment
Resistance
Villa 900 Concrete Tile The Dow Chemical Company TileBond 26.12
ICP Adhesives Polyset® AH-160 two-
component foam
26.13
DAP Foam Touch N Seal StormBond ® 2 Roof
Tile Adhesive two-component foam
55 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 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-lbf)
for Single Paddy Adhesive Set Systems
Tile
Profile
Tile Application Minimum Attachment
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
Adhesive
40 7
DAP Foam Touch N Seal StormBond ® 2 Roof Tile
Adhesive
70 8
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 6 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 Set6 20.60
6 Tile-Tite Roof Tile Mortar.
5. LABELING
5.1 All tiles shall bear the imprint or identifia ble 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 7 of 7
PROFILE DRAWING
VILLA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE