PERMIT DOCUMENTS
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
S COPE:
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.
D ESCRIPTION: Boral Villa 900 Concrete Roof Tile
L ABELING: 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.
R ENEWAL 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.
T ERMINATION 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.
A DVERTISEMENT: 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.
I NSPECTION: 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.
ThisNOA 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 1 of 7
R OOFING A SSEMBLY A PPROVAL
Roofing
Category:
Roofing Tiles
Sub Category:
Concrete
Material:
1.S COPE
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.P RODUCT D ESCRIPTION
Manufactured by Test Product
Applicant Dimensions Specifications Description
Length = 17" TAS 112 Low profile, interlocking, high pressure extruded
Boral Roofing Villa 900
Width = 13" Type 1b concrete roof tile equipped with three nail holes
½" thick Class III and double rolls. For direct deck, batten, mortar
or adhesive set applications.
Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for use at
w = varies ridges, hips and rakes.
varying thickness
2.1 P RODUCTS M ANUFACTURED B Y O THERS
Product Name Product Description Manufacturer
(With Current NOA)
®
Two component polyurethane ICP Adhesives and Sealants, Inc.
ICP Adhesives Polyset AH-160
foam adhesive.
TM
TILE BOND Roof Tile Adhesive Single component polyurethane The Dow Chemical Company
foam roof tile adhesive.
Premixed, pre-bagged roof tile Bermuda Roof Co. Inc.
mortar.
DAP Foam Touch N Seal Two component polyurethane The Dow Chemical Company
®
foam adhesive.
StormBond2 Roof Tile Adhesive
2.2 M ANUFACTURING L OCATION
Lake Wales, FL
2.2.1.
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 2 of 7
2.3 E VIDENCE S UBMITTED
Test Agency Test Identifier Test Name/Report 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 E VIDENCE S UBMITTED
Test Agency Test Identifier Test Name/Report Date
PRI Construction Materials COPO-002-02-11 Static Uplift Testing 10/12/2016
Technologies TAS 101 (Adhesive Set)
PRI Construction Materials COPO-002-02-04 Static Uplift Testing 10/12/2016
Technologies TAS 101 (Adhesive Set)
PRI Construction Materials COPO-002-02-03 Static Uplift Testing 10/12/2016
Technologies TAS 101 (Adhesive Set)
3. L IMITATIONS:
Fire classification is not part of this acceptance.
3.1
For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS
3.2
106.
Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in
3.3
Office for review.
Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
3.4
section 4.1 herein.
30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
3.5
otherwise by the underlayment material manufacturers published literature.
This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
3.6
applicable building code.
4. I NSTALLATION
Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
4.1
Application Standard RAS 118, RAS 119, and RAS 120.
Data For Attachment Calculations
4.2
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
3
Table 2: Aerodynamic Multipliers - (ft)
33
Tile
(ft) (ft)
Profile
Batten Application Direct Deck Application
Villa 900 Concrete Tile 0.291 0.315
Table 3: Restoring Moments due to Gravity - M (ft.-lbf.)
g
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or
Profile greater
Villa 900 Direct Direct Battens Direct Battens Direct Battens Direct Battens Direct
Concrete Tile Deck Deck Deck Deck Deck 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 - M (ft-lbf)
f
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 M (ft-lbf)
f
1
for Two Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
2
Villa 900 Concrete Tile The Dow Chemical Company TileBond 26.1
3
26.1
ICP Adhesives Polyset AH-160 two-
component foam
® 4
DAP Foam Touch N Seal StormBond 2 Roof 55
Tile Adhesive two-component foam
1 See foam adhesive manufactures 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 - M (ft-lbf)
f
for Single Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
5
ICP Adhesives Polyset AH-160 two-component foam
Villa 900 Concrete Tile 86.61
6
ICP Adhesives Polyset AH-160 two-component foam
45.5
® 7
DAP Foam Touch N Seal StormBond 2 Roof Tile
40
Adhesive
® 8
DAP Foam Touch N Seal StormBond 2 Roof Tile
70
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 - M(ft-lbf)
f
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
6
Villa 900 Concrete Tile Mortar Set 20.60
6Tile-Tite Roof Tile Mortar.
5. L ABELING
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".
L ABEL FOR B ORAL V ILLA 900 C ONCRETE T ILE
(L OCATED ON THE UNDERSIDE OF TILE)
6. B UILDING P ERMIT R EQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
6.1
This Notice of Acceptance.
6.1.1
Any other documents required by Building Official or Applicable building code in order to properly
6.1.2
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
P ROFILE D RAWING
V ILLA 900 C ONCRETE R OOF T ILE
END OF THIS ACCEPTANCE
NOA No.: 18-0509.16
Expiration Date: 09/21/21
Approval Date: 06/28/18
Page 7 of 7
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