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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
DEC 16 2017
PEWITTiNG
St. Lucie County, FL
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 ormaterialtested 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.
DEW RIPT<ION::—edilm-mi- fIKaw ei�ete 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. 16-03 14.07 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 0
flNOExpratioDNaow+t.we1• 7-10822:21
MIAMI•DADE COUNTY
a•fm Al Date: 107�Copy
-
Page f 0`f'7�
ROOFING ASSEMBLY APPROVAL
Category
Sub Category
Material:
1. SCOPE:
Roofing
Roofing Tiles
Concrete
This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as manufactured
by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of
Acceptance. For use in 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
Medium Profile Concrete Lenght = 17"
Tile Width = 12 %2"
Thickness='/s"
Trim Pieces Lenght = varies
Width = varies
varying thickness
Test
Specifications
Product
Description
TAS 112 Low profile, interlocking, high pressure extruded
Type lb concrete roof tile equipped with three nail hole
Class III and double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications.
TAS 112 Accessory trim, concrete roof pieces for use at
hips, rakes and ridges. Manufactured for each tile
profile.
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
PRI Construction
ERPF-001-02-02
TAS 112
Aug. 2006
Materials Technologies
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)
NOA No.17-0822.14
MIAMMMECouNTY Expiration Date: 10/05/21
F-112MR611411 Approval Date: 10/26/17
Page 2 of 7
r
Redland Technologies
Letter Dated Aug.
Wind Tunnel Testing
Aug. 1994
1, 1994
TAS 108 (Nail -On)
Professional Service
224-47099
Physical Properties
Sept. 1994
Industries, Inc.
TAS 112
The Center for Applied
25-7094-1
Static Uplift Testing
Oct. 1994
Engineering, Inc.
TAS 102
(4" Headlap, Nails, Direct Deck, New
Construction)
The Center for Applied
25-7094-7
Static Uplift Testing
Oct. 1994
Engineering, Inc.
TAS 102
(4" Headlap, Nails, Battens)
The Center for Applied
25-7094-4
Static Uplift Testing
Oct. 1994
Engineering, Inc.
TAS 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
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.
TAS 102
(2 Quik-Drive Screws, Direct Deck)
The Center for Applied
25-7183-2
Static Uplift Testing
Feb. 1995
Engineering, Inc.
TAS 102
(2 Quik-Drive Screws, Battens)
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
Two Patty Adhesive Set System
April 1999
Calculations
Walker Engineering, Inc.
Evaluation
25-7183
March 1995
Calculations
Walker Engineering, Inc.
Evaluation
25-7094
February 1996
Calculations
Walker Engineering, Inc.
Evaluation
25-7496
April 1996
Calculations
Walker Engineering, Inc.
Evaluation
25-7584
December 1996
Calculations
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
Sep. 2006
Walker Engineering, Inc.
Calculations
Restoring Moment Due to Gravity
Sep. 2006
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 3 of 7
ATL of South Florida RT1211.03-15 TAS 112 12/17/15
ATL of South Florida RT0706.02-17 TAS 112 09/25/17
3. LDETATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be
required, refer to applicable Building Code.
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 Miami -Dade County Product
Control Section 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.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC, Medium Profile Concrete 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 (lbf)
Length-1(ft)
Width-w (ft)
Medium Profile Concrete Tile
9.5
1.417
1.04
Table 2: Aerod namic Multipliers - W
Tile (ft3) ft3�
Profile Batten Application Direct Deck A Iicati011
Medium Profile Concrete Tile 0.305 n 5Qoo
Tile
Profile
Medium Profile
Concrete Tile
Table 3: Restoring Moments due to Grai i -
3":12" 1 411:12" 1 5":12"
Battens I Direct I LateTnsDirect
Deck eck
6.30 6.65 6.21.54
fWAMINiDADE COUNTY
6":12" 7":12•• olr greater
Battens Direct I Battens
Deck
6.08 6.41 �593
Direct Battens Direct
Deck I I Deck
6.251 5.77 1 6.08
NOA No.17-0822.14
Expiration Date: 10105121
Approvai,Date: 10/26/1 %
Pagc4of7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct_D.eck--V
( in. 1;9/12-" plywood)
Battens
Medium Profile
2-10d Ring Shank Nails
27.8
37:4
28.8
Concrete Tile
1-10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
2-10d Smooth or Screw
Shan NA!iLs
16.4
21.9
7.1
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
2-10d Ring Shank Nails' T 43.0 67.5 50.9
1 Installation with
a 4" the headlap and fasteners are located a min. of 2%" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Medium Profile Concrete Tile
Adhesive2
26.13
2 See manufactures component approval for installation requirements.
3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams.
ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment Resistance
Medium Profile Concrete
Tile
ICP Adhesives Polyset® AH-160
86.614
ICP Adhesives Polyset® AH-160
45.55
4 Large paddy placement of 54grams of ICP Adhesives Polyset® AH-160.
5 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set S stems
Tile
Profile
Tile
Application
Attachment
Resistance
Medium Profile Concrete Tile
Mortar Set'
20.60
1 Tile-Tite Roof Tile Mortar.
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 5 of 7
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
EAGL,,El�'
FLORIDA
(LOCATED ON UNDERSIDE OF TILE)
OR
EAGLE FL
(LOCATED ON FRONTSWE OF TILE)
MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 6 of 7
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 AHJ or applicable Building Code in order to properly evaluate the
installation of this system.
HOLE
PROFILE DRAWING
•��r
MEDIUM PROFILE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 7 of 7