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SUANNED
By
qt8 eeigh("Oufft
MIlkMICADOr
DEPARTMENT OF REGULATORY AND ECONQM
BOARD AND CODE ADMINISTRATION DIVISI?N
NOTICE OF ACCEPTANCE (NO
Entegra Roof Tile, LLC
1289-NE 9a' Ave
Okeechobee, FL. 34972
SCOPE:
This NOA is being issued under the a
documentation Submitted has been rev
used in Miami -Dade County and other
RECEIVED
APR 2 0 2018
ST, Lucie county, Pnrmltting
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
IC RESOURCES (RER) Miami, Florida 33175-2474
7' (786) 315-2590 F (786) 315-2599
A) www.miaInidade.Lov/economy
licable rules and regulations governing the use of construction materials. The
ved and accepted by Miami -Dade County RER -Product Control Section to be
!as where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the e'xpiration date stated below. The Miami -Dade County Product Control Section (in
Miami -Dade County) and/or the AH(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 theij jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Contr I Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as descr)'bed herein, and has been designed to comply with the Florida Building Code including
the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Bermuda Goner6te Flat 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 c opy 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.
I
This NOA renews NOA No. 14-1120.06 and consists of pages 1 through 6.
The submitted doe r umentation was reviewed by Gaspar J Rodriguez.
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MIAMI•DADE COUNTY
1
1
NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page I of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing "riles
Material: Concrete /
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1. SCOPE
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This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in O eec obee, FL as descrfbed in Section 2 of ts Notice of Acceptance, designed to comply with the Florida _
Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in
compliance with RAS 127 using the` values listed in section 4 herein. The attachment calculations shall be prepared
as a moment based system.
I
2. PRODUCT DESCRIPTION
Manufactured by
/
Test
Product
Applicant
Dimensions
Specifications
Description
Entegra Flat Tile
Length = 16"
TAS 112
Flat profile, interlocking, high pressure extruded
Width = 10"
Type 3a
concrete roof tile equipped with two nail holes.
I
Class III
For mechanical, mortar or adhesive set
applications.
Trim Pieces
I = varies
TAS 112
Accessory trim, concrete roof pieces for use at
w = varies
hips, rakes, ridges and valley terminations.
varying thickness
Manufactured for each tile profile.
2.1 MANUFACTURING LOC
1
1. Okeechobee, FL
1
2.2 EVIDENCE SUBMITTED
Test Agency
Redland Technologies
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
The Center for Applied Engineering,
Inc.
Tile Center for Applied Engineering,
Inc.
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MIAMI•DADE COUNTY
i
i
!
TION
Test Identifier
Test Name/Report
Date
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
PA 102 & PA 102(A)
94-084
Static Uplift Testing
May 1994
PA 101 (Mortar Set)
94-060A
Static Uplift Testing
March, 1994
PA 101 (Adhesive Set)
25-7094-2
Static Uplift Testing PA 102
Oct. 1994
(4" Fleadlap, Nails, Direct Deck, New
Construction)
25-7094-8
Static Uplift Testing PA 102
Oct. 1994
(4" Headlap, Nails, Battens)
25-7094-5
Static Uplift Testing PA 102
Oct. 1994
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
25-7183-6
Static Uplift Testing PA 102
Feb. 1995
(2 Quik-Drive Screws, Direct Deck)
NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 2 of 6
2.2 EVIDENCE SUBMITTED
Test Ageney
Test Identifier
Test Name/Report
Date
The Center for Applied Engineering,
I
25-7183-5
Static Uplift Testing
Feb. 1995
Inc.
PA 102
(2 Quik-Drive Screws, Battens)
The Center for Applied Engineering,
25-721 -1
Static Uplift Testing
March, 1995
Inc.
PA 102
...._....._.. -------._..._..------------............ ..... ----- ---.--._._...-...-.._
... _.......... --------..__._.__...-__...__.....___..(-LQuik-l?rive_S.ci:e_w,_D.irect_Deck)-----------
------ - -
The Center for Applied Engineering,
25-7214-5
Static Uplift Testing
March, 1995
Inc.
I
PA 102
(1 Quik-Drive Screw, Battens)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix if
PA 108 (Nail -On)
Redland Technologies
Letter Dated Aug. 1,
Wind Tunnel Testing
Aug. 1994
1994 I
PA 108 (Nail -On)
Redland Technologies
P0631-01
Wind Tunnel Testing
July 1994
PA 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of screw
Sept. 1993
vs. smooth shank nails
The Center for Applied Engineering,
Project No. 307025
Wind Driven Rain
Oct. 1994
Inc.
Test #MDCL 77
PA 100
Atlanta Testing & Engineering, Inc.
R1.894
Physical Properties
Aug. 1994
R2.894
PA 112
R3.894
Professional Service Industries, Inc.
395-4001 IT 1
Physical Properties
Feb 2004
PA 112
Celotex Corporation Testing Service
520109-1
Static Uplift Testing
Dec. 1998
520111-4
PA 101,
Celotex Corporation Testing Service
520191-1
Static Uplift Testing
March 1999
PA 101
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
March 2004
Walker Engineering, Inc.
Evaluation Calculations
25-7094
Feb 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December
25-7804b-8
1996
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moment, Mg
March 2004
Walker Engineering, Inc.
Calculations)
Two Patty Adhesive Set System
April 1999
Nutting Engineers
13343.1 I
TAS 112
05/06/08
American Test Lab of South Florida
RT1210.02-15
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TAS 112
12/17/15
NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 3 of 6
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3.
LIMITATIONS:
3.1 Fire classification is not part of this acce tance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may
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 Product Control
Section for review.
3.4 Minimum underlayment shall be in comp lance 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 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami
Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations.
Table 1: Average Wight
(W) and Dimensions (I x w )
Tile Profile
Wei6ht-W
(Ibf)
Length4 (ft)
Width-w (ft)
Entegra Flat Tile
1
9.7
1.33
.833
Table 2: Aerodynamic
Multipliers - X (ft3)
Tile
Profile
Batten
(ft3)
Application
(W)
Direct Deck Application
Entegra Flat Tile
1 0.189
0.205
Table 3: Restoring Moments
due to Gravity - Mg (ft-Ibf)
Tile
Profile
3":12"
4":12"
511:12"
6":12"
Greater than
7":12"
Entegra Flat Tile
Battens
Direct
Deck
Battens
pirect
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.53
6.97
6.43
6.86
6.29
6.71
1 6.14
6.54
1 5.97
6.35
NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 4 of 6
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 16/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Entegra Flat
2-10d Ring Shank Nails
30.9
38.1
17.2
Tile
1-10d Smooth or Screw
Shank Nail
I 7.3
9.8
4.9
............ __.- --....._.-.-.__-..2-1.0.d_S.m.00th_or_Screvr------.--__L.___.1..4..�
Shank Nails
- .- --
--18.8- ----
-- 7-4----
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
Shank Nail Field Clip)
124.3
24.3
24.2
1-10d Smooth or Screw
Shank Nail Eave Clip)
119.0
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)
131.9
31.9
32.2
2-10d Ring Shank Nails'T 150.3 65.5 48.3
1 Installation with a 4" the headlap and fasterners are located a min. of 2%" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems,
Tile
Profile
Tile Application
.Minimum Attachment Resistance
Entegra Flat Tile
Adhesive
31.33
2 See manufactures component approval for installatio6 requirements.
3 Flexible Products Company TileBond Average weight patty 13.9 grams.
3W 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams.
Table,6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty �dhesive Set Systems
Tile
Profile
Tile Application
I
Minimum Attachment
Resistance
Entegra Flat
3M'" 2-Component Foam Roof Tile Adhesive AH-160
118.94
Tile
W" 2-Component Foam Roof Tile Adhesive AH-160
40.45
4 Large paddy
placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
5 Medium paddy placement of 24 grams of 3M`"' 2-Component Foam Roof Tile Adhesive AH-160
NOA No. 16-0112.07
Expiration Date; 06/07/21
Approval Date: 02/25/1.6
Page 5 of 6
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5. LABELING
All tiles shall bear the imprint or identifiable marki g of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Control Approved".
ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE)
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or the applicable Building Code in order to properly evaluate the
installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit.
P
ENTEGRA "
BILE DRAWING
T" CONCRETE ROOF TILE
16'
FIELD TILE
16°- -I
i
10,
THICK BUTT TILE
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
NOA No. 16-0112.07
Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 6 of 6