HomeMy WebLinkAboutNotice of Acceptance y �
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S LUCIE COUNTY
BUILDING DIVISION
• REVIEWED
FOR COMPLIAN
REVIEWED BY
i DATE
PLANS AN PE IT MIAMI-DADE COUNTY
M - MUST BE KEPT ON JOB OR PRODUCT CONTROL SECTION
NO INSPECTION WILL BE MADE t 1805 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
NOTICE OF ACCEPTANCE (NOA) p www.miamidade.gov/economy
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Entegra Roof Tile, LLC �,�� c ICE' ,f I n , ., '! 4*
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' '",Okeechobee,�- Okeechobee, FL.34972 C il}. Y
SCOPE: H,ALL A6N"`L1,-PJPU C
This NOA is being issued under the applicable rules and regulations governing t`Ii.e 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: Bermuda Concrete Flat Roof Tile LE
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 renews NOA No. 14-1120.06 and consists of pages 1 through 6. c��� C FMT I,�,-rs 01p,ATnef-iMEM+
The submitted documentation was reviewed by Gaspar J Rodriguez. ARE Tl-i RE$PoN$181Uy'OF THE
NOA No. 16-011.2.07
MIAMI•DADE COUNTY
Expiration Date:06/07/21
Approval Date:02/25/16
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC
in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida
Building Code for High Velocity Hurricane Zone. For use in the location's 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.
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.
Class III For mechanical, mortar or adhesive set
applications.
Trim Pieces 1=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 LOCATION
1. Okeechobee, FL
2.2 EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Redla_nd Technologies 7161-03 Static Uplift Testing. Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994
Inc. PA 101 (Mortar Set)
The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994
Inc. PA 101 (Adhesive Set)
The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994
Inc. (4" Headlap,Nails, Direct Deck,New
Construction)
The Center for Applied Engineering, 25-7094-8 Static Uplift Testing M 102 Oct. 1994
Inc. (4" Headlap,Nails, Battens)
The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994
Inc. (4" Headlap,Nails, Direct Deck,
Recover/Reroof)
The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995
Inc. (2 Quik-Drive Screws, Direct Deck)
NOA No. 16-0112.07
MIAMI•DAD:COUNTY 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, 25-7183-5 Static Uplift Testing Feb. 1995
Inc. PA 102
(2 Quik Drive Screws,Battens)
The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995
Inc. PA 102
(1 Quik-Drive Screw, Direct Deck)
The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995
Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108(Nail-On)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 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#MDC-77 PA 100
Atlanta Testing&Engineering, Inc. R1.894 Physical Properties Aug. 1994
R2.894 PA 112
R3.894
Professional Service Industries, Inc. 39540011-1 Physical Properties Feb 2004
PA 112
Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998
5201114 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 TAS 112 65/06/08
American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15
NOA No. 16-0112.07
MIAMI-DAD;couNTY Expiration Date:06/07/21
Approval Date:02/25/16
Page 3 of 6
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 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 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 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_Weight(W) and.-Dimensions (I x w)
Tile Profile Weight-W(lbf) Length-I (ft)- Width-w(ft)
Ente ra Flat Tile 9.7 1.33 .833
'Table 2: Aerodynamic Multipliers -X(ft3)
"k. _(�) . (ft3)
Tile
Profile Batten Application Direct Deck Application
Ente ra Flat Tile 0.189 0:205
Table 3: Restoring Moments-,due to Gravity-M9 (ft-lbf)
Tile 311:12" 4":12" 5":12#@ '. 6":12" Greater than
Profile 7":12"
Entegra Flat Tile Batten_s Direct Battens Direct Battens Direct Battens Direct Battens, Direct
Deck Deck Deck Deck Deck
6.53 6.97 6.43 6.86 6.29 6171 6.14 6.54 5.97 6.35
' NOA No.16-0112.07
MIAMI•DAD;COUNTY Expiration Date:06/07/21
Approval Date: 02/25/16
Page 4 of 6
' Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" plywood) (min. 19132" plywood)
Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2
Tile 1-10d Smooth or Screw 7.3 9.8 4.9
Shank Nail
2-10d Smooth or Screw 14.0 18.8 7.4
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
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)
2-10d Ring Shank Nails' 50.3 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-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment Resistance.
Profile
Entegra Flat Tile Adhesive 31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3W 2-Component Foam Roof Tile Adhesive AH-160.Average wei ht. er patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Entegra Flat 3W 2-Component Foam Roof Tile Adhesive AH-160 118.94
Tile 3W 2-Component Foam Roof Tile Adhesive AH-160 40.45
4 Large paddy placement of 45 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160
5 Medium paddy placement of 24 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
NOA No. 16-0112.07
MIAMI•DAD;COUNTY Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 5 of 6
T 5. LABELING
All tiles'shall bear the imprint or identifiable marking 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.
PROFILE DRAWING
ENTEGRA."FLAT" CONCRETE ROOF TILE
16° -
10,
FIELD TILE
- 16'
10,
THICK BUTT TILE
END OF THIS ACCEPTANCE
NOA No. 16-0112.07
MIAMI DAD;COUNTY Expiration Date: 06/07/21
Approval Date: 02/25/16
Page 6 of 6
1 �OL-1 •
FLO A ,Ram �; �, ENGINEERING & TESTING, INC.
lit
Phone: (866)781-6889 •Fax: (866) 784-85 W
MAY
2��7 www.floi`idaengineei-ingandtesting.com
250 S.W.13`"Avenue
Public Works Pompano Beach,FL 33069
'
St. Lucia County, FL
DATE: 4/28/17 JOB ORDER#:' 17-1446
CLIENT- All Area Roofing
ADDRESS: 3921 S.US Highway 1 Fort Pierce,FL 34983
PROJECT: Cooper Residence Entegra Flat Tile
ADDRESS: 2426 Harbour Cove Drive Fort Pierce,FL
FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Mean Roof Height=20' Exposure: D Basic/Ultimate Wind Speed: V,lt=170 mph
Length= 67' Category: II Nominal Wind Speed: Vasd=V„lt*v0•6
Width= 26' Slope: 6/12=26.6° (asd=allowable strength design)
Parapet Wall: N/A Residential KZ 1.08, Kzt= 1.0,Kd=0.85
Design Calculations:
Velocity Pressure: q=0.00256*KZK�KdV
Velocity Pressure (.It): q=0.00256(1.08)(1.0)(0.85)(170)2] =67.92 psf
Velocity Pressure (asd): q=0.00256(1.08)(1.0)(0.85)(170*NO.6)2] =40.75 psf
Width of Pressure Coefficient: 0.1(26') = 2.6'
0.4(20') = "8.0' } use: 3'0"
Effective Wind Area: <10ft2
For hip roofs with a roof slope of 25 degrees or less,zone three(3) shall be treated as
zone two (2).
External Pressure Coefficient: Internal Pressure Coefficient:
1) GCP1 = -0.9 1) GCP; = 0.18
2) GCP2 = -1.3
3). GCP3 = -2.6
%V�Q ,tit
Quality ���Ay►i assurance
Page 2,4/27/17,Job Order#17-1446
All Area Roofing FLO A
Cooper Residence-Entegra Flat Tile
2'426 Harbour Cove Drive;Fort Pierce,FL:
Design Pressures Based on Vasd:
1) Field P1 = 40.75*[(-0.9)—(0.18)] =-44.0 psf
2) Perimeter P2 = 40.75*[(-1.7)—(0.18)] =-76.6 psf
3) Corners P3 = 40.75*[(-2.6)—(0.18)] =-113.3 psf
Attachment Requirements Per RAS 127 (Entegra Flat Tile):
Tile System: Moment Based
Aerodynamic Multiplier: 0.205 W (Direct Deck Application- Table 2)
Restoring moment due to gravity: Mg=6.54 ft. lb (Table-3)
Attachment resistance expressed as a moment: Mf=40.4 ft-lb Adhesive Set(Table 6)
1) Field : Mr, = (44.0*0.205)—6.86 ft. lb =2.16 ft. lb. <40.4 ft. lb =PASS
2) Perimeter : Mr2 = (76.6*0.205)—6.86 ft. lb = 8.84 ft. lb. <40.4 ft. lb =PASS
3) Corners : Mr3 = (113.3*0.205)—6.86 ft. lb= 16.37 ft. lb. <40.4 ft. lb=PASS
System is acceptable as approved with 3M 2-Component Foam Roof Tile Adhesive AH-
160 medium patty placement (24 grams) based on the requirements of NOA # 16-
0112.07.
Notes: Corners and perimeter area dimension shall not be less than a=TO"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty(as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2014 Edition.
Wind-load calculations based on ASCE 7-10, FBC 2014 and information
provided by client. Client is responsible for verifying existing/proposed
conditions/decks as it pertains to the above provided product approval.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
\`1111 I I I//
Sincerely,
y No.48202 O .
o -
Mark A. Mes_�rs',P.E ��
Florida Engines ig&�es mg, W4-
Florida Reg.Nci% ORID?:•'G��`��
Certificate of Aut.® pA1 �3
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