HomeMy WebLinkAboutProduct Approval MIAMI•DADE 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
NOTICE OF ACCEPTANCE (NOA) RECEIVED wm w.miamidade. ov/economv
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Eagle Roofing Products LLC
1575 East C.R. 470 L 7 `�
Sumterville, FL 33585
nty, Permitting
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).
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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
ilncluding the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Medium Profile Concrete 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.
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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
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f 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
hall be available for inspection at the job site at the request of the Building Official.
REVIEWED This NOA revises NOA No.17-0822.14 and consists of pages 1 through 7. FOR
The submitted documentation was reviewed by Freddy Semino [a CODE COMPLIANCE
®CC
NOA No. 18-0509.19
MIAMMADE COUNTY Expiration Date: 10/05/21
• • Ile cope Approval Date: 06/14/18
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
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 Test Product
Applicant Dimensions Specifications Description
Medium Profile Concrete Lenght= 17" TAS 112 Low profile, interlocking, high pressure extruded
Tile Width= 12 'h" Type lb concrete roof tile equipped with three nail hole
Thickness= '/z" Class III and double roll ribs. For direct deck or battened
nail-on,mortar or adhesive set applications.
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Trim Pieces Lenght=varies TAS 112 Accessory trim, concrete roof pieces for use at
Width=varies hips,rakes and ridges. Manufactured for each tile
varying thickness 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 H 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. 18-0509.19
MIAMI-DADECOUNTY Expiration Date: 10/05/21
• Approval Date: 06/14/18
Page 2 of 7
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)
Qelotex 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
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Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006
NOA No.18-0509.19
MIAMI•DADE COUNTY Expiration Date: 10/05/21
• Approval Date: 06/14/18
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
DAPF-001-02-04 TAS 101 (2 PD) 11/30/17
PRI Construction DAPF-003-02-01 TAS 101 (LRG) 04/06/18
in Technologies DAPF-003-02-03 TAS 101 (MED) 04/06/18
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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 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
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Table 1: Average Weight (W) and Dimensions (I x w )
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Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft)
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Medium Profile Concrete Tile 9.5 1.417 1.04
Table 2: Aerodynamic Multi liers - ft3
Tile a, (ft3) 1 (ft3)
Profile Batten Application Direct Deck Application
Medium Profile Concrete Tile 0.305 0.282
Table 3: Restoring Moments due to Gravit - M ft-lb
Tile 3":12" 4":12" 5":12" 6":12" 7":12" or greater
Profile
Medium Profile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Concrete Tile Deck Deck Deck Deck Deck
6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08
NOA No. 18-0509.19
MIAMI•DADECOUNTY Expiration Date: 10/05/21
• • Approval Date: 06/14/18
Page 4 of 7
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. 19/32" plywood)
Medium Profile 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)
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j 2-10d Ring Shank Nails' 43.0 67.5 50.9
1I Installation with a 4"the headlap and fasteners are located a min.of 2'/"from head of tile.
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Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Medium Profile Concrete Tile Adhesive2
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2 See manufactures component approval for installation requirements.
3 The Dow Chemical Company TileBond Average weight per paddy 11.4 grams. 26.1
4 ICP Adhesive Pol set®AH-160.Average weight per patty 8 grams. 26.1
5 DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive.Average weight per paddy 8 grams. 101
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Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Single Patty Adhesive Set Systems'
Tile Tile Application Minimum Attachment Resistance
Profile
Medium Profile Concrete Adhesive2
Tile
2 See manufactures component approval for installation requirements.
3 Large paddy placement of 54grams of ICP Adhesives Polyset®AH-160. 86.61
4,1 Medium paddy placement of 24grams of ICP Adhesives Polyset®AH-160. 45.5
5 Medium paddy placement of 26.6 rams of DAP Foam Touch N Seal Storm Bond 2 Roof Tile Adhesive 54
6 Lar a paddy placement of 55.5 rams of DAP Foam Touch N Seal Storm Bond 2 Roof Tile Adhesive 61
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NOA No.18-0509.19
MIAWDADE COUNTY Expiration Date: 10/05/21
• Approval Date: 06/14/18
Page 5 of 7
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Medium Profile Concrete Tile Mortar Set' 20.60
1; Tile-Tite Roof Tile Mortar.
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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.,
MO
FLORIDA
(LOCATED ON UNDERSIDE OF TILE)
OR
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EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
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MEDIUM PROFILE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT
NOA No. 18-0509.19
MIAMI-DADECouNTY Expiration Date: 10/05/21
• Approval Date: 06/14/18
Page 6 of 7
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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.
PROFILE DRAWING
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44,0LIf
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W
3
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MEDIUM PROFILE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 18-0509.19
%MIAMI•DADEC6 NTY Expiration Date: 10/05/21
• • Approval Date: 06/14/18
Page 7 of 7
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