HomeMy WebLinkAboutNotice of Acceptance I
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APR, '. 7 201
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PER,VlnrTiNNG
St. Lucie County,°✓!- MIANII-DADECOUNTY
MIAMI- .. :._ ,_ I PRODUCT CONTROL SECTION
� � 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) � Miami,Florida 33175-2474
BOARD AND CODE ADli1NISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA 1101-7 PLANS r"AN .0 r ptir• 4r.miamidade.gov/economy
. . � D All p3ti�D� OuE �. ��
ARE SUBJECT TO ANY COF��E0T10h�
Entegra Roof Tile,LLC � ,. I,
�h P►EDUIRED BY FIELD INSPEC EOR. I . -
NS
E Ave TE��+1 1289 N 9
++r E S p•
Okeechobee,FL 34972 "• ('Y�.+,Y QE f'�I����,S�,.ul�I� 0A 'R'I'®
GGIY�r•��WITH H ALL C PPI—fCAI E CME'S.
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 I 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:Plantation Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturers name of 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 iNOA as an endorsement of ally 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.
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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.
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INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact rer or its distributors and
shall be available for inspection at the job site at the request of the Building dfficial. C �d6 FASTENERS OR A�� H
This NOA renews NOA#14-1 I20.04 and consists of pages 1 through 7.
MEWS
The submitted documentation was reviewed by Gaspar J Rodriguez, NTOR OF RECOnD
MIAMMADB"COUNTY 1;LUCI NOA No::15-0721.04
SUILDING ! Expiration Date:12/08/20
REVIEWS Y. I Approval Date:11/05/15
Pron COMPLIA page 1 of 7
AEViEWEI)BY
DAT8_a - -oZQ
!SCANS AND PERIAT
PAUST BE KEPT ON JOB OR
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NO INSPECTION WILL BE MADE
L.
ROOFING.ASSEMBLY APPROVAL s' ;, PY
Category: Roofing F
Sub-Category: Roofing Tiles I r
Material: Concrete
1. PRODUCT DESCRIPTION
Manufactured by Dimensions Test Product
Applicant Specifications Description
Plantation Tile Length: 16%2" TAS 112 Flat concrete roof file for direct deck or
Width: 13" battened nail-on,mortar or adhesive set
applications.
Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for
W=varies use at h ips,rakes,ridges and valley
Varying thickness terminations. Manufactured for each tile
profile.
2.1. MANUFACTURING LOCATION
1. Okeechobee,FL I
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Tesi Name/Report Date
American Test Lab of South RT0624.05-14 ,TAS 112 i 07/03/14
Florida
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering,Inc. 94-084 PA 101 (Adhesive Set) May 1994
(Mortar Set)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II PA1108(Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PAI 108(Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 68(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vsl.smooth shank nails
The Center-for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-76 PA 100
Walker Engineering,Inc. Calculations' Aerodynamic Multiplier March 1999
April 1999
Walker Engineering,Inc. Calculations 25-7183 March 1995
25-7094 February 1996
25-7496 I April1996
MIAMI•DADE COUNTY
NOA No.:15.0721.04
Expiration Date:12/08/20
Approval Date:11/05/15
Page 2 of 7
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2.2 SUBMITTED EVIDENCE: 1
Test Agency Test Identifier Test Name/Reoort I Date
Walker Engineering,Inc. Calculations 25-7584 December 1996
25-7804b-8
_ 25 7804-4&5
25-7848-6
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Farabaugh Engineering and T295.11 TAS-108 10/05/11
Testing Inc.
Farabaugh Engineering and T306-11 TAS-108 10/04/11
Testing Inc. 1.
Farabaugh Engineering and T279-11 TAS-108 09/23/1 l
Testing Inc.
3. LIMITATIONS
PY
3.1 Fire classification is not part of this acceptance. F1
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3.2 For mortar or adhesive set tile applications,a static field uplift test shall be performed in accordance with
TAS 106.
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 office for review.
3.4 Minimum undedayment shall be in compliance with the applicable Roofing Applications Standards Iisted
section 4.1 herein.
3.5 30/90 hot mopped underlayinent 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.
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MIAMI•UADB COUNTY
NOA No.:15-0721.04
Expiration Date:12/08/20
Approval Date:11/05/15
Page 3 of 7
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4. INSTALLATION FILL
4.1 Plantation Roof 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)
Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft)
Plantation Tile 11.6 1.375 I 1.08
Table 2: Aerodynamic Multipliers -I(ft3)
Tile ;L(ft3) 1(n3)
Profile Batten Application Direct Deck Application
plantation Tile 0,267 0.289
Table 3: Restoring Moments due to Gravity M (ft-Ibf)
Tile Greater than
Profile 2"• 12" 3 6".12" 4 12" 5". 12" 12" 7"• 12"
Battens Direct Battens Direct Battens Direct Battens Direct Battensl Direct Battens Direct
Deck Deck Deck DeckI Deck Deck
Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6. 11 7�.52 6.44 7.32 6.26 7.04
Tile
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MIAMI•DADS COUNTY NOA No.:15-0721.04
Expiration,Date:12/08120
Approval Date:11/05/15
Page 4 of 7
FILE ,jCOPY
Table 4: Attachment Resistance Expressed as a Moment-Mf(fi-lbf)
For Nall-On Systems I
Tile Fastener Type Direct Deck Direct Deck I Battens
Profile (Min 16/325) (Min. 19132"
plywood) plywood)
Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2
Nails
1-10d Smooth or 7.3 9.8 4.9
Screw Shank Nall
2-10d Smooth or 14.0 118.8 I 7.4
Screw Shank Nails
1 #8 Screw 30.8 1 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or 24.3 24.3 24.2
Screw Shank Nail
(Field Clip)
1-10d Smooth or 19.0 19.0 22.1
Screw Shank Nall
(Eave Clip)
2-10d Smooth or 35.5 135.5 I 34.8
Screw Shank Nails
(Field Clip)
2-10d Smooth or 31.9 31.9 j32.2
Screw Shank Nails
(Eave Clip)
2-10d Ring Shank 50.3 165.5 48.3
Nails'
Installation with h N'tile headlep and fasteners are located a minimum of 2Y;,q from the head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
For Two Patty Adhesive Set Systems
Tile Profile Tile Application! Minimum Attachment
Resistance
Plantation Tile Adhesive I I 31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company VeBond Average weights per patty 13.9 grams.
3M'2-Component Foam Roof-Me Adhesive AH-160.Average welghtperoatty 8 qrams.
Table 6: Attachment Resistance Expressed as a Moment ornent-Mf(ft-lbf)
For Single Patty Adhesive Set Systems j
Tile Profile Tile Application Minimum Attachment Resistance
Plantation Tile' 3M-2-Component Foam Roof Tile Adhesive AH-160! 118.94
-- 3M'2-Component Foam Roof Tile Adhesive AH-160, 40.41
4_Lar=eaddy placement of 45,grams of 3W 2-Component Foam Roof Tile Adhesive AH-1 60
15 Medium addy placement of 24 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160.
MIAMI-DADECOUW NOA No.: 15-0721.04
i Expiration Date:12108/20
Approval Date: 11105115
Page 5 of 7
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Table 7: Attachment Resistance Expressed as a Moment. Mr(ft-lbf)
for Mortar Set Systems
n Tile Profile Tile Application Attachment
Resistance
Seespecific mortar manufacturer's Notice of Acceptance'.
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".
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11 inILE COPY
OR
ENTEERR
PLANTATION ROOF TILE LABEL(LOCATED ON UNDERSIDE OII'TILE
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 Building Official or Applicable building code in order to properly
evaluate the installation of this system. I.
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MIAMFDADE COUNTY
NOA No.:15-0721.04
t Expiration Date:12/08/20
Approval Date:11105/15
Page 6 of 7
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PROFILE DRAWING
PLANTATION FLAT CONCRETE TILE
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Al
6I,2i
END OF THIS ACCEPTANCE
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-0721.04
MIAMMADECOUN7Y NO5
Expiration
1on Date: 12/08/20
Approval Date:11105/15
Page 7 of 7
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MEASUREMENTS
Ap
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-COPY O� y
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SQUARES LINE MEASUREMENTS
Actual Squares: 36.97 Sqs. Eaves: 228 Ft.
Total Squares Rakes: 57 Ft.
(Inc.Waste at 8%): 39.88 Sqs. Ridges: 65 Ft.
Hips: 112 Ft.
Valleys: 38 Ft.
Step: {, 0 Ft.
Wall: j 0 Ft_
Pitch Change: 0 Ft.
PITCH MEASUREMENTS
CATEGORY MEASUREMENTS
Pitch 6112: 36.97 Sqs. Ice&Water Shield:. 0 Ft.
Ridge Vent: 0 Ft.
Rake Edge: 0 Ft.
Eave Edge: 0 Ft
Step Flashing: I 0 Ft.
Apron Flashing: { 0 Ft.
Gutters: 0 Ft.
Gutter Toppers: j 0 Ft.
Down Spouts: 0 Ft.
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Florida Building Code 5th Edition (2014) I
High-Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
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Roof System Manufacturer: _ }li 1
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Notice of,Acceptance Number: }F - Q 7} Q4
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Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
Maximum-Design Pressure
From the NOA Specific S stem :
Method of the attachment: # Wit?.r .LOS
Steep Sloped Roof System Description '
Deck Type:
5 q j
ype Underiayment:
I.
Roof Slope: �
nsulation:
: 12 }�
� l
Fire Ba or:
ICI � I
Ridge Ventilation? astener Type&Spacing:) �i n S i2'' OC Can
„ I on ica
I\k A dhesive Type
A
ype Cap Sheet:
oof Covering:
Mean Roof Height: ,�(
Type&Size Drip
dge: xj 3 w h 1 -IC
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Florida Building Code Sth Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
. For Moment based the systehus,,cboose either Method 1 or 2.Compared the values
for M�with the-values kontMr.Uthe Mr values are greater than Ior equal to the Mr
values,for:each area of the roof,then the the attachment method Is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(Ph;4.1.U .z x La I m' 15.-q -Mg: -7.: =1►>ri_ 4 '3 NOA 11*
(P=: iCD-(v IX Lai =y)q -Mg: -1 -Nti-OLL 35 NOA.Mr.,-�1=1
(Pa: ltpjo z x e = g r1,o n-mg: =`lti 1.?5 NOA Mr.
Method 2"Simplified Tile Calculation Per Table Below"
Required Moment'of Resistance(Mr).From Table Below NOA P4 1 .
M,Required Moment Resistance`
Mean Roof HeIght —
Roof Slope IV20' 25' 30' 40'
2: 2 17
:.2 32.2 34A 3
2 30A 32.2 3511 37.3
51 .4: 30.1 3 3218` W9
B• 26.4
:1224A8 27 22812 30.0
*Mast be used in conjunction with a list.of moment based the systems endorsed by the
Broward County Board-of.Rules and Appeals.
Per Uplift based file systems use Method 3.Compared the values for F'with:the
values for F,.If the Fr values are greater than or equal to the iF..values,for each.
area-of the roof,then the the attachment method is:acceptable.
Method'3"Uplift Based Tile Calculations Per RAS 127"
(P,:_zl:—s—z w:=—)-W:_zcos6:—= Fit: �— NOAF'
(P2:—zl:_=_z w:=_)-W:_z-cos8:•— Fn:_ NOAF'
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(PZ:_zI:—=_z w: =W:_zcds8:`='Frs:_ NOAF'
Where to Obtain.Information {
Description Symbol Wbere to find j
DesigaPnsspre F1'orP2orP3 RAS'127.Tablolorbyau omlysicptepardbyFEbawdonASCE
MeaaRoofHei _H Job Site I.
Roof Slope. g Job Sitc Ii {
mulfipl. NOA 6
RcstDring Mometrt duo to Gta . M NOA I I
AdacbmentRegista ca Mr NOA .. I I
Required Momal Residaace. K Calailated I
Minimum Attachmatt Acs dance F' NOA f
RequitedUplift Resistance Fr Calculated 1' I
Avers Til.Weight W NOA [' I
Tile Dimensions' 1=length NOA 9
�with I
All calculations mustbe submitted totb Boile ' g&latthe time of 't flcadw.h 1