HomeMy WebLinkAboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN,LLC.
Certificate o/Authorimdon #9503
353 CHRISTIAN STREET, UNIT013
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report E10240.08.08-R4
SCANNED FL5374-114
BY Date of Issuance:09/03/2008
St. Lucie County Revision 4: 03/17/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations .governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: East Coast Metals Channel Metals
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INsPErnoN: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
T.-Trki
NITY HERD
EVALUATION REPORT
East Coast Metals, Inc.
2301 West 8 Lane
Hialeah, FL 33010
The f e0eIIp seal appeuinr was authorized try Rpbea Nieminen,
P,Em0 117N0n. TNsdmnW seneasanhIWmn4aWV,,r hI
document WWI. sealed hatdwPles hauebeen tnnsntitted tptM!
R d,hppror Mminktratarandto the wined scent
CERTIFICATION OF INDEPENDENCE:
1. Trinity) ERD does not have, nor does It intend to acquire or will It acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being Issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved In the approval process of the
product.
S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
%RINITYIERD
1. SCOPE:
Product Category: Roofing .
Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance
With the following sections of the Florida Building Code through testing In accordance with the following Standards. Compliance
is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.3.7
Installation, non-HVHZ
FRSA/fRI April 2012 (04-12)
2012
1518.8.1
Installation, HVHZ
RAS 118, 119 & 120
1995
1523.6.S.2.2
Static Uplift Resistance
TAS 101
1995
1711.2.1
Static Uplift Resistance
SBCCI SSTD 11
1997
3. REFERENCES:
Erdlty
Examination .
Reference
Date
ERD(TST6049)
Static Uplift Resistance
E42730.08.13
08/23/2013
ERD(TST6049)
Static Uplift Resistance
ECM-SC6795.12.14-1
02/2712015
ERD(T5T6049)
Static Uplift Resistance
ECM-SC6795.12.14-2
02/27/2025
Florida TEC (TST7393)
TAS 101
S10-62SR
10/27/2010
PRI(TST5878)
TASI01
ECM-M-02-01
09/22/2001
PRI (TST5878)
TAS 101
ECM-003-02-01
06/13/2008
PRI (TST5878)
TAS 101
ECM-004.02-01
06/13/2008
PRI (TST5878)
TAS 101
ECM-005.02-01
06/13/2008
PRI (TST5878)
TAS 101
ECM-006-02-01
06/13/2008
PRI (TSF5878)
TAS 101
ECM-007-02-01
06/13/2008
PRI(TST5878)
TAS101
ECM-008-02-01
06/13/2008
Florida Building Code
Attachment Requirements
FRSA/rRI April 2012 (04-12)
04/2012
Florida Building Code -HVHZ
Attachment Requirements
RAS 118,119 and 120
1995
East Coast Metals
Metal Quality
MITI Certifications
Various
Architectural Testing (QUAIB44)
Quality Control
Participation Letter
Exp. 12/31/2019-
4. PRODUCT DESCRIPTION:
4.1 Hip & Ridge Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof tile adhesive.
Hip & Ridge Channel Metal Is available in 119-3/8-Inch L+
3/8-inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7-Inch (13/8-inch)
heights with 1.5-inch (t 1/16-inch) deck -flanges.
Exterior Research and Design, U.C. Evaluation Report E10240.08.08-114
CertiflW a ofAuthorlmdun /9503 FL5374-R4
Revision 4: 03/17/2015
Page 2 of 7
TTR JNITYjERD
i.
4.2 Trim Lock Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof tile. adhesive. Trim Lock
Channel Metal is characterized by its profiled and
perforated upper horizontal flange designed to receive
and allow for interlock with the overlying tile adhesive.
Trim Lock Channel Metal is available in 119-3/8-inch L
3/8") length by 3, 3.5, 4, 5 or 6-inch I± 3/8-inch) heights
with 1.5-inch (± 1/16-inch) deck -flanges:
4.2 Trim Lock Plus Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof tile adhesive. Trim Lock
Plus Channel Metal Is characterized by its profiled and
perforated upper horizontal flange designed to receive
and allow for interlock with the overlying tile adhesive
and its perforated deck flanges, designed for installation
atop the roof underlayment via placement in FBC
Approved roof tile adhesive, which flows -through and
interlocks with the underlying adhesive.
Trim Lock Plus Channel Metal is available in 119-3/8-inch
(± 3/8") length by 3, 3.5, 4, 5 or 6-inch (± 3/8-inch) heights
with 1.5-inch (± 1/16-inch) deck -flanges.
4.4 East Coast Metals Channel Metals are fabricated of the following. metals:
> Galvanized Steel: Min. 0.019±0.0024nch, ASTM A653 (G-90), min. 33 KSI.
➢ Galvalume.Steel: Min. 0.019±0.002-Inch, ASTM A702, AZ55, min. 35 KSI.
> Aluminum: Min. 0.032±0.002-inch, ASTM B209, 3003-I114, min. 21 KSI.
> Stainless Steel: Min. 0.019±0A02-inch, ASTM A240/A480, T304, min. 35 KSI.
5. LIMRATIoNs:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
Exterior Research and Design, I.I.C. Evaluation Report E102A0.08.08-R4
Rrtrjrmff OfAutharizattan 05e3 FL5374-114
Revision 4:03/17/2015
Page 3 of 7
'\JTRINITY ERD
5.2 FOR HVHZ JURISDICTIONS:
5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3, RAS 119,
Drawing 12,. Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the installation
instructions herein.
5.2.2 For HVHZ jurisdictions, Installations of Hip & Ridge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
120, and the data in Tables lA and 1B is supplemental to these prescriptive allowances.
Installations of Trim Lock Plus are limited to projects having a required moment resistance (M,J or uplift resistance (Fr),
as determined in accordance with RAS 127, not greater than the following values.
Referto the the adhesive manufacturers published Installation instructions for adhesive paddy placement details.
Y "INDEPENDENT' paddy placement meanseach individual tile is bonded to the Channel Metal in its own, single
foam paddy; the head laps are not bonded. This method is limited to 2-part the adhesives. Allowable
performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to
ultimate performance.
➢ "INTERDEPENDENT" paddy placement means each individual tile Is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin of safety applied to ultimate performance.
7
x'Y{ 7�.` g '1 t1{ TAME •Pt}(,R7#may
t)>f
r
RM.WC
p�� ti
nnrATONS. VJIZ, PE D`'lirXY
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t t Ut r +i� s+pb tg(
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iSfi�SS
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,�.?dr'RtjliOs
GBSY�s ANTS^# r1;Pd3(: lf'ifl xsF=.t�.r is
Hip/Ridge Metal
Tile
Adhesive
Allowable Performance
Design
MetalType
Type
PlacementM,(ft-lb0
Moment Based
Uplift Based
F'(Ibf)
Hip & Ridge
Channel Metal
galvanized
day or
concrete
3M'" 2-Component Foam
Roof Tile Adhesive AH-160
Independent
p
127
169
Trim Lock
galvanized, Galvalume•,
clay or
3M- 2-Component Foam
Independent
171
159
aluminum or stainless steel
concrete
Roof Tile Adhesive AH-160
Trim Lock Plus
galvanized, Galvalumee,
day or
3M-2-Component Foam
Independent
177
165
aluminum or stainless steel
concrete
Roof Tile Adhesive AH•160
S ��q ,j {�qj ��� "rl f} Lr, tt �Rr9 }�ppryy1}};BJPER � EU1r�rf�ATON
tiy��)$t�l��� � � x 3 {Y r,Fl£r
HVH 'f ROE��HDPfO PA�OG',IA�py��"Nit aS FNi p�}( s� j( ��
iCq�x, �rLu.a s•� �t Six
.�}� �i�� �
,f{»{S�rft���(�f�}-Ya.°
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� 14 y�f�4..',ii �f �{r't�i�{�}��yui�dr�F� �3� �9.
! 4F 1�
nGPJOh".LtfFT)'A1RfAL1YAP+YtflJ,.. t�IZk'(3t�i 3i23t"�.5., _j#nW �i.ia�.�u�d (a.F.Fa�hi`af„k
Hip/Ridge Metal
Tile
Adhesive
Allowable Performance
Design
MetalType
Type
Placement
Moment Based
Uplift Based
M,(ft-Ibf)
F'(Ibf)
Trim Lock or Trim
galvanized, Galvalumee,
clay or
3M-2-Component Foam
Lode Plus
aluminum or stain less steel
concrete
Roof Tile Adhesive AH-I60
Interdependent
95
88
Trim Lock
galvanized, Galvalume•,
clay or
3M'" RoofTlle Adhesive
Interdependent
99
94
stainless steel
concrete
RTA-1
Trim Lock
aluminum
day or
3M-Foam Roof Tile
Interdependent
90
84
concrete
Adhesive RTA-1
Trim Lock Pius
galvanized, Galvalume-,
day or
3M- Foam Roof Tile
Interdependent
90
84
aluminum or stainless steel
concrete
Adhesive RTA-1
Trim Lock
galvanized' Galvaiumee or
day or
TILE BOND -Roof Tile
stainless steel
concrete
Adhesive
Interdependent
123
117
Trim Lock
aluminum
day or
TILE BOND -Roof Tile
Interdependent
79
73
concrete
Adhesive
Trim Lock Plus
galvanized, Galvalume^,
day or
TILE BOND- Roof Tile
Interdependent
79
73
aluminum or stainless steel
concrete
Adhesive
Trim Lock
galvanized, Galvalume^or
day or
Touch'n Seat Starmeond
Interdependent
14b
139
stainless steel
concrete
Roof Tile Adhesive
Trim Lock
Aluminum
day or
Touch'n Seal StormBond
Interdependent
58
54
concrete
Roof Tile Adhesive
Trim Lode Plus
galvanized, Galvalume•,
day or
Touch'n Seal StonnBond
Interdependent
58
54
aluminumor stainless steel
concrete
Roof Tile Adhesive
Exterior Research and Design, LLG Evaluation Report E30240.08.08-R4
Cert%fmte ofAuthorLmdon 49503 FL5374-R4
Revision 4:03/17/2015
Page 4 of 7
'1 TRINITY { ERD
5.3 FOR NON-HVHZ JURISDICTIONS:
5.3.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FRSA/TRI April 2012 (04-12). For Trim Lock Plus
Channel Metal, refer to the installation instructions herein
5.3.2 For non-HVHZ, Installations are limited to projects having hip and ridge design pressure requirements, determined in
accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the the
adhesive manufacturers published installation Instructions for adhesive paddy placement details.
"INDEPENDENT" paddy placement means each individual tile is bondedtothe Channel Metal in its own, single
foam paddy; the head laps are not bonded. This method Is limited to 2-part tile adhesives. This method is limited
to 2-part tile adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2
to 1 margin of safety applied to ultimate performance.
D "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin of safetyapplied to ultimate performance.
IA#
F §l €'Fr(q^ .napp{;,r,roro¢��,I'fABLE}P FDRyhjANt(!6pNONi�}ifi,
L Y'?f} (3-}6 {?vGHXSs,R+�,fi�^r J-S"1 i ,- f %I#:idra ii,1D
M((rz pN xx r ro ti .h4ta s P
tNDEVIMENT�0.3DJt1{ tt t n ENr,x'y.�f }{['a#3}hGf S
�, {YL}RGINDr HfRfADVR !IOMrED�, `ii ?s+:°}'; ?Y�pfkiii lid lit F'..,r. 1, i i1 i n
Hip/Ridge Metal
TileAdhesive
Allowable Uplift
(Ps"
Design
Metal Type
Type
I Placement
Hip &Ridge
Channel Metal
galvanized
clay or
concrete
3M"2-Component Foam Roof
Tile Adhesive AH-160
Independent
169
Trim Lock
galvanized, Galvalumee, aluminum or
clay or
3M'"2-Component Foam Roof
Independent
373
stainlesssteel
concrete
Tile Adhesive AH-260
Trim Lock Plus
galvanized, Galvalumea, aluminum or
clay or
3M"'2-Component Foam Roof
Independent
178
stainless steel
concrete
Tile Adhesive AH-160
pr ':(s0flt3a)E
YIOY'13;i'fhi01}-FIVp�,,fsY�v(MEROEOENDENr�A;Jpy:P.eAMENiI #�#k44Y,�. F�6tt'«r#1 r
x�t4��.$[E26YOaryM,fANCEsIIMR
Li ¢ , ,� I 3> ,
Hip/Ridge Metal
Tile
Adhesive
Allowable Uplift
(Psf)
Design
Metal Type
Type
Placement
Trim Lock or Trim
galvanized, Galvalume', aluminum or
clay or
3M"2-Component Foam Roof
Interdependent
96
Lock Plus
stainless steel
concrete
Tile Adhesive AH-160
Trim Lock
galvanized, Galvalume" or stainless
dayor
3M^ Foam Roof Tile Adhesive
Interdependent
110
steel
concrete
RTA-1
Trim Lock
aluminum
clay or
3M'" Foam Roof Tile Adhesive
Interdependent
93
concrete
RTA-1
Trim Lock Plus
galvanized, Gaiwlume•, aluminum or
clay or
3M'" Foam Roof Tile Adhesive
Interdependent
93
stainless steel
concrete
RTA-1
Trim Lock
galvanized, Galvalume`or stainless
clay or
TILE SOND`"Roof Tile Adhesive
Interdependent
152
steel
concrete
Trim Lock
aluminum
clayor
TILE BOND"' Roof Tile Adhesive
Interdependent
82
concrete
Trim Lock Plus
galvanized, Galvalume•, aluminum or
clay or
TILE BOND'" Roof Tile Adhesive
Interdependent
82
stamlesssteel
concrete
Trim Lock
galvanized, Galvalume• or stainless
clay or
Touch'n Seal StormBond Roof
Interdependent
148
steel
concrete
Tile Adhesive
Trim Lock
Aluminum
clay or
Touch'n SealStorm Bond Roof
Interdependent
61
concrete
Tile Adhesive
Trim Lock Plus
galvanized, Gaivalume•, aluminum or
clay or
Touch'n Seal StormBond Roof
Interdependent
61
stainless steel
concrete
Tile Adhesive
Exterior Research and Design, U.C. Evaluation Report E1D240.08.08-R4
rardpcate ofAurbadzaden"SO FL5374-R4
Revision 4:03/17/201S
Page S of 7
�J TKINIIY I ERD
6. INSTALLATION:
6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ) attached In
accordance with FBC Chapter 23 to the satisfaction of the AHJ.
6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 1144-Inch long x 3/8-inch
head diameter galvanized annular ring shank nails spaced 6-Inch o.c. along both deck -flanges. Fasteners shall be
positioned V inch from the outside edge of each deck -flange, set In a bed plastic roof cement. For FBC HVHZ, refer to
FBC RA5118, Drawing 13, Detail 3; RA5119, Drawing 22, Detail 3; or RAS 120, Drawing 15, Detail 3.
6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons
of tile adhesive centered beneath each 1.5-inch wide deck flange. Place the Trim Lock Plus Channel Metal Into the wet
adhesive and allow it to set-up prior to installation of roof tiles.
View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation
6.3.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the tile adhesive and the underlayment is not
disturbed prior to or during placement of the ridge tiles.
6.3.2 Approved underlayments are the codified '30/90' system or other FBC Approved roof underlayments listing approved
use of the subject tile adhesive.
Exterior Research and Design, I.I.C. Evaluation Report E10240.08.08-R4
CeNfleate ofAuftdmdae 09503 FL537"4
Revision 4:03/17/2015
Page 6 of 7
''��PTR
INJTY ERD
6.4 Tile shall be installed atop the Channel Metal in accordance with the the adhesive manufacturer's Approved, published
Installation Instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and
pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI April 2012 (04-12) or RAS
118, RAS 119, RAS 120 requirements.
Hip / Ridge Tile
Tile Adhesive
Trim Lack Plus
Mortar or Weather Block
Adhesive
Tile Adhesive
Vlew of Trim Lock Plus Channel Metal Installation after Weather Blocked
6.4.1 Channel Metal shall be free of dust, debris, oils or other bond -breaking substance prior to placement of adhesive.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of this product.
8. MANUFACTURING PLANTS:
Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Architectural Testing, Inc. — QLIA1844; (717) 764-7700
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report E30240.08.08-R4
CeWficorec7Authorhodon 49503 FL5374-R4
Revision 4: 03/17/201S
Page 7 of 7
CREEK
TECHNICAL. SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
BORAL ROOFING LLC
7575 Irvine Center Drive
Irvine, CA 92618
(800)669-8453
www.boralamedca.com
Lake Wales, FL
Okeechobee, FL
Certificate of Authorization No. 29824
17520 Edinburgh Or
SCANNED Tampa, FL33647
BY (813)480-3421
St. Lucie County
FLORIDA BUILDINGCODE6'" EDITION (2017)
PRI Construction Materials Technologies (QUA9110)
Issued October 15, 2018
Category:
Roofing
Subcategory:
Roofing Tiles
Code Sections:
1507.3.5, 1507.3.7, 1523.6.5, 1523.6.5.2, 1523.6.5.2.2, 1523.6.6.2.3
Properties:
Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift
Resistance
REFERENCES
Entity
Report No.
Standard
Year
American Test Lab of South Florida Inc (TST3782)
RT0130.01-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0426.01-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.02-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.03-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.04-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.02-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.03-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.04-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0623.04-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Flodda Inc (TST3782)
RT0624.04-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0624.05-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT1210.02-15
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT1210.03-15
TAS 112
1995
ASTM C 1492
2003(2009)
Miami -Dade BCCO (CER1592)
14-0408.06
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
14-0416.12
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
15-0721.04
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
16-0112.07
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
16-0112.08
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
18-0609.16
FBC.(HVHZ)
2017
Miami -Dade BCCO (CER1592)
18-0509.16
FBC (HVHZ) -
2017
Miami -Dade BCCO (CER1592)
18-0509.17
FBC (HVHZ)
2017
Tile Roof Institute
Membership Confirmation
TAS 100
1995
TAS 101
1995
TAS 102 & 102(A)
1995
BOR18003
FL28328
Page 1 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Bermuda (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 3a, Flat profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16" x 10"
BOR18003
l i-16'——li
Y11/T4—'
I�
10'
Y
Figure 1. Bermuda
FL28328
2 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK BORALROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Plantation (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile,. interlocking,. class Ill. concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-1/2" x 13"
Figure 2. Plantation
Saxony 900 Slate, Shake and Split Shake (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13" x 1-5/32" (Slate) or 1-9/32" (Shake and Split Shake)
XkM HOLES
BOR18003
UNMERLOCF:.
Figure 3. Saxony 900 Slate
FL28328
wr-(Smm)
COVF.RLOCA
3 of 12
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Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
NAIL HOLES
NAIL HOLES
LO
BOR18003
Millil
Figure 4. Saxony 900 Shake
Figure 5. Saxony 900 Split Shake
FL28328
BORAL ROOFING LLC
Concrete Roof Tiles
497T(Slate)
4 of 12
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Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
r- CD�C� BORAL ROOFING LLC
I� �y Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Estate "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 1b, low profile,. interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-1/2" x 13"
Nail Holes
Figure 6. Estate
Villa 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 1b, low profile, interlocking, class III concrete roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17.0" x 13" x2-1/8"
1"
Figure 7. Villa 900
12
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ING LLC
CREEK BORA Concrete
Roof Tiles
TECHNICAL SERVICES, LLC
Barcelona 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type la, high profile, interlocking, class III, 'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13" x 3-5/8"
0
sre
M
Figure 8. Barcelona 900
Galena Spanish "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck), mortar set or adhesive set applications
Dimensions: 17" x 10" x 2.7"
Fastener Holes
17"
10"
Figure 9. Galena Spanish "S"
BOR18003 FL28328 Page 6 of 12
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Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK BORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Spanish "S" Nuevo (Lake Wales)
Profile/Description: ASTM C 1492,.TAS 112 Type 2a, high profile,. interlocking, class III 'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 9-3/4' x 2-27/32"
Fastener Holes
17"
9-3/4"
Figure 10. Spanish "S" Nuevo
APPLICATION METHOD
Installation
Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance
Slope:
with the recommendations of the FRSA/TRI Florida High Wind Concrete and Clay Roof
Tile Installation Manual, Fifth Edition Revised or RAS 118, RAS 119, or RAS 120, as
applicable.
Solid or closely fitted min. 15/32-inch plywood sheathing for new and existing construction
Roof Deck:
at max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max.
24 in. span; Designed by others in accordance with FBC requirements.
Underlayment:
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
shall be installed as described in RAS 118, RAS 119, or RAS 120, as applicable.
BOR18003 FL28328 Page 7 of 12
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Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Data for Attachment Calculations for Direct,to Deck Applications
Nominal Weight(W) and
Aerodynamic
Restoring Moments due to Gravity - M9 (ft-lbf) '
Dimensions (I x w)
Multipliers
Direct Deck
Roof Tile
e
A (fts )
W (lbf) •
I (ft)
w (tt)
Direct Deck
3°:12"
4":12°
5":12"
6":12"
>7°:12"
Application
Bermuda
9.7
1.33
0.833
0.205
6.97
6.86
6.71
6.54
6.35
Plantation
11.6
1.375
1.08
0.289
7.79
7.67
7.52
7.32
7.04
Saxony 900
10.9
1.417
1.08
0.315
7.62
7.5
7.34
7.16
6.95
Estate "S"
10.0
1.375
1.08
0.289
6.74
6.64
6.50
6.33
6.14
Villa 900
10.9
1.42
1.08
0.315
7.62
7.50
7.34
7.15
6.95
Barcelona
11.5
1.417
1.08
0.301
7.00
6.90
6.76
6.60
6.42
900
Galena
Spanish "S"
8.5
1.42
0.833
0.235
6.13
6.03
5.89
5.74
5.57
Spanish "S"
8.95
1.417
0.8125
0.233
5.93
5.83
5.70
5.56
5.39
Nuevo
Data for Attachment Calculations for Batten Applications
Nominal Weight. (W) and
Aerodynamic
Multipliers
Restoring Moments due to Gravity - M9 (ft-Ibf)
Roof Tile
Dimensions(Izw)
A (fts )
Direct Deck
W (lbf)
I (ft)
w(ft)
Batten
3^;12"
4°:12°
5":12"
6°:12°
>7":12°
_
Application
Bermuda
9.7
1.33
0.833
0.189
6.53
6.43
6.29
6.14
5.97
Plantation
11.6
1.375
1.08
0.267
6.85
6.75
6.61
6.44
6.26
Saxony
10.9
1.417
1.08
0.291
-
6.61
6.48
6.31
6.13
900
Estate "S"
10.0
1.375
1.08
0.267
5.91
5.82
5.70
5.56
5.40
Villa 900
10.9
1.42
1.08
0.291
-
6.56
6.42
6.26
6.08
Barcelona
11.5
1.417
1.08
0.286
6.19
6.19
6.06
5.92
5.76
900
Spanish
8.95
1.417
0.8125
0.215
5.30
5.21
5.09
4.96
4.82
S" Nuevo
BOR18003 FL28328 Page 8 of 12
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment Resistance Expressed as a Moment for Mechanically Fastened Applications
.Tile Fastener,
Roof Tile
Direct Deck
Direct Deck
Type
Count
Size
Shank? -
Clip
(min. 15132"
(min.r19/32'
Battens
plywood)
plywood) _,
.
Nail
2
10d
Ring
N/A
30.9
38.1
17.2
Nail
1
10d
Smooth
N/A
7.3
9.8
4.9
or Screw
Nail
2
10d
Smooth
N/A
14.0
18.8
7.4
or Screw
Screw
1
#8
N/A
N/A
30.8
30.8
18.2
Bermuda,
Screw
2
#8
N/A
N/A
51.7
51.7
24.4
Plantation or
Saxony 900
Nail
1
10d
Smooth
Field
24.3
24.3
24.2
or Screw
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nail
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
Eave
31.9
31.9
32.2
or Screw
Nail'
2
10d
Ring
N/A
50.3
65.5
48.3
Nail
2
10d
Ring
N/A
27.8
37.4
28.8
Nail
1
10d
Smooth
N/A
8.8
11.8
4.1
or Screw
Nail
2
10d
Smooth
N/A
16.4
21.9
7.1
or Screw
Screw
1
#8
N/A
N/A
25.8
25.8
22.9
Estate
Villa 900 00
Screw
2
#8
N/A
N/A
47.1
47.1
49.1
Nail
1
10d
Smooth
Field
24.3
24.3
24.2
or Screw
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nail
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
Eave
31.9
31.9
32.2
or Screw
Estate "S"
Nail'
2
10d
Ring
N/A
43.0
67.5
50.9
Continued on following page
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment ResistanceExpressed as a Moment for Mechanically Fastened Applications
Tile Fastener
Mf (ft-lbf)
Roof Tile
Direct Deck'.
Direct Deck
Type
Count
Size.
Shank
Clip
(min. 1613T
(min. 19/32" :
Battens
plywood)
plywood)
Nail
2
10d
Ring
N/A
28.6
41.2
19.4
Nail
1
10d
Smooth
N/A
5.1
6.8
2.8
or Screw
Nail
2
10d
Smooth
N/A
6.9
9.2
7.3
or Screw
Screw
1
#8
N/A
N/A
20.7
20.7
18.1
Barcelona 900,
Galena or
Screw
2
#8
N/A
N/A
43.2
43.2
29.8
Spanish "S"
Smooth
Nuevo
Nail
1
10d
or Screw
Field
23.1
23.1
19.0
Nail
1
10d
Smooth
Eave
29.3
29.3
24.0
or Screw
Nail
2
10d
Smooth
Field
27.6
27.6
38.6
or Screw
Nail
2
10d
Smooth
or Screw
Eave
38.1
38.1
41.8
Nail'
2
10d
Ring
N/A
33.1
48.1
45.2
Notes: 1) Not for Saxony 900, Villa 900 or Barcelona 900. Installation with a 4" the headlap and fasteners are located a min. 2-1/2"
from head of tile.
2) When using only one fastener, use the hole that is approximately 4-314" away from interlocking edge.
3) Direct Deck applications only.
Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set
Roof Tile
Adhesive"
Product Approval
Paddy
Cunt
Average Paddy -
Weight (grams)
Mf (ft-lbf)
Dow Chemical TILE BONDM
NOA 16-0222.01
2
13.9
31.3
Bermuda,
Planation and
Saxony 900
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
31.3
1
24
40.4
1
45
118.9
Saxony 900
DAP Foam Inc. Touch N' Seal®
Storm Bond TM 2 Two -Component
NOA 17-0829.12
2
8
59.0
1
24
45
1
45
93
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
43.9
Dow Chemical TILE BONDTM
NOA 16-0222.01
2
11.4
26.1
Estate "S" or
Villa 900
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
26.1
1
24
45.5
1
54
86.61
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
20.6
Villa 900
DAP Foam Inc. Touch N' Seal®
Storm Bondi" 2iwo-Component
NCA 17-0829.12
2
8
55
1
30
40
1
60
70
BOR18003 FL28328 Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment Resistance Expressed as a Moment for Adhesive, or Mortar Set
Roof 'Tile
Adhesive
Produd Approval''
Paddy
Count
Average Paddy
Weight (grams)
Mf (Count
Dow Chemical TILE BONDT°'
NOA 16-0222.01
2
10.7
29.3
Barcelona 900,
Galena Spanish
"S° or Spanish
"S° Nuevo
ICP Adhesives PolysetAH-160
NOA 17-0322.03
2
8
29.3
1
24
38.7
1
63
66.5
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
24.5
Barcelona 900
DAP Foam Inc. Touch N' Seal®
Storm Bond'TM 2 Two -Component
NOA 17-0829.12
2
8
66.0
1
30
63
1
i 60
82
Notes: 1) See manufacturer's product approval for installation requirements.
LABELING
1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows:
BOR18003
Manufactured in Lake Wales, FL
Manufactured in Okeechobee, FL
OR
ENTEERA
FL28328
12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
vFZZA BORAL ROOFING LLC
CREEK
Concretee Roof Roof Tiles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Installation of the evaluated products shall comply with FBC Section 1507.3, FRSAlfRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturer's published
application instructions. Installations in the HVHZ shall comply with RAS 118, RAS119 and RAS 120.
3) All products listed in this report shall be manufactured under quality assurance program in compliance with
Rule 61020-3.
4) All product listed in this shall tested quarterly in accordance with TAS 112 Appendix A.
5) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of
50 or greater as illustrated in ASTM C 1492-03, figure 1 (see below).
so
MODERATE WEATHERING
SEVERE WEATHERING
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building
Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
Iq t 11 ri,
J P
P G E N
No 74021
2018.10.15
:� STATE OF : rLC/� 19:51:52
04'00'
Zachary R. Priest, P.E.
SiONA;p� % Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor vdll acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor wiil acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
FL28328
12 of 12
I nls evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
NEORECta.
SCANNED Certrficate of authorization#32455
BY 353 Christian Street, Unit #13
St. Lucie County oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Boral Roofing
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
(602)269-2288
Evaluation Report M35710.12.10-R11
FL14317-R10
Date of Issuance:12/21/2010
Revision 11:10/12/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product underthe Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Boral Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 8
Prepared b
m^^""."•
Robert J.M. Nieminen P.E.
The famimlle seal appearingwas authorized by Robert
�•`'o
Florida Registration No. 59166, Florida DG4 ANE1983
'x:n..:,,:,:::• Nieminen, 10/12/2018. This does not serve as an
' electronically signed document.
CEFmncA'nON OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEMOletc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, have demonstrated
compliance with the following sections of the 6'h Edition (2017) Florida Building Cade through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations
/ Conditions of Use set forth herein.
1504.3.1 Wind Uplift UL 1897 �2012
1507.1.1, T1507.1.1, Physical Properties ASTM D1976 2015
1507.2.9.2
1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012
ERD (TST 6049)
Physical Properties
M36790.07.11
09/30/2011
ERD (TST 6049)
Physical Properties
B40380.08.12
08/28/2012
ERD (TST 6049)
Tensile Adhesion / LTA
C41420.09.12-2
09/11/2012
ERD (TST 6049)
Adhesion
341940.09.12
09/13/2012
ERD (TST 6049)
Tensile Adhesion / LTA
B47390.07.14-1
07/31/2014
ERD (TST 6049)
Tensile Adhesion / LTA
B47390.09.14
09/04/2014
OC(PDM1838)
Physical Properties
Equivalency statement
11/02/2017
PRI (TST 5878)
ASTM D1970
NEI-031-02-02:REV
10/27/2010
PRI (TST 5878)
ASTM D1970
NEI-029-02-01:REV
12/03/2010
PRI (TST 5878)
Tensile Adhesion / LTA
NEI-046-02-01REV
12/17/2010
PRI (TST 5878)
FRSA/TRI April 2012
NEI-076-02-01
02/14/2011
PRI (TST 5878)
ASTM D1970
NEI-034-02-02
01/29/2013
PRI (TST 5878)
Wind Uplift
BORR-001-02-01
03/17/2015
PRI (TST 5878)
Wind Uplift
BORR-005-02-01
06/24/2015
PRI (TST 5878)
Tensile Adhesion / LTA
DAPF-002-02-01
03/08/2018
PRI (TST 5878)
ASTM D1970 (adhesion)
OCF-443-02-01
10/11/2018
UL, U.C. (QUA 9625)
Quality Assurance
Service Confirmation
Exp. 08/21/2020
4.1 Boral® TileSeal 50' is a nominal 50-mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof
underlayment; meets ASTM D3970.
Yj4.2 BoralO TileSeaiw is a nominal 60-mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI 04-12.
4.3 BoralO MetalSealw is a nominal 60-mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI 04-12.
4.4 GatorSeal® is a nominal 55-mil thick, granular -surfaced, fiberglass reinforced, self -adhering SBS modified bitumen
roof underlayment; meets ASTM D1970.
CA4.5 Citadel® Plus is a nominal 48-mil thick, fabric -surfaced, fiberglass reinforced, self -adhering SBS modified bitumen
roofing underlayment for use as a base -layer in multi -ply underlayment systems; meets ASTM D1970.
NEMO ETC, LLC Evaluation Report M3S730.12.10-RSI
CertijVw ofAuthorf:ation N324S5 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RlD
Boral Roof Underlayments: (602) 269-2288 Revision 11: 10/12/2018
Page 2 of 8
ONEMOletc.
5.1 This is a building code evaluation. Neither .NEMO-ETC, LLC nor Robert Nieminen,P.E. are, in anyway, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for
fire ratings of this product.
5.4 Boral Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers: Table 1 pertains to use of each listed underlayment by -itself beneath the stated roof
covers. Refer to the installation instructions for multi -ply underlayment options.
TABLE I:
ROOF COVER OPTIONS
Undedayment
Asphalt
Nail -On Tile
Adhesive -set..
Metal
Wood Shakes
Slate
Shingles
Tile
&Shingles
Boral Tile5eal 50w
Yes
No
No
Yes
Yes
Yes
BoralTileSealw
Yes
Yes
Yes
Yes
Yes
Yes
(See 5.5.1)
Boral MetalSeaiw
Yes
Yes
Yes
Yes
Yes
Yes
(See 5.5.1)
GatorSeal
Yes
No
No
No
Yes
Yes
5.5.1 "Adhesive -set Tile" is limited to use of following Approved tile adhesives if underlayment combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONS'
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof Tile Adhesive
FL14506
Boral TileSeal"r or Boral MetalSeal"r
DAP Foam Touch'n Seal StormBond 2Two-Component
FL21374
Boral TileSeal"r or Boral MetalSeal"r
Polyurethane Roof Tile Adhesive
Dow TILE BOND— Roof Tile Adhesive
FL22525
Boral TileSeal"r or Boral MetalSealRr
ICP Adhesives Polyset® AH-160
FL6332
Boral TileSeal"r or Boral MetalSealw
ICP Adhesives Polyset® RTA-1
FL6276
Boral TileSealw or Boral MetalSeal"r
I Refer to rile Manufacturer's orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report M35710.12.10-R11
Ceniflc a ofAorhonzation 02455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FLM17-R10
Boral Roof Underlayments; (602) 269-2288 Revision 11: 10/12/2018
Page 3 of 8
NNEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Citadel Plus, Boral TileSeal 50"T, Boral TileSeal"T, Boral MetalSeal"T or GatorSeal:
➢ Plywood (unprimed or primed with ASTM D41 primer).
Boral TileSeal' or Boral MetalSeal"T:
➢ OSB (unprimed or primed with ASTM D41 primer).
Note: Refer to Section 5.6.4 for uplift limitations associated with direct -deck underlayment installations where the
overlying roof cover is adhesive -set tile roofing
5.6.2 Bond to Base Laver Underlayment:
Citadel Plus, Boral TileSeal 50"T, Boral TileSealHT, Boral MetalSeal"T or GatorSeal:
➢ ASTM D226, Type II felt; Citadel Plus.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under adhesive -set tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested
in accordance with FBC 1504.3.1.
5.6.3 Bond to Other Substrate Types:
Citadel Plus, Boral TileSeal 50HT I Boral TileSeal"T, Boral MetalSealHT or GatorSeal:
➢ ASTM D41 primed metal (e.g., flashing metal, valley metal, etc.).
Boral TileSealHT:
➢ Huber Zip Deck (unprimed or primed with ASTM D41 primer); Dens Deck Prime.
Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval.
5.6.4 Wind Resistance for Underlavment Systems in Adhesive -set Tile Applications: FRSA/TRI April 2012 (04-12) does
not address wind uplift resistance of all underlayment systems beneath adhesive -set tile systems, where the
underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems
that are not addressed in FRSA/TRI April 2012 (04-12) and are used in adhesive -set tile applications. Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the
ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer
to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads
#1 Maximum Design Pressure=-120.0 post:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41 to the plywood deck
Base Ply:. Citadel Pius, self -adhered
Cap Sheet: BoralTileSeal"Tor Boral MetalSealHT, self -adhered, and back -nailed within the selvedge -edge side laps
using 12 ga. x 1'/." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#2 Maximum Design Pressure=-142.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Ply: None
Cap Sheet: Boral TileSealw or Boral MetalSeal"T, self -adhered and back -nailed within the selvedge -edge side laps
using 12 ga. x 1Y.." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
NEMO ETC, LLC Evaluation Report M35710.12.10-RSI
Certificate of Authuri:ation#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RlO
Boral Roof Underlayments; (602) 269-2288 Revision 11: 10/12/2018
Page 4 of 8
ONEMOletc.
#3 Maximum Design Pressure=-202.S psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of .Authority Having
Jurisdiction.
Primer: Tropical Roofing Products #410 Quick Dry Primer or other ASTM D41 primer to the plywood deck
Base Ply: None
Cap Sheet: Boral TileSealw or Boral MetalSeallr, self -adhered, and back -nailed within the selvedge -edge side laps
using 12 ga. x 1Y4" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure = -210.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: KARNAK #89 Sta-Tak Primer to the plywood deck
Base Ply: None
Cap Sheet: Boral TileSeal"T or Boral MetalSealn self -adhered, and back -nailed within the selvedge -edge side laps
using 12 ga. x 1W ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-Inch o.c.
#5 Maximum Design Pressure=-120.0 psf:
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: ASTM D41 to the concrete deck
Base Ply: (Optional) Citadel Plus, self -adhered
Cap Sheet: Boral TileSeal"DorBoral MetalSeallr,self-adhered
5.6.4.1 Note: For adhesive -set tile systems, if there is a base ply or mid -ply of Citadel Plus in the system, the project design
pressure requirements may not exceed -120 psf.
5.7 Exposure Limitations:
GatorSeal shall not be left exposed for longerthan 30-days after installation, prior to placement of final roof cover.
Boral TileSeal SO"r, Boral TileSealw or Boral MetalSealw shall not be left exposed for longer than 180-days after
installation, prior to placement of final roof cover.
Citadel Plus, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than
180-days after installation, priorto placement of subsequent underlayment layer.
5.8 Tile Slippage Limitations 1FRSA/TRI April 2012 (04-1211:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Install self -adhering underlayment when ambient and surface temperatures are minimum 40"F and rising.
NEMO ETC, LLC Evaluation Report M35710.12.10-R11
Certificate OfAuthanzanan M32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RSO
Boo] Roof Underlayments, (60Z) 269-2Z88 Revision 11: 10/12/2018
Page 5 of 8
ONEMOletc.
6.4 Citadel Plus:
6.4.1 Citadel Plus is limited to use as a base or mid -layer in multi -ply underlayment systems beneath Boral TileSeal 50"r,
Boral TileSeal' or GatorSeal.
6.4.2 Slope limitations are those associated with the top -layer underlayment.
6.4.3 Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by %-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place
the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with
a weighted roller.
Fasten the top edge of the sheet to the deck with corrosion resistant roofing nails, nails & tin -tags or 1-inch
diameter plastic or steel cap nails spaced maximum 12-inch o.c. Overlap successive courses the entire width of the
black -selvedge area, minimum 2 inches (horizontal lap) and minimum 6" end (vertical) laps.
Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50HT, Boral
TileSeal"', Boral MetalSealw or GatorSeal.
6.4.4 To Base Sheet:
Install base sheet of ASTM D226, Type II felt in accordance with Code requirements or install base ply of Citadel
Plus in accordance with Boral Roofing published installation instructions and Section 6.4.3 and when used as part
of a multi -ply system.
Install optional Citadel Plus as a mid -ply in accordance with Boral Roofing published installation instructions and
Section 6.4.3.
Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50HT, Boral
TileSeal"' or GatorSeal.
Note: For adhesive -set tile systems, if there is a base ply or mid -ply of Citadel Plus in the system, the project design
pressure requirements may not exceed-120psf.
6.5 Boral TileSeal 50BT:
6.5.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.2.1 for
the type of prepared roof covering to be installed.
6.5.2 Do not use Boral TileSeal 50HT on roof pitches less than 2:12.
6.5.3 Non -Tile Applications, Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by X-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place
the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with
a weighted roller.
Fasten the black selvedge edge to the deck with corrosion resistant roofing nails, nails & tin -tags or 1-inch diameter
plastic or steel cap nails spaced maximum 24-inch o.c. for slopes below 7:12 and maximum 12-inch o.c. for slopes
7:12 and greater. Overlap successive courses the entire width of the black -selvedge area, minimum 3-inch.
Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam
method detailed in Boral Roofing published installation instructions.
NEW ETC, LLC Evaluation Report M35730.12.10-R31
Certificate ofAuthorirotlan #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-R10
Boml Roof Underlayments; (602) 269-2298 Revision 11: 10/12/2018
Page 6 of 8
ONEMOletc.
6.5.4 Non -Tile Applications. to Base Sheet:
Install ASTM D226, Type II felt in accordance with Code requirements or install Citadel Plus in accordance with
Boral Roofing published installation instructions and Section 6.4.
Install Boral TileSeal 5V in accordance over ASTM D226, Type II felt or Citadel Plus with Boral Roofing published
installation instructions and Section 6.5.3, except end (vertical) laps, described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous underside is in
contact with the fabric top surface, rolling the interface into place with a weighted roller.
6.6 GatorSeal:
6.6.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be installed.
6.6.2 Do not use GatorSeal on roof pitches less than 2:12.
6.6.3 Non -Tile applications. Direct to Deck:
Cut the membrane into manageable lengths, typically SO to 12 ft. Align the membrane parallel to the roof edge,
extending over by %-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place
the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with
a weighted roller.
Fasten the black selvedge edge to the deck with corrosion resistant roofing nails, nails & tin -tags or 1-inch diameter
plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater.
Overlap successive courses the entire width of the black -selvedge area, minimum 3-inch.
Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self -adhering
bituminous underside is in contact with the granular or mineral top surface, rolling the interface into place with a
weighted roller, or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions.
6.6.4 Non -Tile Applications. to Base Sheet:
Install ASTM D226, Type II felt in accordance with Code requirements or install Citadel Plus in accordance with
Boral Roofing published installation instructions and Section 6.4.
Install GatorSeal overASTM D226, Type II felt or Citadel Plus in accordance with Boral Roofing published installation
instructions and Section 6.6.3 except end (vertical) laps, described below.
Apply SBS Mastic under all side (vertical) laps or any other laps where the self -adhering bituminous underside is in
contact with the granular top surface, rolling the interface into place with a weighted roller.
6.7 I' Boral TileSealHT or Boral MetalSeal"!:
6.7.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be installed.
6.7.2 Do not use Boral TileSealHT or Boral MetalSeaF on roof pitches less than 2:12.
6.7.3 Non -Tile Applications. Direct to Deck:
For OSB substrate, prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane into
manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by X-inch.
Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the
exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller.
Fasten the black selvedge edge to the deck with roofing nails, nails & tin -tags or 1-inch diameter plastic or steel
cap nails spaced maximum 12-inch o.c. Overlap successive courses the entire width of the black -selvedge area,
minimum 3-inch.
Seal under all end (vertical) laps using approved mastic or use Inverted Sheet Seam method detailed in Boral
Roofing published installation instructions.
NEW ETC, LLC Evaluation Report M35710.12.10-R31
Certificate o7AuMorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FU4317-R30
Dotal Roof Underlayments: (602) 269-2288 Revision 11: 10/12/2018
Page 7 of 8
ONEMOletc.
6.7.4 Non -Tile Applications. to Base Sheet:
Install ASTM D226, Type II felt in accordance with Code requirements or install Citadel Plus in accordance with
Boral Roofing published installation instructions and Section 6.4.
Install Boral TileSeal' or Boral MetalSeal"r over ASTM D226, Type II felt or Citadel Plus in accordance with Boral
Roofing published installation instructions and Section 6.7.3, except end (vertical) laps, described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous underside is in
contact with the fabric top surface, rolling the interface into place with a weighted roller.
6.7.5 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s),
Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
Note: For adhesive -set tile systems, if there is a base ply or mid -ply of Citadel Plus in the system, the project design
pressure requirements may not exceed -120 psf.
Refer to Section 5.9 for tile staging limitations. Battens must be used for all tile installations atop Boral TileSeal"T
or Boral MetalSeal"rwith roof pitches of 2%to less than 3:12. Boral Roofing's Elevated Batten System or counter
battens are required.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Brentwood, NH
UL, LLC.—QUA9625; (631) 546-2458; Kanchi.Aerawala-DokaniaCdul.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report M35710.12.10-R31
Cerrijimre ofAud orizadon #32455 67' EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RSO
Boral Roof Underlayments; (602) 269-2288 Revision 11: 10/12/2018
Page 8 of 8