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d
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P a,tt Tno.n-al l+em, > Q@An or aeo'at on search > 9no cat on a zt I Application Detall J�A By
NE�
+a`.t`-it'it.-';'� FL FL30674-R12 �t ! ucie County
z3"..=..u. ,.,..,, ,...c r,
Application Type Revision
Code Version 2014
Application Status Approved
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
THESE PLANS AND ALL PROPOSED WORK
Comments Archived ARE SURJ,FZT TO ANY CORRECTIONS
I ��
`REQUIRED BY FIELD INSPECTORS THAT
Product Manufacturer Owens Corning MAY BE NEC29SARY IN OROLR TO
Address/Phone/Email One Owens Toledo, OH 43659 Corning Parkway COMPLY WITH ALL APPLICAOLE CODE9r
(740) 404-7829
greg.keeler@owenscorning.com
.Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant Q Q�
Address/Phone/Email 1 Owens Corning PKWY V
fslil
Toledo, OH 43659 ST, UOIE COU TY
(419) 376-8360 OUILDINO DIVISION
mel.sancrant@owenscornig.com REVIEWED
POR COMPL
Quality Assurance Representative REVIEWED 6Y
Address/Phone/Email DATE.
PLAN ND PERMIT
Category Roofing MUST BE KEPT ON JOB OR
Subcategory Asphalt Shingles NO INSPECTION WILL BE MADE
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert I.M. Nieminen CONOML91 FASTENERS ORATrACHOB
the Evaluation Report ppETHEAE$pONSI81L1iY0FiHE
Florida License PE-59166
Quality Assurance Entity UL LLC CONTRACi0A0FAEC0A0
Quality Assurance Contract Expiration Date 08/20/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of independence FLU 074 R17 COI 2G16 01 COI N,=mmen odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtBNbEY5 V b/o2... 1 / 19/2017
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/18/2016
04/19/2016
04/20/2016
06/08/2016
FL #
Model, Number or Name
Description
10674.1
Owens Corning Asphalt Roofing
3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge
Shingles and Starters
shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10674 R12 11 2016 04 EINI�[,R Q9 A PHA T
SHINGLES FL10674-R12.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert 1. M. Nieminen PE - 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section S.
Evaluation Reports
EL10674 R12 AE 2016 04 FINAL ER QC ASPHALL
HIN LES FL10674-R12.Ddf
Created by Independent Third Party: Yes
Back Nert
contacLSH :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5Vb/o2... 1 /19/2017
TRINITY ERD
EVALUATION REPORT
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
.FAX: (203) 262-9243
Evaluation Report 037940.02.12-117
FL10674-1112--u; -
Date of Issuance:02/06/2012
Revision 7: 04/18/2016
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 Sth Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
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. TrinityjERD 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 "Trinityl 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.
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 by:
Robertl.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The f.c.W e...I appearing w.,..ftrled by Hobert Nieminen,
P.E. on WHIMS. Tht, doe. not serve n an elewoNully,i,ned
doament Signed, sealed hvd.p4, have been committed m vhe
Pm =Apprnwl Admi.Mrator and m the mmed [pent
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinityl 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 Trinityl 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.
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
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
Prooertv
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM 03161
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2008
3. REFERENCES:
Entity
Examination
Reference
Date
UL LLC (CER9626)
Physicals & Wind Resistance
File R2453, Vol. 3
02/15/2007
UL LLC (CER9626)
Physicals & Wind Resistance
20120516-R2453
05/16/2012
UL LLC (TST9628)
Physical Properties
06CA20263
04/18/2006
UL LLC (TST9628)
Wind Resistance
11CA34308
02/18/2012
UL LLC (TST9628)
Physicals & Wind Resistance
4786093137
02/01/2014
UL LLC (TST9628)
Wind Resistance
4785126532
02/10/2014
UL LLC (TST9628)
Physical Properties
Classification letter
02/13/2014
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami -Dade (CER3592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation, R2453
Exp. 08/20/2017
4. PRODUCT DESCRIPTION: 4.1 Asphalt and Supreme
8 p gH�, C PY
4.1.1 Classic and Su eme are fiber lass reinforced, 3-tab as halt roof shin les
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Devonshire" are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinitione Duration, Duration Premium Cool, TruDefinition Duration Designer Color
Collection, TruDefinition Oakridge, Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles. C=O "
4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starterstrips for asphalt roof shingles.
S. LIMITATIONS:
5.1 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.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12•117
Cea fkate of Aatharlration 49903 FL10674-R12
Revision 7: 04/18/2016
Page 2 of 8
6.
FLE COPYTRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R9O5.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Va,d =150 mph (Vui, = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R9O5.2.6.1 to ASTM D3161, Class F, indicating the shingles are
acceptable for use in all wind zones up to Veto = 150 mph (V,h = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G2O-3.
INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G2O-3, per FBC Sections 1507.2.3, 1507.2.4 or R9O5.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R9O5.2, with the following
exceptions:
➢ Berkshire shingles require minimum five (5) nails per shingle.
➢ WeatherGuard HP shingles require minimum six (6) nails per shingle.
➢ Devonshire," shingles require minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R9O5.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing— Starter Strip Shingle and Starter Strip Plus:
Felt underlavment
Deck
Self -adhered
weathertocke
undedaynlent
oapp
Drip edge
9
Nails located
2"'6" ham save
Install ritst -
6ellsealin adhesive
Starter 51J
�,V
shingle '...
posillonedgalong save
V42
6, removed ganef Strip shingle ovedlangs eaves and rakes Sk"A"
Exterior Research and Design, LLC.
Certipmte ofAuthorization 09503
Fee andedaymem
y Deck Sdredhetad
Maladosk9
undedayment
- t
Drip edge
coca
Na6lorated
2'-Thomeave
Sdaeal'ing edhe9a.
Insulfiist Starter Strip Pao
podtipned don
weh6-removed--------^a.-
Stan., Stop Me, ovuhangs eaves and takes 114'-3W
Evaluation Report 037940.02.12-R7
F1.10674-R12
Revision 7: 04/18/2016
Page 3 of 9
6.2.6 Minimum Nailing — Classic" &Supreme:
I Normal M
.
-
.a
d
or Area pars
Wind Areas High Wind desven•s y
Are. pare rientos normefea Aran. rienroe tuertas
r (AI t• Ft. a• Ia fz. t.
11' 11'
�I
5'Expa.ure
Eapa.icfdn
Seahid strip
La th de,0ada
—• s •--s • r---r I .—r
R4i' I 9Yf I 9Yf aw t l"
Standard Fastening Pattern
TRINITY ERD
Normal Mansard or Area par.
Wind Area. High Wind de.r.nef V
Area pare Kontos normales Area. Want.. reerto.
t' IAI r t• x• IB z' t'
tz t 121
5 54' Exposure
Exposicidn
Sealantsnip
La @a de senador
SW 8 41" d Yf
1 I'
r
r
6-Nail Fastening Pattern
Scahm side
La tua do sdhdor
�a—fie.•—:•
r a Yfg
••�aa--:•
Vf a 4f
t'
r
Lj
r
__
•�
i
AgJad roolMg cemem
Cursnto d.Iccda do esbda
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization 99503 FL10674-R12
Revision 7: 04/18/2016
Page 4 of 8
6.2.8 Minimum Nailing —Devonshire':
8^ 8^ g^ I 7" I 1"
N.
T , a.w•
5.5/8' exposure Sealant location
Exposicidn de 5.5/8 pull;Uhiwd6n del sellador
Standard 6-Nail Fastening Pattern
TRINITY ERo
Nails
r
sv
sv
Ten 1"Spots of Asphah Roof Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Durationm Premium Cool & TruDefinition• Duration•
Designer Color Collection:
4Nall Fastening Pattern
SunMaltB hso-n�ng ana NM
N^a.hplal
IV T
Standard Fastening Pattern
6-Nall Fastening Pattern
F g an a Nau
1 gae.lyµal
G1T 1�-
6-Nall Fastening Pattern
Fastening for Slopes Greater Than 21:12
eN.I1F I..l.nAa .�u NaT
EL 0..
xM hc�w
�T
.-spoA of a.pwr�oer^s c.m.m
Mansard or Steep Slope Fastening Pattern
2512=3,
ME
0,
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R7
Certi7(mte of4uthorhation 09503 FL1D674-R12
Revision 7: 04/18/ZO16
Page 5 of 8
6.2.1 Minimum Nailing—TruDefinition•Oakridge®, Oakridge°:
4 Nail Pattern
Esquevna con 4 elavos
r r
la— IT
55/8"Fxpoaure Nans 55/g"Exposure
ErposidM de 55/8pulg. Claws Sxpatieidn de 55/8pulg.
Standard Fastening Pattern
I r
TRINITY ERD
6 Nail Pattem
Esquema can 6 efavos
r t'
IE or —nl ♦ t— tr —nl
Nails 5SIT Exposure
55/8"Exposure Clam
Erpos(dcn de 55/8yu1g. Exposiddn de 65/9➢ulg.
6-Nail Fastening Pattern
Fastening for Slopes Greater Than 2II12
wn•n»e:wwe u•sxmn �
.. f e•n.bplui
poen�e c•m•m
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing— WeatherGuard® HP:
Exterior Research and Design, LLC.
Certificate of Authorization 99503
t• t single Bldg
i/I
.r::• •:C•i• Cr.. il�sawdr ply {ice
Qw�wil5rsi ¢Wn
F LE U`-OPY
Evaluation Report 037940.02.12-117
FL10674-R12
Revision 7: 04/18/2016
Page 6 of 8
TRINITY ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles and
ProEdge Hip & Ridge Shingles shall comply with the manufacturers current published instructions, using four
(4) nails per shingle. Installation of DuraRidgeT" Hip & Ridge Shingles shall comply with the manufacturers
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand -sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturers published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing —Berkshire* Hip & Ridge and High Ridge:
Fig. i
F mevamownP
pceaiP .�\ a
xapa \ p
\ e9
i
I
\� a p I
9 i i
p 1 I I 1
C I �
0'
EePP2We
\ IN
Fig.2
iopVltw SMe%m
_T xan MI.
I' Y TGPsananaed r lI
Pi .
1'
I
I
I
Fj
�I
1
W
I
1
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
Fig. A
=1Mp Md
�—MINbn
mus -
Exterior Research and Design, L.L.C.
Certificate of Authorization 9903
Fig. C Hip & Ridge Shingle Faslening
Topvkx
,lalk xiltl
i'
Y e` -
t`
r t•
s- EapasuA
,� �•t2
t VIA,
r �� �
Evaluation Report 037940.02.12-R7
FL10674-R32
Revision 7: 04/18/2016
Page 7 of 8
I
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Sealant Strip
4' 6'Expasure
Fasten 7`P
Cover Exposed
Fasteners with
Root Cement
TRINITY ERE)
Standard ^tt.—
Fastening
Pattern r� I •� '-I I• r
ty 1 Sealant
Vit 6' Exposure
6.3.6 Minimum Nailing — DuraRidge' Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
n•raimg wed o6acda,
•-- Ilwaron hxnlmnn duals
Oinzdtnddrie,m prWniln+nu\\may\�\
I 1 1 I
I I
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named CA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. AN R SSU A QUALITY CE ENTITY: LE a
,* P%y
UL LLC ssUAN; (414) 240-6409; karen.buchmann(alul.cam
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate ofAutharizatlan 09503
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 8 of 8
Florida Building Code age 1 of 2
aY ALE
a CIS Home I Log In i User Registration Hot Toplcs i Submit Surcharge I Slats 11 Facts i Publications I FBC Stag i BCIS Site Map L
db;
iProduct Approval
(�r USER: Public User
p SCANNED
Product Approval Menu > Product or Application Search > Application List > Application Detail pyy BY
St
m FL # FL10450-R8 . Lucie COJun
Application Type Revision THESE PLANS AND ALL PROP& D WORK
Code Version 2014 ARE SUBJECT TO ANY CORRECTIONS
Application Status Approved
'REOUIR(°D BY FJELD INSPECTORS THAT
Comments UAY BE NECESSARY IN ORDe#i TO
Archived ❑ COMPLY WITH ALL APPLICABLE COVES.
Product Manufacturer Tarco Roofing
Address/Phone/Email One Information Way
Suite 225
Little Rock, AR 72202
(254) 913-7750
smohseen@tarcoroofing.com
Authorized Signature Shaik Mohseen
smohseen@tarcoroofing.com
Technical Representative Shaik Mohseen
Address/Phone/Email 2403 Taylors Valley Road
Belton, TX 76513
(254) 913-7750
smohseen@tarcoroofing.com
Quality Assurance Representative Shaik Mohseen
Address/Phone/Email 2403 Taylors Valley Road
Belton, TX 78717
(254) 939-3775 Ext 210
smohseen@tarcaroofing.com
Category Roofing
Subcategory Underlayments
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licen
Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Robert Nieminen CONCEALED FASTENERS OR ATTACNM
Evaluation Report
ARE THE RESPONSIBILITY OF
Florida License
PE-59166 THE
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
UL LLC
CONACTOR OF RECORD
10/13/3/2017
John W. Knezevich, PE
® Validation Checklist - Hardcopy Received
FL10450 R8 COI 2016 01 COI Nieminen.odf
Standard
ASTM D1970
ASTM D226
ASTM D3909
ASTM D4869
ASTM D6164
http://www.floridabuilding.org/p-r-/'p-r_ap p _dtI.aspx?p aram=wGEVXQwtDqu... 5/ 18/2017
Florida Building Code OnY
Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
ASTM D6380
FM 4474
FRSA/TRI April 2012 (04-12)
TAS 103
Method 1 Option D
04/18/2016
04/25/2016
06/08/2016
LE CC2 0 PY
FL At
Model, Number or Name
Description
10450.1
Tarco Roof Underlayments
Roof underlayments for use in prepared roof assemblies
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10450 R8 II 2016 04 FINAL ER TARCO UNDERLAYMENT
Approved for use outside HVHZ: Yes
RS.odf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-217.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure herein pertains to
Evaluation Reports
one particular bonded underlayment application for
FL10450 R8 AE 2016 04 FINAL ER TARCO UNDERLAYMEN
use beneath adhesive -set tile systems. Refer to ER
RB.odf
Section 5.6.2 for details, and other bonded
Created by Independent Third Party: Yes
underlayment systems. 2.) Refer to ER Section 5 for
Limits of Use.
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refun
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reques
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13E
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Product Approval Accepts:
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http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu... 5/18/2017
EVALUATION REPORT
Tarco Roofing
One Information Way, Suite 225
Little Rock, AR 72202
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 10880.07.08-118
FL10450-R8
Date of Issuance: 07/11/2008
Revision 8: 04/18/2016
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 5" Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Tarco Roof Underlayments
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. TrinityJERD 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 I 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.
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 10.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorbed by Robert Nieminen,
P.E. on 04/18/2016. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Pmded Approval Adminotrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinityl 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 TrinitylERD 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.
LOA PEI
I'MIM
�J TRINITY I ERD
ROOFING COMPONENT EVALUATION: L
k+�• ( OP �]1. SCOPE:�\Y�•//y�
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Tarco, 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
Pro a
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2004
1507.2.3, 1507.3.3, 1507.5.3,
Physical Properties
ASTM D226
2006
1507.7.3, 1507.8.3, 1507.9.3
1507.2.3, 1507.2.8, 1507.4.5.1,
Physical Properties
ASTM D4869
2005
1507.4.5.2, 1507.5.3, 1507.5.3.2,
1507.7.3, 1507.7.3.2, 1507.8.3,
1507.8.3.2, 1507.9.3, 1507.9.3.2
1507.2.4, 1507.2.9.2, 1507.5.3,
Physical Properties
ASTM D1970
2009
1507.7.3
1507.2.9.2
Physical Properties
ASTM D3909
1997
1507.2.9.2, 1S07.3.3
Physical Properties
ASTM D6380
2003
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1507.11.2
Physical Properties
ASTM D6164
2005
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
ASTM D6164
T6470.08.07-R1
08/30/2007
ERD (TST6049)
FM 4474
T6460.06.07-R1
10/09/2007
ERD (TST6049)
ASTM D1970
T30160.08.09
08/14/2009
ERD (TST6049)
TAS 103
T33190.08.10
08/06/2010
ERD (TST6049)
ASTM D1970
T32530.08.10
08/17/2010
ERD (TST6049)
FM 4474
T37610.07.11
06/29/2011
ERD (TST6049)
ASTM D3909
T40780.04.12
04/06/2012
ERD (TST6049)
ASTM D6380
T40790.04.12
04/06/2012
ERD (TST6049)
TAS 103
T35410.04.12
04/18/2012
ERD (TST6049)
ASTM D1970
T45250.04.13-R2
04/23/2013
ERD (TST6049)
Physical Properties
T43930.09.13-R2
09/11/2013
ERD (TST6049)
Physical Properties
TAR-SC9480.15
07/02/2015
ERD (TST6049)
Wind - FM4470/4474
TAR-SC5670.14
12/03/2015
ERD (TST6049)
Wind - FM4470/4474
TAR-SC8020.14
12/03/2015
PRI (TST5878)
ASTM D1970
BRY-018-02-01
08/11/2003
PRI (TST5878)
ASTM D1970
BRY-017-02-01
08/11/2003
PRI(TST5878)
ASTM D226
TOT-014-02-02
05/18/2004
PRI (TST5878)
ASTM D226
TOT-015-02-02
05/24/2004
PRI (TST5878)
ASTM D6380
TOT-029-02-01
07/05/2005
PRI(TST5878)
ASTM D4869
TOT-009-02-01
09/14/2004
PRI (TST5878)
ASTM D4869
TOT-009-02-02
09/14/2004
PRI (TST5878)
ASTM D226
TOT-041-02-01
05/24/2006
Miami -Dade (CER3592)
FBC HVHZ Certification
12-0420.02
10/03/2013
Tarco Roofing
Adhesive compound
Affidavit
12/15/2015
UL, I.I.C. (QUA9625)
Quality Assurance
Service Confirmation
Exp. 10/13/2017
Exterior Research and Design, U.C. Evaluation Report 10880.07.08-R8
Certificate of Authorization a9503 FL30450-R8
Revision 8: 04/18/2016
Page 2 of 10
TPJNITY ERD
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlavments:
LeakBarrier Fast90 Self -adhering Tile Underlayment is an asphalt -saturated organic felt coated on both
sides with asphalt and surfaced on the top side with mineral granules and on the underside with a self -
adhering compound and release film.
LeakBarrier MS300 Ice and Water Armor is a self -adhering, glass mat reinforced, mineral surfaced, SBS
modified roof underlayment.
LeakBarrier PS200w Ice and Water Armor is a self -adhering, glass mat reinforced, fabric surfaced, SBS
modified roof underlayment.
LeakBarrier P5200mu Ice and Water Armor is a self -adhering, glass mat reinforced, smooth poly film
surfaced, SBS modified roof underlayment.
LeakBarrier NR500"r is a self -adhering, plastic film surfaced, modified underlayment.
LeakBarrier 55400 Ice and Water Armor is a self -adhering, fiberglass reinforced, smooth surfaced
modified underlayment.
4.2 Mechanically Fastened Underlavments: E
Tarco 15 is an ASTM D226 Type I, 15 lb asphalt -saturated organic fL ® \Wy
Tarco 30 is an ASTM D226 Type 11, 30 lb asphalt -saturated organic fill It -' TLJf
Tarco NO 30 is an ASTM D4869 Type II asphalt -saturated organic felt
LeakBarrier EasyLay is an asphalt -coated polyester fabric roof underlayment.
4.3 Mechanically Fastened and/or Banded Underlavments:
Fiberglass Mineral Surfaced Roll Roofing is an ASTM D3909, glass -fiber -reinforced, asphalt -coated,
granule surfaced underlayment used as a valley liner.
ASTM Organic Mineral Surface Tile Underlayment is an ASTM D6380, Class M asphalt -saturated organic
roll roofing sheet.
LeakBarrier EasyMop' SBS is a polyester reinforced, SBS modified bitumen roofing underlayment
4.4 Mechanically Fastened Base Sheets:
LeakBarrier EasyLay UDL 15 consists of a woven -polymeric scrim with a textured fabric on the top
surface. Within this Evaluation Report, it is used as a base sheet in multi -ply underlayment systems. See
FBC File No. FL16884 use as a stand-alone roof underlayment.
LeakBarrier EasyLay UDL Basic consists of a woven -polymeric scrim with a textured fabric on the top
surface. Within this Evaluation Report, it is used as a base sheet in multi -ply underlayment systems. See
FBC File No. FL16884 use as a stand-alone roof underlayment.
LeakBarrier EasyLay UDL 50 consists of a woven -polymeric scrim with a non -woven fabric on the top
surface and a rubberized polymeric coating on the back surface. Within this Evaluation Report, it is used
as a base sheet in multi -ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof
underlayment.
5. LIMITATIONS:
5.1 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.
5.2 This Evaluation Reportis not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report 10880.07.08-118
Certificate of Authorization 49503 F1.10450-118
Revision 8: 04/18/2016
Page 3 of 10
-J TRINITY I ERD
3
5.4 Tarco 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 AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop Tarco underlayments are follows:
TABLEY: ROOF COVEROPTIONS
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
wood Shakes
Slate
Shingles
& Shingles
LeakBarrier Fast90
Yes
Yes
Yes
No
Yes
Yes
See 5.5.2
ir.,a_ ,p,�-Y2r.M- 3m
_
No
No
No.
Yes
Yes
LeakBarrier P5200nr
Yes
Yes
Yes
Yes
Yes
Yes
See 5.5.2
LeakBarrier PS200"u
Yes
No
No
Yes
Yes
Yes
Yes
LeakBarrier NRSOOar
Yes
No
No
(No copper or
Yes
Yes
zinc)
LeakBarrier SS400
Yes
No
No
No
Yes
Yes
Yes
Yes
LeakBarrier EasyLay
Yes
(as base sheet in
(as base sheet in
Yes
Yes
Yes
multi -ply system)
multi -ply system)
LeakBarrier Easy Lay
Yes
Yes
UDL 15, UDL Basic or
Yes
(See FLI6884)
(as base sheen)
(as base sheet
Yes
(See FL16884)
Yes
(See FL16884)
Yes
(Bee FL36884)
UDL 50
,multi -ply system)
ystem
multi -ply system))
Tarco 15
Yes
No
No
Yes
Yes
No
Yes
Yes
Tarco 30
Yes
(as base sheet in
(as base sheet in
Yes
Yes
Yes
multi -ply system)
multi -ply system)
Tarco NO 30
Yes
No
No
Yes
Yes
Yes
(double layer)
(double layer)
(double layer)
(double layer)
Fiberglass Mineral
Yes
Surfaced Roll Roofing
valley Liner per
No
No
No
No
No
1507.2.9.2 (2)
ASTM Organic Mineral
Surface Tile
Yes
Yes
Yes
No
Yes
Yes
Underlayment
Bee 5.5.2
LeakBarrier EasyMop
Yes
SBS I
Yes
Yes
Bee 5.5.2
No
Yes
Yes
5.5.1 Tarco 15, Tarco 30, Tarco NO 30 and Easy Lay may be used as a mechanically attached base layer followed
by a LeakBarrier self -adhering top layer or asphalt -applied ASTM Organic Mineral Surface Tile
Underlayment or LeakBarrier EasyMop SBS with allowable roof covers noted above for the respective top
layer underlayments.
5.5.2 "Foam -On Tile" is limited to use of 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332)
applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
Exterior Research and Design, LLC. Evaluation Report 10880.07.08-RS
Certificate o/Authorization #9503 FL10450-RS
Revision 8: 04/18/2016
Page 4 of 10
5.6 Allowable Substrates:
5.6.1 LeakBarrier self -adhering direct -bond to deck:
➢ New untreated plywood (unprimed or primed with ASTM D41 primer);
➢ Existing plywood (unprimed or primed with ASTM D41 primer);
➢ New or existing OSB (unprimed or primed with ASTM D41 primer);
➢ Structural concrete (unprimed or primed with ASTM D41 primer).
Note: Turco does not require priming of new or existing plywood or OSB sheathing. New or existing
plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of LeakBarrier
membranes.
ASTM Oceanic Mineral Surface Tile Underlavment or LeakBarrier EasvMoo SBS Direct -Bond to Deck
➢ ASTM D41 primed structural concrete.
Note: Refer to 5.6.4 for uplift limitations associated with direct -deck underlayment installations where the
overlying roof cover is foam -on tile roofing.
5.6.2 Bond to Mechanically Attached Base Sheet:
LeakBarrier self -adhered to:
➢ ASTM D226, Type I or II felt;
➢ ASTM D4869 felt;
➢ LeakBarrier EasyLay, LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier
EasyLay UDL 50.
ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to:
➢ ASTM D226, Type I or II felt;
➢ ASTM D4601, Type 11 base sheet.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached
per minimum requirements of FRSA/TRI April 2012 (04-12).
5.6.3 LeakBarrier Self -Adhering Bond to Other Substrate Types:
➢ ASTM D41 primed metal (flashing metal, valley metal, etc.)
5.6.4 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on 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 foam -on 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 FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-75.0 Dsf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ
Primer: (Optional) ASTM D41
Base Ply: (Optional) LeakBarrier PS200Mu, self -adhered.
Underlayment: LeakBarrier PS200ar, self -adhered.
5.6.4.2 Maximum Design Pressure=-120.0 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ
Primer: (Optional) ASTM D41
Joint Treatment: Plywood joints are covered with 4-inch wide strips of LeakBarrier P5200Mu or LeakBarrier EasyBase,
y rolled into place to create continuous bond C
(OPY
Base Ply: (Optional) LeakBarrier P5200 , self -adhered
Underla ment: LeakBarrier PS200 ,self-adhdhered.F L t
Exterior Research and Design, U.C. Evaluation Report 10880.07.08-R8
CWifimte o)Authod:otion #9503 FL10450-R8
Revision 8: 04/18/2016
Page 5 of 10
�l TRINITY I ERD
5.6.4.3 Maximum Design Pressure=-217.5 Dsf:
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Base Ply: (Optional) LeakBarrier PS200Mu, self -adhered
Underlayment: LeakBarrier P5200"r,self-adhered.
5.6.4.4 All other direct -deck, adhered Tarco underlayment systems beneath foam -on tile systems carry a
Maximum Design Pressure of -45 psf.
5.6.4.5 Maximum Design Pressure=-45.0 Dsf':
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet:
LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50 (48" wide
rolls); See FBC FL16884.
Fasteners:
12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch
diameter tin caps
Spacing:
6" o.c, at the 4-inch wide side laps and 8" o.c. at three (3) equally spaced, staggered center rows.
Base Ply:
(Optional) LeakBarrier PS200Mu, self -adhered
Underlayment:
LeakBarrier PS200"r, self -adhered.
5.6.4.6 Maximum Design
Pressure=-60.0 Dsf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet:
LeakBarrier EasyLay
Fasteners:
12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-Inch
diameter tin caps
Spacing:
7" o.c. at the 4-inch wide side laps and 7" o.c. at three (3) equally spaced, staggered center rows.
Base Ply:
(Optional) LeakBarrier PS200Mu, self -adhered
Underlayment:
LeakBarrier PS200"r, self -adhered.
5.6.4.7 Maximum Design
Pressure=-60.0 Dsf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet:
LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50 (48" wide
rolls); See FBC FL36884.
Fasteners:
12 ga. x 1.25-inch long x 3/8-Inch head diameter annular ring shank roofing nails and 1-5/8-inch
diameter tin caps
Spacing:
6" o.c. at the 4-inch wide side laps and 6" o.c. at four (4) equally spaced, staggered center rows.
Base Ply:
(Optional) LeakBarrier PS200Mu, self -adhered
Underlayment:
LeakBarrier PS200"r, self -adhered.
5.6.4.8 Maximum Design Pressure=-82.5 Dsf
Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: LeakBarrier EasyLay
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8" o.c. at the 4-inch wide side laps and 8" o.c. at four (4) equally spaced, staggered center rows.
Base Ply: (Optional) LeakBarrier PS200Mu, self -adhered
Underlayment: LeakBarrier PS200"r, self -adhered.
5.6.4.9 Maximum Design Pressure = -120.0 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: LeakBarrier EasyLay
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch
diameter tin caps
Spacing: 4" o.c. at the 4-inch wide side laps and 4" o.c. at four (4) equally spaced, staggered center rows.
Base Ply: (Optional) LeakBarrier PS200Mu, self -adhered
Underlayment: LeakBarrier PS200"r, self -adhered. (![,®�,'
% L FF C 0
Exterior Research and Design, U.C. Evaluation Report 10860.07.08-118
Certificate of Authorization n9503 FL10450-RB
Revision 8: 04/18/2016
Page 6 of 10
"�J TRINITY I ERD
5.6.4.10 For mechanically attached base sheet in a multi -ply system, the maximum design pressure for the selected
assembly shall, at a minimum, meet or exceed the Zone 1 design pressure determined in accordance with
FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly
used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies above marked with an
asterisk' carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
5.7 Exposure Limitations:
LeakBarrier Easy Lay, FAST 90, ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier EasyMop
SBS shall not be left exposed for longer than 180-days after installation.
LeakBarrier PS200"r shall not be left exposed for longer than 120-days after installation.
LeakBarrier MS300, NR500n PS200"t" or SS400 shall not be left exposed for longer than 30-days after
installation.
Tarco 15, Tarco 30 and Tarco NO 30 shall be covered as soon as possible after installation; exposure for
more than 24 hours after installation could adversely affect performance.
,
6. INSTALLATION:
6.1 Tarco Roof Underlayments shall be installed in accordance with Tarco published installation requirements
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 primed the substrate (if applicable).
6.3 LeakBarrier®Fast90®Self-Adhering TileUnderlavment:
6.3.1 Easy Lay shall be installed in compliance with the requirements for 90k felt underlayment (except the
product is self -adhered) in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile Applications:
Cut the Fast90 roll into 12'to 16'sections for workability and allow to relax prior to application.
Chalk a plumb line 36" from all outside perimeters; then chalk plumb lines 32" apart, upslope to the ridge
line.
Membrane Application:
➢ Place a full width piece of Fast90 on the prepared substrate, parallel to the eave edge of the roof, with
the selvedge edge positioned upslope and in -line with the in chalk line.
➢ Fold back half the sheet and remove the exposed release film, taking care not to displace the
membrane
➢ Working from the centerline out, roll the membrane onto the substrate, taking care to avoid wrinkles
and ridges, and repeat for the other half of the sheet.
➢ Remove selvage release film, if present, and install capped or tin tagged nails 6" o.c. in the center of the
selvedge edge.
➢ Install the subsequent sheets in the same manner, with upslope selvedge edges in -line with chalk lines,
with 4" side laps and 8" end laps.
➢ Seal all 8" end laps 1/16" thick application of asphalt plastic cement and stagger all end laps minimum
36".
➢ Roll the entire surface with a weighted roller, paying particular attention to side laps, end laps and eave
/ rake areas to ensure a complete bond.
6.3.4 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.
Wait a minimum of 24 hours prior to loading roof tiles.
Exterior Research and Design, U.C. LE PY
Evaluation Report 10880.07.08-R8
[ertfJlcate oJAurhodmtlon p9503 �� F4/18/216 Revision 8: 04/18/201fi
Page 7 of 10
�1 TRINITY ERD
All tiles shall be staged four tiles perpendicular to slope, six tiles on top, parallel to slope; not to exceed 10
tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. If tiles are to be left in a
staged condition for more than 30 days, tiles shall be staged two tiles perpendicular to slope, four tiles on
top, parallel to slope; not to exceed 6 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for
lugged tiles.
At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2 horizontal
batten.
6.4 LeakBarrier® MS300, PS200"T. PS200mu, NR500"T or SS400 Ice and Water Armor:
6.4.1 MS 300, PS200"T, PS200mu, NR500"T or SS400 shall be installed in compliance with the requirements for
ASTM D1970 underlayment in FBC Sections 1507 forthe type of prepared roof covering to be installed.
6.4.2 Non -Tile Applications:
Cut MS 300, PS200 "T, PS200m', NR500"T or SS400 to manageable sections and allow to relax prior to
application.
Membrane Application:
➢ Place a full width piece on the prepared substrate, aligned parallel to the eave edge and extend
approximately 3/8" over the eave and rake with the selvedge edge positioned upslope.
➢ Fold back the upslope half of the sheet and remove the exposed release film, taking care not to displace
the membrane
➢ Working from the centerline out, roll the membrane onto the substrate, taking care to avoid wrinkles
and ridges
➢ Apply a 1/16" thick layer of asphalt plastic cement over the eave and rake metal, extending 2" to 3"
onto the deck surface.
➢ Fold back the downslope half of the sheet, remove the release film and roll the membrane onto the
substrate from the centerline out.
➢ Seal all 6" end laps with a 1/16" thick application of asphalt plastic cement and stagger all end laps
minimum 36".
➢ Remove selvage release film, if present, and install second and subsequent courses in a similar manner.
➢ Install capped or tin -tagged nails 6" o.c. along the centerline of the laps.
➢ At all T-joints, where an end -lap and the next overlapping course intersect, apply a bead of roofing laps
cement before the overlapping course is laid.
➢ Roll the entire surface with a weighted roller, paying particular attention to side laps, end laps and eave
/ rake areas to ensure a complete bond.
6.4.3 Tile Applications (PS200HT only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles.
All tiles shall be staged four tiles perpendicular to slope, six tiles on top, parallel to slope; not to exceed 10
tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. If tiles are to be left in a
staged condition for more than 30 days, tiles shall be staged two tiles perpendicular to slope, four tiles on
top, parallel to slope; not to exceed 6 tiles total to a maximum roof pitch of 5:12 for flat tiles and 6:12 for
lugged tiles.
At roof pitch in excess of those noted above, the tiles shall be staged behind a nominal 1 x 2 horizontal
batten.
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6.4.4 Multi -Ply Underlavment Systems:
LeakBarrier® SS400 Ice and Water Armor followed by LeakBarrier® SS400 Ice and Water Armor (direct -to -
deck per 5.6.1 or over mechanically attached base sheet per 5.6.2) is allowable for use under mechanically
attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not
a requirement, but is allowable if a multi -ply underlayment system is desired.
6.5 Tarco 15 and 30:
6.5.1 Tarco 15 and 30 shall be installed in compliance with the requirements for ASTM D226, Type I and II
underlayments, respectively, in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.5.2 Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual.
6.5.3 Tile Applications, base laver in multi -ply system (Tarco 30 only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.6 Tarco NO 30:
6.6.1 Tarco NO 30 shall be installed in compliance with the requirements for ASTM D4869, Type II underlayment
in FBC Sections 1507 for the type of prepared roof covering to be installed; 1507.4.5.2 (1), 1507.5.3.2 (1),
1507.7.3.2 (1), 1507.8.3.2 (1) or 1507.9.3.2 (1).
6.7 LeakBarrier EasVLaV:
6.7.1 EasyLay shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in
FBC Sections 1507 for the type of prepared roof covering to be installed.
6.7.2 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.
6.7.3 Non -Tile Applications:
Place a full width section of EasyLay, parallel to the eave edge of the roof and unroll 2 to 3 feet with the lay
lines facing up, and position to the edge of the eave and rake. Install a few fasteners at the top, near the
rake, and roll out the sheet to a manageable length. Pull, straighten and align the sheet so that any
wrinkles are eliminated and the sheet is even with the eave edge. Fasten with 3/8" headed roofing nails or
1" capped (plastic or metal) nails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center
of the seam area, and two staggered rows fastened 12" o.c. in the field of the sheet. Install nails such that
the head of the nail is flush with the surface, without cutting into the surface. Fasten from the top to
avoid walking or kneeling on unsecured sheet. Continue to the end of the substrate and fasten down.
Align the next roll over the preceding sheet so as to form a minimum 4", water -shedding lap, and install
per instructions above. Apply subsequent sheets in the same manner, with minimum 4" water -shedding
laps and minimum 8" end -laps, which are staggered minimum 36" fro the preceding course.
For double layer applications, follow the instructions noted above, but using a minimum 19", water -
shedding side lap.
Allow for minimum 6" up the vertical transitions and minimum 6" over hips and ridges.
At valleys, first install a vertical length of EasyLay down the center of the valley, then start at the low point
and work to the high point, rolling the membrane from the center outward in each direction, ensuring no
wrinkles or tears. Covered with valley -metal or other valley lining material in accordance with NRCA
recommendations.
Apply a thin coat of asphalt plastic cement to waterproof areas where any cuts or tears have occurred.
Seams or joints that require adhesive or sealant can be treated with high quality plastic cement (asbestos
free).
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6.7.4 Tile Applications, base layer in multi -ply system:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein.
6.8 ASTM Organic Mineral Surface Tile Underlayment:
6.8.1 Shall be installed in compliance with the requirements for ASTM D6380, Class M sheets in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.8.2 Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA
recommendations for installing shingle underlayments and flashings.
6.8.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be
loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
6.9 LeakBarrier'' EasyMop SBS:
6.9.1 Shall be installed in compliance with current Tarco published installation requirements, subject to the
limitations herein.
6.9.2 Non -Tile Applications:
For mechanically attached applications: Secure LeakBarrier EasyMop SBS using 3/8-inch headed roofing
nails or 1-inch diameter cap -nails spaced 9-inch o.c. within the 4-inch wide side laps and 12-inch o.c. in two
(2) equally spaced, staggered center rows in the center of the sheet. End -laps shall be minimum 6-inch
wide, and offset end -laps minimum 3-feet from course to course. Seal end laps in accordance with Tarco
requirements.
For bonded applications: Fully adhere LeakBarrier EasyMop SBS in hot -asphalt to the substrates noted in
Section 5.5. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps
minimum 3-feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of
hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. Consult Tarco
instructions regarding back -nailing requirements.
6.9.3 Tile Applications:
Refer to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and
staged in a manner that prevents tile slippage and/or damage to the underlayment.
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. MANUFACFURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 61G20-3 OA requirements
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (847) 664-3281
-END OF EVALUATION REPORT -
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