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PrnAvct Aporrnal t�tenq>hmdixr nr An tL(.1Liar.SearclL>Ar yirarAonList>Appliratlan Detail
FL# FL10674-R13
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Owens Coming
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
g reg.keeler@owenscoming.ccm
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W.Knezevich,PE
[�: Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R13 COI 2017 01 Co! Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBG Approval 10/15/2017
Date Approved 12/12/2017
Summa ry of Products
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 ft10674 R11 IT 2017 10 FINAL� -R OC &&HA[Lr
Approved for use outside HVHZ:Yes
Impact Resistant.,N/A Verified By:Robert J.M.Nieminen PE-59166
Design pressure:N/A Created by Independent Third Party:Yes
Other:Refer to ER,Section 5. Evaluation Reports
�L7 0674 R AE 2017 10 FINAL ER OC ASPHALT
,Sj-jjNGLES_rL10674-R13.Ddf
Created by Independent Third Party:Yes
Back Nex[
Contact lls;:2601 Qlair Stone Road Tallahassee FL 32399 Phone;850-487-1821
The State of Florida is an WEED employer.Copyright 2007-2U13.5tate of Florida..-:Prhocy Statement::Accessibility State Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a,public-records request,do not send electronic
mail to this entity-instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida,Statutes,,effecthre October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls;provided may be used for official communication with the licensee.However email addresses are-public mmrd.if you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click hem.
Product Approval Accents:
F—T-71�Fs—q IRR
Credit Card
Safe
. .
� EXTERIOR RESEARCH&DESIGN,LLC.
Certificate ofAuthorization#-9503
. '41 --- 3S3CHR|5T�NSTREF�UNIT#13
� ~�~�� ���� OXFORD,CT0G478
�~J 8 ���V~WU 8 k '^~^~��
! (203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-118
One 0.wens Corning Parkway FI-10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)_404-7829 Revision 8: 10/09/2017
Scopc:
This Evaluation Report is issued under Rule 61G20' and the applicable mks 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 [ode, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LoaEumo: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and fBC1607.2'7.2/R905'2.6'1.
.ComnmucD Conxpumxcs: This Evaluation Report is valid until such time as the named product(s) changes, the
.referenced Quality Assurance documentation changes, or provisions of the [ode 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 chaor the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review ofthis.Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I FRO Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPEcriON: Upon request,.a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its cllstribuiorsund shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists ufpages 1through Q.
Prepared by-
-a
appearing was authorized by Robert
nobe�J',m,Naen`ineo,p.� |������ m"���*�*
pmm�x=g�mmmowusxxs�mo«mDCA xw��o :�°°^.s1�' wumm"�p�a"*�m�zzzm*^"�"mo°e""""
electronically signed document
CERTIpnA1101i OF IwDEPENp�o
z. Tnnhv|cno due=`not have, nor does itIntend tp acquire urwill it acquire, a financial interest in any company manufacturing or
distributing products itevaluates,
2. TxnUv|snoisnot owned,operated vrcontrolled bvany company manufacturing n,d|stribuungproducts it evaluates.
3. mo6a�miemine�p.Euo�not have nor miXaqmp�aOnen�u|in�ratinany company manufacturingor distributing products for
whichmeevp|vauvn,epvrtsa=ue/no/ssuea.
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. �� Wevaluation. weuhe,Trmkv|cnonor nobe�miemine�p.s.on�manyway, for aov
project� — 'm--s is- �nwhichmissvvuauvnnepvrtp,nnmvmveoonsmerevf,is/°ousunorpeonu*nn",a=igvgmdxnceunlessn$xned
specifically for that purpose.
| '
�
. .
ROOFING Symms EVALUATION:
1' Score:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning,have demonstrated
coojpUauua with the following sections of the e Edition (2017) 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 Urnitations/Conditions of Use set forth herein.
2' SnAmoxnos:
Section property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM oazn1 zozs
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 ooz
3' RsrEnsmcss:
Entity Examination� Reference Date
uLLLC(csnsoz*) Physicals&Wind Resistance File na4s3,.Vol.s 02/15/2007
|
UL Luc(Cexq6as) Physicals&Wind Resistance 20120516-112453 05/16/2012
|
UL Luc(TST9628) Physical Properties 06c^20263 04/18/2006
i
UL LUc(TSn96o8) Wind Resistance 11oA34308 02/18/2012
uLuc'(Tsrya2o) Physicals QWind Resistance 4786093137 02/01/2014
ULLLC(TSTy6zx) Wind Resistance 4786126532 02/10/2014
UL Lcc(TSTpozu) Physical Properties Classification letter 02/13/3014
UL LLC(TST9628) Physical Properties Classification letter 10102/2015
.Miami-Dade(c[R1sS2) ;gCVvxZCompliance va,/mam0ns Various
UL Lo (uVmz*zs) Quality Control 5en4oeConnnna*ino Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Mphalt Shingles:
4.1.1 Classic'and,Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire~are fiberglass reinforced,4-tabasphalt roof shingles.
4.1.3 nevonshireT"are fiberglass reinforced,s-tahasphalt roof shingles.
4.1'4 Duratkzv~, TiuBeOnbion~ Duration', Duration' Premium Cool, TmDe0nhu*n" Duration' Designer Color
Collection,TivDeOu�ion~Oakridge~^ Oakridge' and VVeatherGuard^ np are fiberglass reinforced, laminated
asphalt roof shingles.
4'a Hip.&Ridge Shingles:
4.2.1 Berkshire~ Hip& Ridge Shingles, High Ridge,VVeatherGuand^ HP Hip & Ridge Shingles, pmEdge Hip& Ridge
�
Shingles and DuraRidgelHip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roofshingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. Ux:nAT/omS:
' 511 This is abuilding code evaluation. Neither Trinity|sRo nor Robert miemmen, 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 isnot for use mpBCHVHZjurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory
for fire ratings ofthis product.
Exterior Research and Design,LLC. Evaluation Report oam*.02.12-xu
Ce"oicarew*.m"m"w="9SO3 o"EDITION(mr,)FDC mnm*vxzEVALUATION rL1067+no
Owens Coming Asphalt Roof Shingles Revision o:uxu9/zoz
Page of
|
TRINITY j ERD
5_4 Wind Classification:
5.4.1 All Owens.Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (V"It = 194 mph). Refer to Section 6 for installation
requirementsto 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 R905.2.6.1 to ASTM D3161,Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=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,as defined in FBC 1609.4.3,and a mean
roof 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 F.A.C.Rule 61G20-3.
6. INSTALLATION:
6_1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 611320-3,per FBC 1507.2.3,1507.2.4 or R905.2.3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire.shingles require minimum five(5)nails per shingle.
WeatherGuard HP shingles require minimum six(6)nails per shingle.
➢ Devonshiret"`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 R905.2.5. 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 undedayment Deck underhymmt
FrJt t>rc3c s$Sodtaaed
Seat-adhered weafficrLoclft
r WeatherLocfE' ✓ a�adaymeo<
underlayment
Drip
Dtipedge Drip— Dep ed
edge
Nails located Na:lawt�
2=3"from eave 2-3"fmcn gave
hista[I first Self-seating adhesive &dke;ilingadhesive
Starter Stri .positioned along eave kwa'fimtstartar5alp PFA poASw*l a bag save
shingle vvitg `.vtm 6'removed.•-^----^
6"removed
Starter Strip shingle overhangs eaves and rakes!i=i'a" StartarSttiP FFA over{un'3s ca4egand rakes tl4-314•
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-Rg
Certificate ofAuthorhation 119503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
„,J TRINITY 11 ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Area para Normal Mansard or Area para
b11ind Areas High Mind desvenes y Wind Areas :High Wind desvanos y
Area para vientas normetes Areas vlentos faertas Area para vientos aormoios A Us viontos fvortes
z” (B t'z' T''+ T^ SAI T•7 (;T• z (B) 2' t-
+r +r +z+
s�Expoauro 6 518"Exposure
Exposition
Exposici6n
6.2.7 Minimum Nailing—Berkshire®:
SaalaM strip S¢alant ship
to Ura de 54W,4 La tb da Wadar
8 V4' 9 Y:" 9-W, a f '`a 8'Yt
Standard Fastening Pattern 6-Nail Fastening Pattern
Seahm strip
La Sia da x)ador
1 8 Yt' 8 4Y' 8 3Y BIT
1'
P
r
A - -
w�e.
2` Asphalt ra6tinr7cement
Cmeaaa de tztbode ast4Yo
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-RS
Certificate of Authorization x9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
TRINITY I ERQ
6.2.8 Minimum Nailing—Devonshire'"":
5`- I 7" I 8a I 8,. I 8" I 7„
T:
Nails
5-518°exposure r' - •r - e
Eaposicihn deS•518 pulp Sealant location
Ubicad6n del ssllador
Ten 1"Spw of Asphak Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration°, TruDefinition® Duration, Duration® Premium Cool & TruDefinition®
a
Duration Designer Color Collection:
4-Nall Fastening.Pattern n-Nail Fastening Pattern
Sua?LV"-lsfatYnina arta rAdeh SwFwu9fast2nh,v�ivACU�
n.7ll.1YWc+i 0WL TyV
Ir
,'p'{
v L
5.6'! _
1 L'
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
Suronsatl ta�aM,q arwt urian
a^ttaa.rypu1
1T
67(8 !aV -
'
Fow 7"SpoW e#/.Sppy1R�ye�cnnt
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC_ Evaluation Report 037940.02.12-R8
Certijtcate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVAWATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
7
\\-,JTR1N1TY1ERD
6.2.1 Minimum Nailing—TruDefinition®Oakridge®,Oakridge®:
4 Nail Pattern 6 Nail Pattern
Esgaema can G clavas Esquema cwt 6 cfavos
t'
tr r
14-- tr —,�•l {�- —;P�
5 518"Exptxsure to lc 5 518"Exposure
aposideadeMopufg. clayog Exposir."dndo55Vgpulg. 551WExposyle c�yas 55/8"Etcposure
Expasfofdn de 6619pufa. Exposkl6a de 6618ptdg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Stopes Greater Than 21:12
S+rrenYJS-Uro pa!oa.v"m
��
j 1
t2^
ems.,.'�.=_�A,W.'Y•,w.o-�,�'_-�.�.'- x;"'�_T�"'.
artaFLI.—T
c
� "r
Four 1`Syalz,aiAsp'.M Reot+g C-1
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
Rio SWIS VIM
IIwi��a lrYe�da l�dfe
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate ofAuthorltation#4503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-15113
Owens Corning Asphalt Roof Shingles Revision 8!10/09/2017
Page 6 of 8
s
1 � I
ter.TRINITY 1 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 Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the
Owens.Corning 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 manufacturer's 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.1 _ q Fig.2
j— Pfevd(wgVitnd ��+\ � �
alreclisn ��\� Vi a`. TOPIAW 9da%ftm
t2y1S�`^•-- —_} '{ \\ \ flails ttdls 1 i
f / \ 1 r malum
a r
I r
j -------- "r g. I
i
t
6.3.4 Minimum Nailing—WeatherGuard°HP Hip and Ridge:
Fig.A 4 4
Fig.0 Hip&Ridge Shingle Fastening
PteyaAlM rand TopVkW
+—`-Oln7atbn
flails--}o
flails Nat(9
21H—
�� ��� f i j j i~�F-7•^
4 1
Fspattlro � {
� I
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization x9503 6Tu EDITION(2017)FBC NON-H VHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 7 of 8
�i�Ii�8I t Y E ER®
I
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Provailling Standard
Wind Direafiion SceWt Strip Pattamn9
6,Exp.osure \ Z j
#A sealalx
Ftuicn 711: 71h'
6'E:gros�rc
Cor�rExposed 1 t
Factanars with
Roof Cement
6.3.6 Minimum Nailing—DuraRidg6m 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.
i4awvtssR�to9rl'ir�.dtri "rbp�'sew
Hid
'z'""'HirstiavSdx»imntad��it _ Yca rnpiati
�ir•atndsirimfe_�r&d•_Tni�nto �I `r�awpaY.,r t'�.
2%�1
t$bL @mob.:�. ,I, 8:_ QL•tE('St`AIr�Si,�+(ffC:riv6' _
. '
10
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 QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
1U: QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Cergficateo(Authorkatfon 119503 6'"EDITION(2017)FBG NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
Y9 f•S �I"4 'hd.3'NnK'' "M .y,t�•�{ ..1 yi $ tA„yi ag
�"x
BCIS Home Log In User Registration i. Hot Topics j Submit Surcharge Stats&Facts Publiotions FBC Staff j SCIS Sde Map ; Links Search
Product Approval
USER:Public User
Pr Ax a Aacronai Menu>prod-:.or Application Scarth>Peplj,f-ion L?t>Application Detail
l Cx
1i FL# FL16048-R6
Application Type Revision
1 Code Version 2017
Application Status Approved
Comments
Archived r
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ07070
(800)516-1485
d avid.ru iz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
{201)842-2449
david,ruiz@tribu iltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
0 Evaluation Report.Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation-Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration'Date 07/18/2020
Validated By John W.Knezevich,PE
E!! Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 COI 7017 41 COI Nieminen od€
Referenced Standard and Year(of Standard) Standard Year.
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBG Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:'No FI.16048 R6 TI 2017 09 FINAL ER TRI-
Approved:foruse outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6Ddf
Impact Resistant:N/A Verified:BY: Robert Nieminen PE-59166
Design Pressure:+N/A/-150 Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile.systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRT-
underlayment for one particular application.See ER Section BUTiY UNDERLAYNiENTS FL16048-R6 odf
5.6.4 for details:2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Back Nezt
Contact U.::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850=487-1874
The State ofFlorida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility-statement:.Refund Statement
-Under Florida law,email addressesarepublic records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions;please contact 850.487.1395.-pursuant to.Section 455.275
(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,:F.S.must provide the Department with an email address if they have one.The
emails provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a.personal address,
'please.,provide the:Department with an email address which can be made available to the public Tb'detemnine if you area licensee under Chapter 455,F.S.,please
_ click here.
Product Approval Accepts:
Credit Card
Safe
EXTERIOR RESEARCH&DESIGN,LLC.
t T -�•y Certificate of Authorization#9503
4 ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-116
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule.61G2073 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 6t' Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT 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.. Trinityl ERD requires a,complete„review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
AovERTlsEWNT: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 atthe job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert].M..Nieminen P.E. .,�,Fs �'
� ```' The faaimileseal appearing was authorized by Hobert Nieminen,
Florida Registration No.59166 Florida DCA ANE1983 P.E.on 09/25/2017-This does not serve as an electronically signed -
document
CERTIFICATION OF INOEPENDENCE:
1. Trinity IEIRD 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 l ERD isnot 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.
5. 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.
• T��,f
\]TRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Prod uct'Category: Roofing
Sub-Category: Underlayment
Compliance Statement; TRI-BUILT.Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6u'Edition(2017)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
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
EntitV Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties: 544870.04;14-2 04/02/2014
ERD(TST6049) Physical'Properties S44870.04:14=3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance, SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service.Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof Underlayment,with a.36-inch sheet width;meets ASTM DIM).
4.2 Tri-Built.S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built_Smooth HT S/A Underlayment is a self-adhering, glass=mat reinforced, film_surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
5. LIMITATIONS:
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 retain ed-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 Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 61 EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
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1RINITY IERD
5.4 TRI-BUILT 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:
if
xw ; TABLE 1 RooF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle
s No No No Yes Yes
Underlaymen#
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to.use of the following Approved the adhesives/underlayment combinations.
h TABLE 1A ALLOWABLE TILE ADHESIVE/,UNDERLAYMENT CONIBINA7(ONSr -
Adhesive Florida.Product.Approval Underlayments
ICP Adhesives Polyset°AH-160 FL6332 „ Tri=Built,S/A HTTU Underlayment
DowTleBond?" FL22525 I Tri-Built S/A HTTU Underlayment
.5.6. Allowable Substrates:
5.6.1 Direct-Bond`io Deck:
Tri-Buiit Sand-R SA Shingle Underlayment,.Tri-Built S/A HT TU Underlayment,or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood;ASTM D41 primed plywood; OSB;ASTM D41.0rimed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While_not required over,plywood,OSB or Southern Yellow Pine substrates,TRF-BUILT Materials:-Geoup,LLC
recommends priming.the deck if the finalroof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group,.LLC_requires tongue-and-groove board decking be coveredwith plywood or
OSB prior to installation of the self-adheringunderlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HTTU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foarri-on-tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,AppendixJ.
1 Refer to'Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research.and Design,LLC., Evaluation Report A42960.10.12-116
Cerrificote of Aurhorizotion#9503 6T"EDITION.(2017)FBC NON-HVHZ EVALUATION FL16048-R6
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1,111-11-TRINITY1 ERR
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or-Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226;Type I or II felt.
For installations under mechanically attached prepared roof coverings, base.layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment 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 direct-deck
underlayment systerns 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 FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to.meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment;self-adhered.
#2 MaximumDesien Pressure 67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum.Desien Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA=rated BCX plywood (may be installed C-side up).to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris,that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/.sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maxirnurrf Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project_requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails.(FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment' Tri-Built S/A HTTU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
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TRINITY ERCP
5.6.4:1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that.required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SP.RI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention.Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days-after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)).-
When
04=12)):When loading roof tilts 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.
.-.. _
TABtE 2 TILE SLIPPAGE LIMITATIONS,FOR! I
L77,DECK TILE INSTALLATIONS
Underlayment Tile.Profile Staging Method Maximum
Slope
Flat .Max.10-tile stack 6:12
Lugged Max.10-tile'stack 5:12
Max..:10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-BuiltS/A HT TU
Underlayment
Lugged
Exterior Research and Design,LLC. Evaluation Report A42960.10.1-2-R6
Certificate of Authorization#9503 6T".EDITI6N(2017)FBC NON-HVHZ EVALUATION FL16048-R6
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6. INSTALLATION
6;1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
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 prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 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.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT Materials Group, LLC recommends-priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the.exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll„broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft-from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials.Group,LLC requirements.
_ When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o:c:
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge.Drape and press sheet into place, working.from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile_Applications(Tri-Built S/A HT TU Underlayment 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.
For foam-on tile applications;reference is made to Section 5.6A herein for wind resistance limitations that
fall outside the:scope of FRSA/TRI Apri1:2012(04=12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table'2.herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
H. MANUFACTURING PLANTS:
Gulfport,MS
9: QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research:and Design,LLC. Evaluation Report A41960.10.12-R6
certificate ofAuthonzation#3503 6T”EDITION(2017)F6C NON-HVHZ EVALUATION FL16048-R6
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