HomeMy WebLinkAboutEvaluation Report; TRI-BUILT Roof Underlayments' TRLI�IIlY ERD �.
I ,
JUN S 9 1/020
icie County, Permitting
TRI-BUILT Materials Group, LLC
PO Box 70
!Rutherford, NJ 07070
(800)516-1485
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable
construction materials in the State of Florida. The documentation submit
P.E. for use ofthe product under, the Florida BuildinglCode and Florit
products described herein have been evaluated, for compliance with tt
sections noted; herein.
;DESCRIPTION: TRI-BUILT Roof Underlayments
I
LABELING: Labeling shall be in accordance with the requirements the /
,herein.
:CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as tl
,Quality Assurance documentation changes, or provisions of the Code that
,this Evaluation Report by the named client constitutes) agreement to I
Ichanges or the referenced Quality Assurance documentation changes. Tr
(Evaluation Report relative to updated Code requirements, with each Code'
ADVERTISEMENT: The Evaluation Report number preceded by the words "
advertising literature. If any portion of the Evaluation Report is displayed,
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be
its distributors and shall be available for inspection at the,job site at the re
This Evaluatiod Report consists of pages 1 through 6
Prepared by:
AID C;'iNP.09i^.'.-^•}�:,
5g S^1
!Robert J.M. Nieminen, P.E. »Ns�,:•
Florida Registration No. 59166, Florida DG4 ANE1983
'CERTIFICATION OF INDEPENDENCE:
11. TrinityIERD does not have, nor does it intend to acquire oriwill it acquire, a f
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by a ny'company manufacturing
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any i
which the evaluation reports are being issued. 1
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any
product.
5. This is a building code evaluation. Neither Trinity HERD nor Robert Nieminen, P
project on which this Evaluation Report, or previous versions thereof, is/was use
specifically for that purpose.
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
1(203) 262-9245
Evaluation Report A42960.10.12-R6
FL16048-R6
• Date of Issuance: 30/25/2012
Revision 6: 09/25/2017
Iles ands regulations governing the use of
I has been reviewed by Robert Nieminen,
Building Code, Residential Volume. The
61h Edition' (2017) Florida Building Code
Quality Assurance -Agency noted
named product(s) changes, the referenced
late to the product change. Acceptance of
tify RobertINieminen, P.E.• if the product
tyI ERD requires a complete review of this
Cie.
nityJERD Evaluated".may be displayed in
len it shall be done in its entirety.
ovided to the.user by the manufacturer or
lest of the Building Official.,
I
lbe facsimile seal appearing vnz auNorixed by Robert Nieminen,
P.E. on 09/25/2017. This does wt serve as an electronically signed
documanf.
v -
interest in any company manufacturing or
r distributing products it evaluates.
mpany manufacturing or distributing products for
I
ther entity involved in the approval process of the
:. are, in any way, the Designer of Record for any
I for permitting or design guidance unless retained
2ev(0 —6-mlpo
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC .
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT ,Roof Underlayments, as produ(
demonsfrated compliance with the following sections of the 6t6 Editio
in accordance with the following Standards. Compliance is subject to.I
Conditions of Use set forth herein.
2. STANDARDS:
Section
1504.3.1
1504.3.1
1504.6
1507.2.4 / 1S07.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
Eatitt
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC.(QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
Property
Wind Resistance
Wind Uplift
Accelerated Weathering
Physical Properties'
Physical Properties,'
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties'
Physical Properties
Physical Properties,
Physical Properties''
Physical Properties;
Physical Properties.
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
II! 1
TRINITY I ERD
:d by TRI;BUILT Materials Group, LLC, have
(2017) Florida Building Code through testing
ie Installation Requirements and Limitations /
Standard
Year
FM 4474
2011
UL 1897
2012
ASTM G155
2005
ASTM D1970
FRS IA/TRI 2012 (04-12)
2015
2012
April
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhe
modified bitumen roof underlayment, with a 36-inch sheet,
4.2 ' Tri-Built S/A HT TU Underlayment is a self -adhering, non -
bitumen roof underlayment; meets ASTM D1970 and FRSA/
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhel
modified bitumen roof underlayment; meets ASTM D3970,
S. LIMITATIONS:
5.1 'This is a building code evaluation. Neither TrinityJERD r
Designer of Record for any project on which this Evaluati
used for permitting or design guidance unless retained spe
5.2 This Evaluation Report is not for use in FBC HVHZjurisdictic
5.3 Fire Classification is not part of this Evaluation Report;
Directory for fire ratings of this product.
Exterior Research and Design, I.I.C.
'Certiflcate of Authorisation #9503 a EDITION (2017)
nce
Date
.02.13-1
02/19/2013
.11.13
11/19/2013
.03.14
03/26/2014
.04.14-2'
04/02/2014
.04.14-3;
04/02/2014
.04.14-1
04/10/2014
.04.14-4,
04/10/2014
.02.14-1-111
05/14/2014
.05.14
05/28/2014
.10.14
10/31/2014
.02.15
02/13/2015
.04.15
05/27/2015
5.05.17-111
06/07/2017
e-listing R16814
12/10/2015
Confirmation
Exp. 07/18/2020
glass -mat reinforced, sand -surfaced, SBS
th; meets ASTM D1970.
✓en polyester'fabric surfaced, SBS modified
April 2012.
glass -mat reinforced, film -surfaced, SBS
Robert Nieminen, P.E. are, in any way, the
Report, or previous versions thereof, is/was
:ally for that purpose.
'to culrrentiApproved Roofing Materials
Evaluation Report A42960.10.12-R6
FL16046-R6
Revision 6: 09/25/2017
Page 2 of 6
5.4 TRI-BUILT Roof Underlayments may be used with any 'prep
specifically referenced within FBC approval documents. II not
Authority Having Jurisdiction for approval based on this evaluatio
prepared roof covering.
5.5 I Allowable Roof Covers:
r
TRINITY I ERD
Bred ,roof cover where the product is
listed, a request may be made to the
n combined with supporting data for the
1:+ROOF COVER OPTIONS
,TABLE
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU '
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1_
Tri=Built�5mootlilHTrS/Aim
(-^ *
Underlayment.
Yes
No
No
Yes
ERYes�,�rl
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives /junderlayment combinations.
TABLE.1A: ALLOWABLE TILE'ADHESIVE /,UNDERWY)MENT
COMBINATION51 ,.-,'4 '
Adhesive
Florida Product Approval
I Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built
S/A HT TU Underlayment
Dow TileBond'"
FL22525
Tri-Built
S/A HT TU Underlayment
5.6 ' , Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT'
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM'D41 F
primed Southern Yellow Pine; ASTM D41 primed structur
While not required over plywood, OSB or Southern Yellow Ph
recommends priming the deck if the final roof cover is not
TRI-BUILT Materials Group, LLC requires tongue-and-groov
OSB prior to installation of the self -adhering underlayment.
I 5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT'
Underlayment applied to:
➢ Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared too
minimum requirements of the prepared roof covering manu
under foam -on tile systems (Tri-Built S/A HT TU Underla
designed by a qualified design professional and installed bw
system in accordance with FM 4474, Appendix D or TAS 114,
t Refer to Tile Manufacturers or Adhesive Manufacturers Florida
Underlayment or Tri-Built Smooth HT S/A
med OSB; Southern Yellow Pine; ASTM D41
concrete.
r substrates, TRI-BUILT Materials Group, LLC
ated for installation within 24 hours. Note:
board decking be covered with plywood or
Underlayment or Tri-Built Smooth HT S/A
coverings, insulation shall be attached per
icturer's Product Approval. For installations
nent only)„ insulation attachment shall be
d on testing of the insulation/underlayment
Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. I Evaluation Report A42960.10.12-R6
Fertif7cate of Authorization#9503 eEDITION (2017)FBC. NON-HVHZ EVALUAT)ON FL36048-R6
j TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
5.6.3 -i Bond to Mechanically Attached Base Laver:,
Tri-Built Sand-R SA Shingle Underlayment; Tri-Built S/A HT'
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared, roo
minimum codified requirements. For installations under
Underlayment only), base layer shall be attached per minim)
,12). '
5.6.4 1 Wind Resistance for Underlayment Systems in Foam -On Ti6
does not address wind uplift resistance of ;all underlayment
the underlayment forms part of the load -path. The followl�
underlayment systems that are not addressed in FRSA/TRI A
applications. Maximum Design Pressure, is the result of
allowable wind loads, and reflects the ultimate passing pres
per FBC 1504.9 has already been applied)., Refer to FRSA/TF
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =-45.0 psf:
Deck: Min. 15/32-inch plywood to meet proje
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOF
Underlayment: Tri-Built S/A HT TU Underlayment, self -ad
#2,'! Maximum Design Pressure=-67.5-psf:
Deck: Structural concrete to meet project regUl
Jurisdiction. 11
Primer: Soprema Elastocol 600c!
I Underlayment: Tri-Built S/A HTTU Underlayment, self -ad
#3'' Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood
requirements to satisfaction of Authority+
Deck Preparation: Plywood shall be thoroughly cleaned tc
adhesion. All sheathing fasteners 'shall
splinters'and wood projections shall be rer
Primer: (Optional) RESI5TO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self
roller and/or weighted roller to ensure t
voids/bridging at side and end -laps.
#4' Maximum Design Pressure 60.0'psf:
'Deck: Min. 19/32-inch plywood to meet' proje
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G ml
and tin caps (FBC 1517.5'.2) spaced 6-inch
equally spaced rows in the center of the sl
Underlayment: Tri-Built S/A HT TU Underlayment, self -ad
Ql
TRINITY ERD
- L -r
Underlayment or Tri-Built Smooth HT S/A
1.
coverings, base layer shall be attached per
)am -on 'tile systems (Tri-Built S/A HT TU
n requirements of FRSA/TRI April 2012 (04-
i
Applications: FRSA/TRI April 2012 (04-12)
ystems beneath foam -on tile systems, where
g wind uplift limitations apply to direct -deck
iril 2012 (04,12) and are used in foam -on tile
testing for wind load resistance based on
ure divided by 2 (the 2 to 1 margin of safety
I April 2012 (04-12), Appendix A, Table 1A or
requirements to satisfaction of Authority
PRIMER
to satisfaction of Authority Having
nay be installed C-side up) to meet project
ving Jurisdiction.
remove dust and debris that may inhibit
drivenlflush with the surface. All sharp
oaf = ova 1
ed, shall be thoroughly roll using hand
are no voids, and ensure there are no
requirements to satisfaction of Authority
nically attached with nails (FBC 1517.5.1)
at the I4-inch laps and 6-inch o.c. in three,
I
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
iCertflcate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6,
TRI-BUILT Roof Underlaynnents; (800) 516.1g85 Revision 6: 09/25/2017
Page 4 of 6
5.6.4.1
5.7
5.8
MT�ERDIN_IlY
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), i ppendix A, Table IA.
Alternatively, the maximum design pressure for the select d assembly shall meet or exceed the Zone 1
design pressure determined.in accordance with FBC 1609.� In this case,IZones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
I Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention 'Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with' In asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (Janary,2016) for Zone 2/3 enhancements.
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 HTTU Underlayment shall not be left exposed for longer than 180-days after installation.
Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
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 exceede� by, using battens during loading of the roof
tiles.
TABLE 2: TILESuPPAOE LIMITATIONS FORIDIlikT-DECK
TILE INSTALIATIONs JI
;;
. _
Underlayment
Tile Profilei
Staging Method
Maximum
Slope
Flat
Max. 10-tile'iistack
6:12
Lugged
I Max.10-tile, stack ,,
5:12
Maxi 101ile stack (bottom 2-tile stack
shall e Inverted,, foil owed by 8 tiles high 6:12
•�
on slope, as shown below)
Imo!' S1 •1, u I
, I
Tri-Built S/A HT TU
Underlayment
Lugged
I
I
II
Exterior Research and Design, U.C.
ICertilRate of Authorization #9503
I
6r" EDITION,(2017) FBC NON-HVHZ EV
TRI-BUILT Roof Underlaynnents; (800)
I
Evaluation Report A42960.10.12-R6
FL16048-R6,
Revision 6: 09/25/2017
Page 5 of 6
A
„
TRINITY ERj,D;
6. INSTALLATION:
I
6.1 TRI-BUILT Roof Underlayments shall beiinstalled 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.
i,
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
,Ito remove any dust and debris prior to apRlication, and prime the substrate (if applicable).'
6.3 Tri-Built Sand-R SA Shingle Underla ment 1 Tri-Built S A HT ITU Underlayment or Tri-Built Smooth HT S A
Underlayment:
6.3.1 Shall be installed in compliance'with the requirements'f it ASTM D1976 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installel�J
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 241hours.
I Apply sheet parallel to the roof edge. Rollout 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 rem fining membrane as far as possible.
I Once the entire length of membrane is in place, peel -off the release films diagonally while holding the
11 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 i the course below, sealed in accordance with
i TRI-BUILT Materials Group, LLC requirements. "
i
I 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. I
For Valleys and Ridges: Cut underlaymentllnto 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
j each direction. For valleys, apply the sheet starting at the lowest point and work upward. I
6.3.3 ,,LTile Applications (Tri-Built S/A HTTU Underlayment only):
,
Reference is made to FRSA/TRI April 20,12 (04-12) Installation Manual and Table 1 herein, using the
i instructions noted above as a guideline.
For foam-on,tile applications, reference is made to Section 5 6.4 herein for wind resistance limitations that
j fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that pre ents tile' slippage and/or damage to the
I underlayment. See Table 2 herein, and TRI-BUILT Materia s Group, LLC: published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS: I' !
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
,
R. MANUFACTURING PLANTS:
Gu lfport;I MS
9. QUALITY�ASSURANCE ENTITY:
UL, LLC=QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
'Certif7cate of Authorization 119503 C"EDITION(2017)FBCNON-HVHZEVALUATON F136048-R6
TRI-BUILT Roof Underla516 yments; (800) - 85 Revision 6: 09/25/2017
Page 6 of 6