HomeMy WebLinkAboutEVALUATION REPORT ROOF UNDERLAYMENTS97/Z 66� EXTERIOR RESEARCH & DESIGN, LLC.
CT��7OLL ✓ COt�"'� C"4J - ;4� ���c1Cl�j Certificate of Authorization #9503
TRINITY ERLUVMWED BYMWIEWED R C T tiCE 353 CHRISTIAUNIT #13
OXF OXFORD, 06478
DATE (203) 262-9245
EVALUATION REPORT PdANS BIND . MU MUST BE XEPT ON JOB
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R5
PO Box 70 FL16048-R5
Rutherford, NJ 07070 Date of •Issuance:10/25/2012
(800) 516-1485 Revision 5: 06/12/2017
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 SO Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments �.
LABELING: Labeling shall be in accordance with the
herein. .
�COYC�1l'cA i .I�i !'s^w OR A75ACHMENTS
ARE THE RESPONSIONTY OF THE
requirements the AccrediteSUMMMOMIRgency noted
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 cons �$p8g@rough 6.
Pre ared EPLARS TO A�y�O pECT1�HAf
p SUBJECT INSPECTORS
ID ay FIELD ORDER TO
S.NECESSLEAPPI.►CoLe CODES.
6CMP
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 06/12/2017. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator 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. Trinity[ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,-P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. 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 Evalvation Report, or previous versions thereof, is/was used for permitting of dei�i laec'is�ld�s�]retained
specifically for that purpose. �+ ��'J
QOTFUNITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product 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 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 •
2004
1504.3.1 Wind Uplift I
UL 1897
2004
1507.2.41 1507.2.8,1507.2.9.2, Physical Properties
ASTM D1970
2009
1507.4.5.1, 1507.5.3, 1507.7.3
(;Accelerated Weathering
ASTM G155
2005
WTN''3YR ?MUN22 ,q 3)'Ij 3RA Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523:6.5,2.7,,.. 4 ()� } Physical Pro ernes
TAS 103
1995
3. REFERENCES:
Entity Examination
Reference
Date
ERD (TST6049 Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049) Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049) Physical Properties
S40540.03.14
03/26/2014
ERD (TST6049) Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049) Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049) Physical Properties
S44870.04.14-1
04/16/2014
ERD (TST6049) Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049) Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049) Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049) Physical Properties
S40540.10.14
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
SCf4045.05.17-121
�•06/.07/2017
UL, LLC. (QUA9625) Quality Control
Multiple,Listing R16814.
09/04/2015
UL, LLC. (QUA9625) Quality Control
Seniice -Confirmation '' �� ::;,: =,:
; ., . Exp:-16/16/2017
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, withla 36-inch
sheet width.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric
surfaced, SBS modified
bitumen roof underlayment
4.3 Tri-Built Smooth HT S/A Underlayment is a
self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I 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.
Exterior Research and Design, I.I.C. I Evaluation Report A42960.30.12-115
Certificate of Autharization #9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group, U.C. Revision 5: 06/12/2017
Page 2 of 6
TRINITY I ERD
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
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 applied atop the underlayments are as follows:
TABLE 1
1ROOF
,rw�.. �., _
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Shingles
Tri-Built Sand-R SA Shingle
Yes
Yes
Yes
No
No
No
Underlayment
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Built Smooth HT S/A
Yes
Yes
Yes
No
No
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160" (FL6332) or Dow Chemical
"TileBondTm Roof Tile Adhesive" (FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct -Bond to Deck:
Tri-Built 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 primed 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, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU 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 foam -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, Appendix J.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-115
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5
Tri-Built Materials Group, U.C. Revision 5: 06/12/2017
Page 3 of 6
5.6.3
Tri-Built Sand-R SA Shingle Underla}
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
_ V I RINIIY I ERD
Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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). I
5.6.4
does not address wind uplift resistance
I
the underlayment forms part of the lo
underlayment systems that are not acid',
applications. Maximum Design Press
allowable wind loads, and reflects the
per FBC 1504.9 has already been ap
determination of design wind pressures.
5.6.4.1 Maximum Design Pressure = -45.0 psf:
Deck: Min. 15/32-inch plyv
Having Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: Tri-Built S/A HTTU Ui
5.6.4.2 Maximum Design Pressure = -67.5 psf:
a
terns in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
of all underlayment systems beneath foam -on the systems, where
d-path. The following wind uplift limitations apply to direct -deck
ressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
ure is the result of testing for wind load resistance based on
ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
plied). Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for
to meet project requirements to satisfaction of Authority
RESISTO EXTERIOR PRIMER
arlavment. self -adhered.
Deck:
Structural concrete to ' eet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
5.6.4.3 Maximum Design 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 lfasteners 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.
5.6.4.4 Maximum 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)�spaceci 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.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment of
exposed for longer than 30-days after installati
5.7.2 Tri-Built S/A HTTU Underlayment shall not be
Exterior Research and Design, U.C.
Certificate of Authorization #9503 FBC NON-HVHZ E1
Tri-Built Materials
Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 180-days after installation.
Evaluation Report A42960.10.12-115
ION FL16048-R5
LLC. Revision 5: 06/12/2017
Page 4 of 6
c.
ERD
TRINQ0
ITY,
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 Tel -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 Sections
1507 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 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged 1n a manner that prevents tile slippage and/or damage to the
underlayment.
Tri-Built S/A HT TU Underlayment has met the tile slippage test requirements specified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch > 5:12 may use alternate staging method (bottom 2-tile stack shall be inverted,
followed by 8 tiles high on slope, as shown below).
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R5
Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL16048-R5
Tri-Built Materials Group, I.I.C. Revision 5: 06/12/2017
Page 5 of 6
Q0TwN1TYjERD
Fig yre 1: Alternate Staging Method
Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1" x 2"
horizontal batten to prevent slippage 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.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY: I
UL, LLC—QUA9625; (314) 578-3406; k.chancelior@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC.., Evaluation Report A42960.10.12-RS
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL26048-RS
Tri-Built Materials Group, LLC. Revision 5: 06/12/2027
1 Page 6 of 6