HomeMy WebLinkAboutEvaluation Report Tri-Built Roof Underlayments4
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INITYJERD
B(nRORRESEARCH& DE IGN, LLG
Certificate of Authorization #f9503
353 CHRISTIAN STREET, UNIT#13
O)TORD, CT 06478
(203) 262-9245
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R5
Fb Box 70 FL16048-F;b
Rutherford, NJO7070 Dateof Issuance: 10/25/2012
(800) 516-1485 Revision 5: 06/ 12/2017
Sb0PE
This Evaluation Report is issued under Rule 61MO-3 and the applicable rules and regulations governing the use of
construction materials in the gate of Florida. The documentation submitted has been reviewed by Fbbert Nieminen,
RE for use of the product under the Rorida Building (bde and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Rorida Building Code
sections noted herein.
Rnav: TRI-B fbof Underlayments
LABe.1NG: Labe' be in acoor ance with the requirements the Accredited Quality Assurance Agency noted
herei n. s
ODNT!NU®ODMPUANCE This Evaluation Report isvalid until such time as the named products) 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 Fbbert Nieminen, RE if the product
changes or the referenced Quality Assurance documentation changes. Trinity) EFD requires a complete review of this
Evaluation Report relative to updated Cbde requirements with each Code Circle.
ADVERTia IBvr: The Evaluation Report number preceded by the words "Trinity) BAD Evaluali" 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 6.
PreENOYED FA TENERS OR ATTACHIMEN
A n RES>'ONSI® OF THE
C OA OF RECORD
Fbbert JM. Nieminen, RE
Rorida Fbgistration No. 59166, Rorida DCAANE1983
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
711.0m, PRWTawsY�ppi gppf69W-
REon06/12/2017.
Thisdoesnotserve asanelectronidlysigned
document. Sped, sealed hardoopies have been transmitted to the
Product Approval Administrator and to the named dient
Ci1RCAM ONOFINDI�BdDENE
1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates
3. Fbbert Nieminen, RE does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reportsare being issued.
4. Fbbert Nieminen, RE 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) ERD nor Fbbert Nieminen, RE are, in any way, the Designer of Fbcord for any
project on which this Evaluation Fbport, or previous versions thereof, islwas used for permitting or design guidance unless retained
specifically for that purpose.
7/1 -ash
ST. LU IE COLT TY BUW LNG DIVSION
REVIEWED FOR IANC
REVIEWED BY
• (DATE _ 7
7e PLANS A. PER.MIIT MUST BE KEPT ON JOB
4 OR NO INSPECTION' WILL BE MADE.
ROOF1 NG OJM PONENT EVALUA11 ON:
SJOPE
Product Category: Fbofing
Sib -Category: Underlayment
Compliance Statement: TRI-BUILT Fbof Underlayments, as produced by TRI-BUILT Materials Group, LLCM 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 Rbquirementsand Limitations/ Conditions of
Use set forth herein.
2. STANDARDS;
Section
Property
3andard
Year
1504.3.1
Wind Fesistance
FM 4474
2004
1504.3.1
Wind Uplift
UL1897
2004
1507.2.4,1507.2.8, 1507.2.9.2,
Physical Properties
ASIM D1970
2009
1507.4.5.1, 1507.5.3, 1507.7.3
1504.6
Accelerated Weathering
ASrM G155
2005
1507.3.3
Installation Practice
FRS4/TR April 2012 (04-12)
2012
1523.6.5.2.1
Physical Properties
TAS103
1995
gip:► � ti
Entity
Examination
Reference
Date
BFD(TSr6049)
Physical Properties
540540.02.13-1
02/19/2013
EFD(TSr6049)
Physical Properties
S40540.11.13
11/19/2013
EFD(TSM049)
Physical Properties
S40540.03.14
03/26/2014
BRD(TSM049)
Physical Properties
S44870.04.14-2
04/02/2014
EFD(TSr6049)
Physical Properties
S44870.04.14-3
04/02/2014
BRD(TSr6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD(TSr6049)
Physical Properties
S44870.04.14-4
04/10/2014
BFD(TS16049)
Physical Properties
S43530.02.14-1-RI
05/14/2014
EFU (TS1`6049)
Physical Properties
S43530.05.14
05/28/2014
BFD(TSM049)
Physical Properties
S40540.10.14
10/31/2014
87D(TSM049)
Physical Properties
9C7645.02.15
02/13/2015
EFU (TSr6049)
Accelerated Weathering
SM520.04.15
05/27/2015
EFD(TSr6049)
Wind Fesistanoe
M4045.05.17-R1
06/07/2017
UL, LLG (QUA9625)
Quality Control
Multiple-ListingR16814
09/04/2015
UL, LLG (QUA9625)
Quality Control
SBrvioe Confirmation
Imo. 10/ 16/2017
4. PRODUCTDEKRIP1ION:
CDTri-Built Sand-R SN Siingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width.
4.2 Tri-Built SA HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, S3S modified
bitumen roof underlayment
4.3 Tri-Built Smooth HT SA Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment.
5. WiTA-noNs
5.1 This is a building code evaluation. Neither Trinity) EFU nor Fbbert Nieminen, RE are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, istwas
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, LLC Evaluation Report A42960.10.12-R5
Oartificate of Authorization #9503 MCNON-HVi-IM ALUATON R-1604&-%
Tri-Built Materials Group, LLC Ibvision 5: 06/ 12t 2017
Page 2 of 6
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Fmofing 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 asfollows:
fAB>E1 2FC>C1>=r►oNs n
Asphalt
Wood Siakes
Underlayment
Nail -On Tile
Foam -On Tile
Metal
gate
9iingles
& &ingles
Tri-Built Sand-RSA&ingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built SAHTTU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
S e 5.5.1
Tri-Built Snooth HTSA
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam-C>n 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.
t= Tri-Built SA HT TU Underlayment with ICP Acl�MPbI H-160" (R-6332) or Dow Chemical
"TileBondTmFmofTileAd�e" (FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct -Bond to Deck:
Tri-Built %nd-RSA Shingle Underlayment, Tri-Built SA HTTU Underlayment or Tri-Built Smooth HT SA
Underlayment applied to:
r Plywood; ASTM D41 primed plywood; OB; ASTM D41 primed OB; Southern Yellow Pine; ASIM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OBor 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 Croup, LLC requires tongue -and -groove board decking be covered with plywood or
OB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built %nd-RSA 8iingle Underlayment, Tri-Built SA HTTU Underlayment or Tri-Built Smooth HT SA
Underlayment applied to:
rx Dens Deck Prime; SECUR0CKC3yipsum-Fber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requiremen 4 f 19prepared roof covering manufacUer'CProdu t` proval. For ingfflaI I
under foam -on tile systems (Tri-Built SA 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 TAS114, Appendix d
Exterior F-esearch and Design, LLG Evaluation Faport A42960.10.12-R5
Certificate of Authorization #9503 FBCNON-HVHZB/ALUA-ION FL16048-R5
Tri-Built Materials Group, LLG P--vision 5: 06/ 1212017
Page 3 of 6
TRINITYIERD
i
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand -RSA Shingle Underlayment, Tri-Built S/AHTTU Underlayment or Tri-Built Smooth HT&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 SA 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 Mems 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 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 FRSA/TRI April 2012 (04-12) or FBC 1609 for
determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASFM D41 or FESSFO DCTERIORPRIMBR
Underlayment: Tri-Built SA HTTU Underlayment, self -adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Sbprema Bastocol 600c
Underlayment: Tri-Built SA HTTU 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
requirementsto 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
splintersand wood projections shall be removed/sanded.
Primer: (Optional)RB9STOBCrERORPRIMBR
Underlayment: Tri-Built SA 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: Sbprema Sopra-G or Modified Sbpra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC1517.5.2) 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 SlA HTTU Underlayment, self -adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT SA Underlayment shall not be left
exposed for longer than 30-daysafter installation
5.7.2 Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-daysafter installation.
Exterior Fbsearch and Design, LLG Evaluation Fbport A42960.10.12-F;5
Oertificate of Authorization #9503 FBCNON-HVHZEVAWAIION R-16048-R5
Tri-Built Materials Group, L-C, Revision 5: 06/12/2017
Page 4 of 6
6. I rALLAIION:
6.1 TRI-BUILT Fbof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in fiction 5 herein and the
specifics noted below.
6.2 FL -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 Band -RSA Shingle Underlayment Tri-Built SA HTTU Underlayment or Tri-Built Snooth HT SA
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASFM D1970 underlayment in FBC Szctions
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. Fbll 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 lessthan 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 Fudges: Oat 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 SA HTTU Underlayment only):
Ieference is made to FF&JTRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above asa guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitationsthat
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Tri-Built SA HTTU 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 Fbsearch and Design, LLC Evaluation Fbport A42960.10.12-R5
Oyrtificate of Authorization #9503 FBCNON-HVHZ EVAWATION FL16048-R5
Tri-Built Materials Group, LLC Plevision 5: 06/1212017
Page 5 of 6
Figure 1: Alternate gaging Method
Al19dnallibl of [Wpe p° reams Mh �IimiC i l u ' I be loaded on - a nominal 1 x 2'
horizontal batten to prevent slippage or damage to the underlayment.
7. BUILDING PIfM IT ItQuI R m BVTs
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS
Contact the noted QAagencyfor information on product locations covered for RAG Dale 9N-3 QArequirements.
9. QUALITYAssURANC>=EN1 w
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION FEPORT-
Exterior Fesearch and Design, LLG Evaluation Report A42960.10.12-R5
OVrtificate of Authorization #9503 FBCNON-HVF1ZE/AWA11ON FL1604B-R5
Tri-Built Materials Group, LLC Revision 5: 06/ 12/ 2017
Page 6 of 6