HomeMy WebLinkAboutROOF - FIBERGLASS SHINGLE (4) �
� .
/ EXTERIOR RESEARCH&DESIGN,
( � �u�
LE,
L 8 8N== Y� [or�Yo�c���bo��bon'w95O3
`��' p
`~` 353 [HR|S0ANSTREE[ UNIT#13
|' R8NKI ! OXFORD'CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BU'ILT Materials Group,LLC RECEIVED Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 OCT 16 "118 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
Luc!e County, Pejrrm�itbng
This Evaluation Report is issued under Rule 81G20-3 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 [ode, Residential Volume. The
products described herein have been evaluated for compliance withwith ��h the 6 Edition (2017) Florida Building Code
sections noted herein.
0ssCn/pnom: TRI-BUILT Roof Underlaymmeots
Lxosuws: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report isvalid until such time asthe 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 orthe referenced Quality Assurance documentation changes. Trinity|ERDrequires acomplete review ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words ^TrinitylERD 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 ofpages 1through 6.
Prepared by:
46
Robert],&g.0|enmlneu,P.E.
The facsimile seal appearing was authorized^'Robert"*='"""'
Florida Registration No.5y166,Florida DCA xmEz98o ='-'~ P.E.on o*z5/z01,.This does not serve as an electronically signed
document.
CERTIFICATION oFINDEPENDENCE:
1. T/inity(ERD dues not have, nor does itintend toacquire orwill it acquire, afinanda\ interest inany company manufacturing or
distributing products itevaluates.
Z. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
I 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. Robe�Nieminen, P.c.does not have, norwill acquire,afinancial interest inany other entity involved inthe approval process ofthe
product
s. This is a building code evaluation. NeitherTrinity|ERo nor Robert mieminen, P.E. are, /n 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.
-
. .,
n
w n��Nmx '����_0
�~�'
|
ROOFING COMPONENT Ev»LuATNzm:
1. SCOPE:
Product Category: Roofing
Sub-Category: Undedayment
Compliance Statement: TRI-BUILT Roof UndeHaynments as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections ofthe 6th Edition(2817)Florida Building Code through testing
inaccordance with the following Standards. Compliance\ssubject tothe Installation Requirements and Limitations
/
Conditions nfUse set forth herein.
STANDARDS:
Section Property Standard Year
I504.3.1 Wind Resistance FKx4474 2021
15043.1 Wind Uplift OL 1897 2012
1504.6 Accelerated Weathering AsrmGzsS 2005
1507.2.4/1507.1.1.1507.2.9.2 Physical Properties ASTK8D197O 2015
1507.3.3 Physical Properties Fx5A/TR|April 2o1/(O4'zZ) 2012
3' REFERENCES:
gnDfty Examination Reference Date
EnD(TST6O49) Physical Properties S40540.02.13'1 02/I9/2013
Eno(TSTs049) Physical Properties S40540.11.13 11/19/2013
EnD(TST6O49) Physical Properties 540540.03.14 03/26/2014
ERD(T5T§049) Physical Properties 544870.0414'2 04/02/2014
EnD<TSTO049> Physical Properties S44870.04.14-3 04/02/2014
snD(TST6V49) Physical Properties 544870.04.14'1 04/I0/2014
EnD(TST6O49) Physical Properties S44870.04.14'4 04/10/2014
snD(TST6049) Physical Properties 543530.02.14'1-KI 06/14/2014
cRD(TST6049) Physical Properties 543530.05.I4 0$28/2014
EnD(TST6Uw9) Physical Properties S40540.10.14 10/31/2814
ERD(TST6V49) Physical Properties S[7645'02.15 02/13/2015
snD(TST6049) Accelerated Weathering Sc8520.04.1* 05/27/2015
[nD<T3r6O49> Wind Resistance S[14045.06.17-R1 06/07/2017
u���.(�VA86z�) Quality Control Multiple-Listing
n1GD14 12/10/2015
Quality Control Service Exp.07/18/2020
u�Li��(�UA9G25> ,v an �
4. PRODUCT DESCRIPTION:
4.1 Tri-Built San6'RSAShingle Un6er|ayment is ase|f-adhering' g|ass'matreinforced' saod-surfaced' SB5
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Under/ayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof undedayment;meets ASTM D197Uand FR5A/TR|April ZD12.
4.3 Tri-Built Smooth HT S/A Under|ayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof undedaymenL;meets ASTM DI97U.
5' LIxn|nxT|Oma:
El This is a building code evaluation. NeitherTrinity\ERD nor Robert Nipminen, P.E. are, in anyway the
Designer of Record for any project onwhich this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
52 This Evaluation Report isnot for use inFB[HVHZjurisdictions.
S.] Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings nfthis product.
Exterior Research and Design,�I.C. Evaluation Report A42960.10.12-R6
Certificate ofAuthorization o9su3 EDITION(znzr)rncwom'xvnzEVALUATION puaoox-Ro
TRI-BUILT Roof uvoe,uvments;*mNSzs-14ns Revision 6:09/25/2017
Page zora
_
\ � |
/
` TRINITY �ERD
`
5.4 TRI-BUILT Roof WudeHaymments may be used with any prepared roof cover where the product is
specifically referenced within FB[ 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:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes slate
I Shingles &Shingles
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
Un rlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset-'AH-160 FL6332 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Un6erlayment^Tri-Built S/A HT TUVnderlaymentorTri-Built Smooth HT S/A
nn6erlaymentapplied to:
>- Plywood; ASTIVI D41 primed plywood; OSB; ASTM D4lprimed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group, ILLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRA~BUILTAXateria|s Group, LLC requireston8ue'and'8rooxe board decking be covered with plywood or
OSB prior tpinstallation nfthe self-adhering undedayment.
5.6.2
Tri-Built San6-NSAShingle UndeHayment Tri-Built S/A8TTUQn6edaymentorTri-Built Smooth RTSyA
Under)aynmentapplied to:
�
Dens Deck Prime;SECUROCKGypsum-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
underfoam'on tile systems (Tri-Built S/A HT TU Umderlayn`ent only), insulation attachment shall be
designed by a qualified design professional and installed based on testing ofthe insu|ation/under\ayment
system inaccordance with FK44474,Appendix DorTAS 114,Appendix].
Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance.
Exterior Research and Design,U.C. em/vauv^Report A42960.10.12'n6
c»rtifi*otepyAuthorization*950s s`"EDITION(»oo)rBcmom-xvxzEVALUATION a16048-116
TRI-BUILT Roof unueaavmewts;(800)516-1485 Revision euy/zs 2017
Page 3ovs
1•� t
TRINITY ERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayrr)ent applied to:
r 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 the 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 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), 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 _Maximum Design 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 HTTU Underlayment,self-adhered.
#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 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 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)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 HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION - FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
. .
` / --'
` / �
` U ��1U �N K K |��������
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
orexceed that required under FRSA/TRlApril 2n12(04-%2)'Appendix x,Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet orexceed the Zone 1
design pressure determined inaccordance with FBC18OS. |nthis case, Zones and 3shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are &NSI/SPRI 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 Z.2'1O.1ofFK8Loss Prevention Data Sheet 1-29(January 201G)for Zone Z/3enhancements.
5.7 Exposure Limitations:
Tri-Built $and'R Su Shingle Un6erlaym/ent or Tri-Built Smooth HTS/A UndeHayrnent shall not be left
exposed for longer than 30'6aysafter 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/TR1 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 exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE UmITATIONS FOR DIREcTDECK 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-Built S/A HT TU Underlayment Lugged 4%Exterior Research and Design,uc Evaluation Report A42960.10.12-R6
Certificate ofAuthorization w950o 6T'EDITION(mo)FBcmomxVHzEVALUATION n16048-n
TRI-BUILT Roof unaw,lavments,(800)516-1485 Revision eo9/aS/zozr
Page sofa
~
' '~
� \
�
TRINITY:�� �
' N ��x���K��
|
6. UmsTxLUAT]mm:
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'] Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Bullt Smooth HT S/A
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 under|ayment in FBC Table
1SO7'1,2for the type ofprepared roof covering tobeinstalled.
6.3.2 Non-Tile applications:
While priming isoptional,TRI-BUILT Materials Group, LLC recommends priming the deck ifthe final roof
cover isnot slated for installation within 24hours.
Apply sheet parallel tuthe roof edge. Roll out approximately lOftofmembrane and peel back the first 3
ftofrelease 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 orhand-press the membrane into place to achieve 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
'inchesandstagQerednot1essthanZ-ft from vertical seams inthe course below,sealed inaccordance 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 atthe top ofthe sheet at12-incho.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 ofthe valley or ridge in
each direction. For valleys,apply the sheet starting utthe lowest point and work upward.
6.3.3 :
Reference is made to FRSA/TR| April 2012 (04'12) Installation Manual and Table 1 herein' using the
instructions noted above asaguideline.
For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that
fail outside the scope ofFRSA/TRI April 2012(84'12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
under|ayment. SeeTable 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.
8' MANUFACTURING PLANTS:
Gulfport,MS
9' QUALITY ASSURANCE ENTITY:
UL, LLC—DUA9625;(314)S7O'34D6;k.chance|!or@us.u|zom
'END OpEVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 o=EDITION(uo17)Focmom'nvxzEVALUATION FL16048n6
TRI-BUILT Roof unaerlavments;(800)5167148s Revision 6:09V2$2017
Page 6o+s