HomeMy WebLinkAboutAPPROVED Updated tribuilt sand underlayment marked metal under 1-WrIFIR-1101R,RR-E-EARCHI& DF_'
3_53-CMPIS TIAN S'1 PPrT _T:it
0 ev.
IRNTY ERD
EV A L U AT i VO N
a --up,MIC CA
e3z-�® Mat als Gi o A'
Rutherford, NJ 07070 Date of Issuance: 10/25/2012
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
products described herein have been evaluated for compliance with the 6h Edition (2017) Florida Building Code
DESCRIPTION: TRI-BUILT Roof Underlayments
sna" be :i- acco.-�=
.z W ti e rec-drements 0— _Accry Qualfty sur inc; t
M ul- _5 Wa �.gency noted
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes-,the referenced
-; t �- - a g sn - , - � 1n nt W-Airt - -fliI A�;,; — Ui_Hui iI d p r n-'
Ulm LVdlUdLlUl1 R;=PVlL y ,I lc 11CIMMU Li;;=llL LUHi AILUU=:-, LU 11ULlly Kuut-n1i N";C-ilillitni,
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
und i i U.
ADVERTIISEMENT: I tie tvaivai ion Keport numuer preceaea Ely trie worts "I rinity I tKu tvaluateo" unay Lie aispayea in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
this,_embre Ev_aiu=ion i—eF=ft
se. Upon re-quie—sr, --2 copy t
as alsirioutors area snail Fie avanabie Tor inspec-don a-c ine Job sae ai ine reques-i oT ine t5unding urnciai.
This Evaluation Report consists of pages 1 through 6.
-T ----- I. ___ ------- -
'�V
Z-7
z
be IIA-0.
f-lOrIGG Kegisri-Grion ivo. 1-10riaG ULA ANtlY6.1 P.L on 09/25/2017.This does not serve as an electronically signed
document.
distributing products it evaluates.
T-in;yl ERD is n- owned, ntr Hed bv any,company,manufa!_,.ringsu-d Str! 'Hng prn-hirt ;.a_._
which the evaluation reports are being issued.
4. Robert Nierninen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
_nm--fic;;"Vf 0-that vumose_
1. SCOPE:
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
n r a t C 0 --M i,h - - --1-I te,
6- E:.j. __ �
9_=, , Ij rim-da mmom-4 GVE tnie_0-D
t..,
Conditions of Use set forth herein.
Section Property Standard Year
1504-11 Wind Resistance FTv1 4474
2011
1 - 201 2 W41A U .414
1.5U4.b ACceierateci weathering X>i FV1 b 155 zuub
1507.2.4 1507.1,1,1507.2.9.2 Physical Properties ASTM D1970 2015
7 1_m_1
3. REFERENCES:
Enti Examination Reference Date
rail _ 4q! A".n C)
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD ITST6049) Phvsical Pronerties 04102/2014
LKU t!: 1 W4�j Pnysicai Properties j4461U.U4.114-1 U4/1UIZUI4
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
physlr I Prnnernes z
q
ERD(TST6049) Physical Properties S40540.10,14 10/31/2014
ERD(TST6049) Physical Properties 5 C 7 6-A 5,00 2.15 02/13112015
Ac_-ierate_�Wea'ner-p-
I I ou-iJ) vviiia nesisLance 31,I4u4D.UD.l _111 Urlui/ZU.L/
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
Ser""- onfirma Ey
ion a0f,4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
"S --
h e e t ,ki t h:-n ce s 1,01 D
MOU'uh-ed biwurrie— i uUf undulav-jmWnt� nd
4.Z irl-DUM 3iA r1i W UnCi6ild-VirleM is a sea-aunering, ficin-waven P01YESter !aUr!L 5W-IaCei], 3U3 1-11001-11ea
bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012.
M T QUITIeU uaw-ner,roo underiayrnenz,meets M.J I I LI.L-1 V.
S. LIMITATIONS:
- - I n
ar�V' jjiA�' FXD V V _iL p I _41V
Designel ui Kecord for any project on which this Evaluation Report, or previous versions thereot, is/was
used for permitting or design guidance unless retained specifically for that purpose.
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,I.I.C. Evaluation Report A42960.10.12-116
EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
Tiii-ZviLV Ruui
Page 2 of 6
� _
TRIM ERD
sUeu ic.diiy ieiecent:eu witisiii i=bC dPP1UVd1 UULU:lients. H 11Ut iisteu, d request ifidy be endue tU tite
Ai_Ahn-.11v Paving.Jurisdiction F„r a"-_ =-_-I v*-ased on the;evaluation combined 1_,3+h r_pi'ain.9 data€or the
5.5 Allowable Roof Covers:
;rirE 0. co,_-_
I I I # Wood Shakes
Underlayment Asphalt Nail-On Tile ! Foam-On Tile Metal ! Ste. State
z- h
Underlayment _r Yes No No No Yes Yes
es z3}= - - YES _
Tri-Built Smooth HT IS A
.a_ll`is ne dnp ov d file adhe i.;.s ; e_n}_combinations.
r:uneawe Div:nio r:wu+.i^Fp:Villasvuuee ioyu:e:eca
Aciti FI Tri-r;m�e{#c :-:T 3:::rct-d.'�r?Hvi,': r#;
5.6 Allowable Substrates:
_ Ei
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built SJA HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
primed Southern Yellow mine;ASTIYi U41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
„e 4flnal .moo. cover is not slated' for installation within 2-1 n0 ,ote:
OSB prior to installation of the self-adhering underlayment.
Tri-Built sand-R sA shingle Underiayaient, iri-buiit SiA HT i u Urideria-Vment ur-i ri-Built SmouIh iiT SJA
Underlayment applied to:
:.,,._. r- per Fuvf ne;=EEC 'ROC. rU _Boa
i ur iri5tdiidtiun i rider McCndil[Ldi"iy dUacrieu prepdreU FUU1 LUVerin6>, inswduar-, Sndii Lae attacrieu per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
lip
�.._ v terns I a < M-i S A �wd�;a,.3,,... u. _tta ..meat 5„all be
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
'i C,y: ... ....F., .a G f:::..,..,.. i.;e: a 'r;.:Ci::::::.3ia;S:�. s r'3V.iv;: rwwi.�:..4i+'.��'i-L'JL:!::;r Ei4f�. u::;ti;if$ o: x ..,.�,,.;.a Si :
Exterior Research and Design,LLC. Evaluation Report A42 Q.1D,12-R8
5'EDITION(2017)FBC NON-HVH2 EVALUATION FL16M-R6
i ni-vtiii.i nvan vuuc:iayn:cuia,tvvvj.isv-iro.a ncvraev::v.v�j d.wj evil
Page 3 of 6
ZRI' l
_md
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
yp. C 5
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
��Qiiemr_roc ron �-sT_-_isanUons undmff T am o 14-T Tul
12).
V iw I F,;SA/TRI Anri' 21%_12 (04-12"i wt Sv k P rn .n n Tilp Apnlr_'
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
61 �4513 fr allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to I margin of safety
A, - 11 M. 'A o
e R r to A A.—If 201-123 ! 412 1,A p w e n d.X-Y. a
#1 Maximum Design Pressure=-45.0 psf:
C 't 1z p I-,p.,N,c -enuirenniandc Y% L!U r rz 0 r r t
U
Primer:
(Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
i On _vrn C:An Tri C;amr-y IU nd -lavI-ntre if i
Structural concrete to meet project requirements to satisfaction of Authority Having
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
requirements to satisfaction of Authority Having Jurisdiction.
I_ecl, and de that rnmy ini-lihit
v C 0 u M _ '.' i.
_N
splinters and wood projections shall be removed/sanded.
DAM— 10ptionall ___W_-I`0 FC'A_FCn1f-1D PRINAFR RFSIr . .........
roller and/or weighted roller to ensure there are no voids, and ensure there are no
110ids/bridging a,sirlonnd Pnd-laps,
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
I_ +
Havin'g.juns—idiMn
and tin caps(FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
eaualiv soaced rows in the center of the sheet
i T
Exterior Research and Design,LLC. Evalu2tinn Repert A429M 10.12-116
6'EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
Page 4 of 6
TRINITY ERD
TC
Ut MALUUU 111CIL it:!qu it t:!u umit:n r_n_a_m=/_i_rs Aprii 4_6 A-I -I'll Appenuix M, I dUltz! -LIA.
-y shW.all rneet nol exceed- he fo -1
mium denign pr-sc.l.ire me s.e I-e at Uedl CaSSembig mawh
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
-en ne Sh U 1-29 and R -- I�n AM- _-L
U,
Section 2.2.10.1.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
_e Lim!-
1 7. I t- _7-
exposed for longer than 30-days after installation
'ns 2"-r..
lij un c%nayrnen- - -I no c ctt c,, —cr
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When itiliding rou"Wess on e umlerlayment i
0 11�y... dirocct-deck Mp ,:in, M;jx'rnu- rcira �hag;
tiles.
W
PAIG -_1
Underlayment I Tile Profile Staging Method
Sinpe
Lugged Max.10-tile stack S:12
is 10-tile stack fbattom 1--tilee Stack
on slope,as shown below)
I I I-DuIlLa/kA HT TU
kip
Exterior Research and Design,LLC. Evaluation Report A42791550ACA2-116
are Awtho-_- 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
--my.......
Page 5 of 6
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
e�L - i- _
nstailaton i -eau:rcrrients su�_,ie L�0 t"iiP 'i imi� �jo." SCt fo and t h
� -
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to r e r--,,V 3 MV d'us end deb..S p r!Vo r-L o ape th
v'
pm �e e sub-s-tr3L.iff
6.5- 1 ri-pum giand-ri SA;7ningie underiaYment, i ri-rium:54A n i i u undegaymenE or i ri-bum Smooin ri i >j A
Ynderlaymeriv.
C'
ASTIA nig-n -r-hle
Or me type c,; prepareo rOOT covering to be insEanea.
6.3.2 Non-Tile applications:
m Fla roof
t'_LJ;C;L1=U IV! lZiL;nI1C:L1%j1 i VVILMI I 1110W:11.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
M
,'-NUjiUit=�ajiy!=AiJIJ:A U PW L LU UiZ ZiuwzkI_Idu=cmu umugl Li;u ciz,iil aJ
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
m c--i.br amn e t C 1. c;i.MIN'-!r a bund.
th- membranc into place to ach
nroom o; hwid pam- he
rluiiluliied; �.wMZ$ ZPHIJUM Wf HHHHHUH'i WilligUiVU LU 3,HVU WdLqfl. VC!"!Ldi LVdMZ5 34;UUIU uV
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
9 R11=81WHI-T Bilatenall-,Giroum,LLC
I t Pl--.- ---=-,.'-- -- -I_'_-- -�-
"IM11 MZiLaimis L J.V faGJ avVVC 0—, InI-1-1
overlap area at the top of the sheet at 12-inch o.c.
P_-
11IJ6%�. Ljlclpr- 11;u MiLu WUM1116 11U111 UIC L,ZIM=l W Lilt: VC11MY Ui llUr5t� ill
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
_51_ie A "--- % C-lI- ITT—Linde, ,nrni --i;11 V;.
Reference is made to FR5AjTRl April 2012 j04-12) installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Trl�,T
A flili, HVIr -r—PTIrc-K i-i Na vkhm
fail outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be lnaderl and sta.-Ped in a mnnn�r that prevents the slinw, C nag Alor APMnRj' to the,
staging.
ING PEPli-O" 'RE&A-KITS:
As requireu by thu r ufiuing uniciai or Authority Having jurisdiction in order Lo proper y evaivate the inuitaualucir, 01
this product.
Gulfport, MS
UL,LLC-QUA9625; (314)578-3406; k.chancellorCo)us.ul.com
M WUAT MN REP-PT-0 OP 0,
Exterior Research and Design,I,'.C, Evaluation Ren-mrt A42960.10412-R6
5' EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
Page 6 of 6