HomeMy WebLinkAboutSand-R SA Marked EXTERIOR RESEARCH & DESIGN,LLC.
[ertlficv to of A uthorizotrarr#9503
TRINITY � D 353CHR15TlANSTaEET', U�VJT#1
3 OXFORD, CT 06478
(203) 262-9245
EVALUA71ON REPORT
TR[-HUlL7 Materials Group, LLC Evatuation Report A42960.10.12-1116
PO Box 70 F11.16048-136
Rutherford, NJ D7070 data of Nsuance: 10/25/2012
(800) 516--1485 Revision 6: 00125/2017
SCOPE:
This Evaluation Report i5 issued under Rule 61620-3 and the aaplltabie rules and regulations governing the use of
constru(tion materials in the State of Florida. The documentation submitted has been reviewed by Robert Meminen,
P-E_ for use of the product under the Florida Building Code and Florida Building Code, Residential Volume, The
prod=ts described herein. have been evaluated for compkanre with the 61h Edit[on (2017) Florida Building Cade
Sections i oted herein_
DESCRIPTION: TRI-BUILT Roof Underlayments
LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLANCE; This Evaluation Report is valid until such time as the named products) changes, the referenced
{.duality Assurance documentation changes, or provisiims of the CodC#hat 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 a the referenced Quality Assurance documentation changes. TrinityiERD requires a cornplete review of this
Evaluation Report relative to updated Code requiremeas with each Code Cycle,
ADVERTrswf;NT: The Evaiivabon Repwt r)U ber preceded by the words 'TrinitytiERD Uzivated" may be di-.Oayed iR
advertising literature, if any portion of the Evaluation Report is displayed, then it shalt be done i n its entirety.
INSPECnON: Upon request, a copy Df 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,
Th15 Evaluation Report Consists of pages 1 through 6.
Prepared by:
Robert,I.M. Niertunen, P.E. �, Tou ;,ti
M�yfn�„���..• The laevrrikirziaPC�'6i wasa4�Few'sedtrYRotertRiemnen,
PlerrdC Rj�gisrra ion No. 59166, Floyido DCA ANE1983 P_L an fl9,'2.VM17.This dedi rmlevem an alituerinRe&W*d
dmwment
CEFITIfICATaON OF EN0XP1kDLNCZ:
I. TrirlityIERD does not haler nor does i; intend to acquire ar will It acqulre, a financial Interest in any company manufacturing or
distributing products it evaluates,
2. TrinItyIERDis not owned,opera ted orcantrol led byarny€ompanyrnanuFa€tLiriggardlsttibuting prod uasitewa[uaies.
3. Rabert Nieminen, P.E. does riot have nor will acquEre, a financial interest iri any€cmuany manufacturing or distributing products for
which the E�ualuation reports ere bE ng issued.
A. Robert Nieminen, P.E-does not have, nor will acquire,a Finan€ial interest in any other eRtity--nvolved in the approval process Of the
Product.
S. This is a building code eva[uatiori. Neither Trinity I ER nor Robert N[eminen, P.C. are, [n any way, the Dessgner of Record for any
project an which this IrvaNation Report, a previous versions thereof, is/was used for permittln8 or deVZrr guidance urLless retaIned
specifically for that purpose.
I
i
TI 111Y ERID
ROOFING COMPONENT EVALUATION:
1. Scvpe:
Product Category: Roofing
Sub-Category. U n der*ment
Compliance Statement: TRI-BUILT Roof UnderWmertts, as produced by TRI-BUILT Materials Group, LLC, have
rlemonstratecl compliance wlth the folltawing mctiorxs of the a EdItion♦;2017)Florida Building Code Through testing
in accordance wlth the following Standards, Corn pIlance is subjw to the Installation Requitements and LImitatlons{
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
75D4-3.1 Wind Resistance FM 4474 2011
1504.3-1 Wind UP111t UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 zoos
1507.2A f 1507.11,1507.19.2 Physical Praperkles ASTM O1970 2015
15073.3 Physlcai Properties FR5A/TRI A01 2012(04-121 2D1.2
S. REFERENCES:
EntftV pgmfnatfen iRefemnc Date
ERD(T5T6049) Physical Properties 540540.02.13-1 02/19/2013
ERD{TST6049) Vhy4calProperties 540540.IlAa 11119f2013
ERD VW60491 Physical Properties 540540,09.14 03/26/2014
ER (T5T6049) Physlcal Properties 544670-04.14-7 04/02/1014
ERD1 TST50491 Physlcal properties 544870.04,14-3 04/02/2014
ER6(TST6W9) Physlcal Properties 544S70-04-14-1 04}IG/2014
ERD(TST6049) Physical Propertles S44876,04,14-4 04/10/2014
ERD[TSTWO) Physical Properties 543530.02.14-1-Ri 05114/2014
ERV(TST60491 Physical Properties 543530.05,14 05/28/2014
ERD(f5TS049) Physical Properties 540540.10.14 10/31/2014
ERD{TS 60491 Physical Properties SC7645.02.15 02/1R/1015
ERD{TST6049) Accelerated Wee thering SC8520,04.15 05f27/2015
ERR(TYM491 Wind Resistance SC14045.O5.17-R1 06/07/2017
UL,LLC.(QUA9525) Quality Corrtrpl fw uWple-Llstlrig A16814 12/10/2015
UL,LLC.(QL A96251 Quality Control Service Confirmation Exp,D7118/2020
4. PRODUCT 1)ESCAIPTIQM:
4.1 Tel-Bull[ Sand-R SA Shingle Undeslayrnent Is a self adhering, glass-coat reinforced, sand-surfaced, 505
modified bitumen roof undeTlayrnent,with a 36-lnrh sheet width;meets ASTM D1970.
4.2 Trl-Sullt SIA HT TU Underlayment Is a self-adhering, non-woven polyester fabric Surfaced,SRS modified
bitumen roof u n de rlayment; meets ASTM D1970 and FR$A,/TRI Aprll 2012.
4-3 TIi-Built Smooth Kr SfA Underlayment is a self-adhering, glass-mart reinforced, film-surfaced, 5B5
modified bitumen roof underlayfnent, meets ASTM D1970,
5. WITATIONS.
5-1 This Is a building code evaluatlon. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way, the
Designer of Record for any project nn which this Evaluatlon Report, or previous versions#hereof, isfwas
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Fteport is not for use in FEiC HVH7jurilsdictians.
5.3 Fire Glasslflcation Is not park of this Evaluation Report; refer to current Approved RoOng Materials
birecto ry fo r ff re ratings of this product,
Exterior Research and Fees-rgn,LLC. Evaluation Repot#A41960-10.12-I16
Cer0f camp 6f Authwharfm AVS(?3 fi"EVIT6ON(2027I FBC K4N-NVHZ EVALURTIDN FL.saas•R&
TR1-BUELT R044 Llndtftyment3;IRi 516-L485 Revlslan 6;0912512017
Page 2 c4 6
T INI ERD
5.4 TRi-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC apprava5 documerlts, if not ftzed, a request may be made to the
A"thority Having]urlsdictiorr for approval based on this evaivation combined With supporting data for the
prepared roof covering.
5.5 Allowable R�qver$.
TAKE 1: ROOF COVER OMONS
Asphalt F Underlayment I I Nail-On Tile I Foam-On The I metal 11Noud 5g�s s 518te
5}tinglts
Shin l
-W-80141 Sand-RSA Shingle Yes No N4 Na Yes Yes
Urideriayment Yes
—
Trl-Built 5f A HT TU yes I Yes I yes Yes Yes
Underlayment I SeeS,5,{
FTri Built Smooth fIT 5{fl
Underlayment I Yes N❑ No I Yes Yes Yes
', ---
I
5-5.1 "Foam-On Tlle"is limited to use of the fallowing Approved the adhesives/underlayment tornbina,ions.
TABLE 3A:ALLO WA9 LE TItE HtoH E5LVE f U NOERLAYMENT COMBirla,tloNS'
Adhesive Florida ProductApproval Underlayrnents
iCP Adhesives Polyset°A,H-160 FL032 ` 7ri-Built 5/A HT TU Underlayment
0DwTlleBorLd-1 FL22525 Sr113u1tt5fAHTTUUnrierlayment
5,6 Aliowvable Substrates:
5,61 Direct-Band to Deck;
Tri-8uiit Sand-P Sri Shingle Underlayrnent,Tri-Built S{A KT TU Underlayment or Tri-Sulit 5rnoDth IRT SIA
Underlayment applied to:
Plywood;ASTM D41 primed plywood, OSS, ASTM D41 primed OSS, Southern yellow Pine;ASTM V41
primed Southern Yellow Rine;ASTM 041 prlrned structurai concrete.
While not required over Plywood, O58 or Southern Yellow Pine substrates,TRI-BUILT Materlals iSraup, LLC
recommends priming the deck if The final roof cover is not slated far installation within 24 hours. Bake;
TRi-RU1LT Materials Group, LLC requires tongue-anti-groove board decking be Covered w1th plywood or
OSS prior to installation ox the self-adhering underiaymenk,
5,6,2 Bond-to-insulation:
Tri-Sulit Sand-R SA Shingle Underlay ment,Tri-guilt 5/A HT TU Underlayment or Tri-1Bulh 5moah HT S/A
UnderIaymera applied to.,
, bens Deck Prime;SECUROCIC Gypsurn-Fiber Roof Board,
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared rao(covering manufacturer's Product Approval. For installations
under foam-on file systems {Trl-Built 5JA HT TU UFWUl8yment anly}r insulation attachment shall be
designed by a qualified design professional and In5tailed fused on testing of the irl5ulatkr�nJa�r derlayment
systern in aCcordance with FM 4474,Appendix D or TA5114,Appendix!-
!Refer to VE?Manufacturer's orAdheilve Manufac#vrer.5 F1orfde Peoduct Apprz?v aJ for Overturn;ng Moment Re5lstonce PerfarmUnGe.
Exterior Research and Design,LLC. Evaluation Repott A42960.10.12,•116
Urt fftpte of Autharhr&Vvn#9503 6"'EVITIMJ 122027)FSC NON-HVNZ EVALUATLON F1.16048-RG
TRAU1LT Rwf Undedayments;(SM 516.1495 ROW1 to n 6;09J251 2039
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Laker;
Tri-Built Sand-f#SA Shingle Underlayment,Tri-Built S/A 14T TU Underlayment or Tri-Built smooth HT SfA
Underlayment applied to:
r ASThrI D226,Type I or I felt,
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-ors tale systems (Tri-Suilt SfA 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 UndPr!ayrnent Sy�srems in roam-fin Tile Applicatlons: FRSA/TRI April 2012 104-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the Systems, where
the underlayment forms part of the load-path, The foIIa}wing wind uplift limitatlons apply to direct-deck
underlayment systems that are not addressed in FRSA/TRl April 2O12 (D442) and are used In Foam-on the
applications, Maximum Qesign Pressure is the result of testing for wind load resistance based on
a!Imyable wind €oadSr and reflects the ultimate passing pressure diwldad by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied), Refer to FRSA/TRI April 2017 (04-121, Appendix A,Table 1A or
FSC 1609 far determination of design wind pressures.
41 h9aximurn 1)es'.en Pressure=-45.0 psf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction,
Primer: (Opt IQna1)AST D41 or RESlSTO EXTERIOR PRIMER
Underlayment- Tri-Bulit SfA HT TU Underlayment,self-adhered,
42 Maximum aesi?n Pre sure=-G7.5 psf:
Deck- StructuTaf concrete to meet project requirements to satisfaction of Authority Having
Jurlsdirlion,
Primer; Soprema Elastocel 600c
Underlayment: Trl-Built$/A FIT TU Underlayment, self-a d h c red-
#3 Maximum Design Pressure=-150.0 psf:
Deck: Mira. 15132-inch APA-rated BCX plywaad (may be Installed C-slde up) to meet project
raquirernents to Satisfaction of Authnrity 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 sfiarp
splinters and wood projections shall he removed/sanded.
Primer, (Optional)RE5ISTC EVERIOR PRIMER
Underlayment: Tri-Bull# SfA HT T1,_l 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
vaidsf bridging at side and end-Jap5-
,144 Maximum Design Pressure=-60.b as#:
Deck- Min. 19f32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base 5heev Soprema Sopra-G or ModifW Sapra-C mechanically attached with nails (FBC 1517.5.1)
and tin Caps(FBC 1517.5.2)spaced fi-Inch o.r. at the 4-inch laps and 6-inch ax, in three,
equally Spaced rows in the tenter of the sheet.
Undprlayment-. Tri-Built SfA HTTU UnderIayrnentr Self-adhered.
Fxteriar Research and Design,LLC. Swawation Report A42950.10,12-R5
arftrx6te ofAuthortsa#rorr#9503 6'"EtaITION 12017I FBC NON-HVkiZ EVALUATION FL16049-R5
VtkaUl LT Roof Underlsymants,(1001 S16-4465 ReAsic n 6;4912S f 2027
Pigs 4 of 6
TRINITY E D
5.6-4.1 For mechanicaIIy attached ba 512 et x1mu d�igri ressura di}c f for T hie 1Acted assembly shall rne2t
or exceed that required under FRSA a I ApC�fhe Zone 1
,Afternatively, the m-aximum desigj) p�ancere for the with >=�CsJ<609�dIn t�li5 �ase,h��lnes 2tand or e3 sltatilxceed ternpl�y �l't
[ieslgn pressure determined in a o
attachment density designed by a qualified design professional to resist the elevated pressure Criteria.
Corrrmonly used methods are AN511SPRI WD1, FM Lass Prevention Data Sheet 1-29 and Roofing
Appillcatton Standard RAS I'L7. Assemblies marked with an asterisk'° Carry the limitations set forth In
Section 7.2.10,1 of FM Loss Prevention Data Sheet 1-29(January 20161 In Zone 2/a enhancements.
5,7 Exaosure Limitations;
Tri-Built Sand-R $A Shingle Underlayment or Tri-Built smooth iiT Sf+� Underiayment shall not be left
exposed for Iongef;tan 30-day5 after installation
Tri-Bu lit$/A KTTU Underlayment shall not he left exposed for longer than 180-day5 after installaVon.
5-9 Tile Skga e Limitak+ons TAS 103 er fRSAfTgl A ril 201 {04-121L
Wien loading roof tiles on the underlayment in direct-deck the assemb,ies, the maximum roof slope shall
be as follows- These slope limitations can only be exceeded by using battens during lu;gding of the roof
tiles.
TA9LE Z. JILE SLIPPAGE LLMffATION5 FORD,I AECT-Q6C1LTite IR57ALLAT10I15 Maximum
Tile Profile Staging Method #61
ope
' lfnderiayrnent � 2
Flat Max.IQ,tile stack
Lu
Max.10-tile sta€k 5.1
gged2
Max. 1G-tile stack(bottom 2-tile stack
shall be inverted,followed by S tiles high 6-iZ
on slope,as O'Dwri below}
Tri-Built 51A RT TU 1
Underlayment Lugged
f
Evalubtl8n Report A42%0,110.LZ-R6
IKkerior Rnwarcb end pFgign,LtC. FL1804B-R6
CertyflCate of AurhGriratlan M5503 rp"PDiT1DN 12017)k9{NC1N-hVRZ LVALUATIOh Ri±wlslon 6:0912512017
TRj,aU1LT Roof Urkderlayments;OW)51fr1485 page 5 off;
TRIM Y ERE)
G. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUTT Materials Group, Ur-
published installation re€Orements subject to the Limitations set I'arth in Section 5 herein end the
spetifirs noted bL=low_
6,2 Fie-fasten any IuG5e decking panels, and cherk far protruding nail heads. Sweep the substrate thoroughly
to rem ave any dust and dewris prior to application,and prime the substrate(if applicable),
5.9 Tri Built Sand R SA Shingle Underlayrne t,Tri-Built $/,A HT I Underlayment or Tri-JL SmDOh.FiS 51A
Underlayment:
63-1 Shall be installed in compliance with the requirements for ASTM U1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed,
6-3-2 NQn-Tile applications-
While priming is optional, TRI-BUILT Materials Group, UC recomrnands priming the deck if the final roof
cover Is not slated for installation within 24 hours_
Apply sheet paraliel to the roof edge- fall out approx€mately 10 ftof membrane and peel back the first 3
ft of release film_
Adhere the exposed parr to the substrate and unrol e remaining membrane as far as possiVe,
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, conflgured to shed water. Vertical seems should be 6-
Inche5 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 installirrg at slopes above 8;12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
cvferlap area at the top of the sheet at 12 inch o.r.
For Valleys and Ridges; Cut underlayment Into A to 5 foot lengths. 11 eeI the release paper and renter sheet
Dver 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 paint and work upward.
63,3 Tile Applications I Tri-Bulit 5 A HT TU Underla Ment onl
Reference is made to FRSA/TRI April 2012 (04-12) installation Manual and 72ble 1 herein, using the
instructions noted above as a guideline.
FGr foam-on rile appIiraNOA5, referenc42 is rnade to 5ecUan 5.6.4 herein far wind resistance limitations that
fall outside the scope of FRSAITRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
undarlayment. See TahIe 2 hereir, and ' RVBUILT Materials Group, LLC published requirements far the
staging.
7, BUILDINGPEFLMITREgUIREMEr9 S:
As required by the Building OfficlaI ar Authority Having Jurisdialon In order tv properly evaluate the installatlon of
this product.
0. MA<HLIi=ACTURING PLANTS:
Gulfport, IVIS
9. QVALITYASSU PAN aENTITY:
UL, LLC—QUA9625;(314)578-3406, k.chancelIorgu5.u1.com
-END OF EVALUATION REPORT-
EXLenlor Rew4erh and de sign,u C- Ewalua#inn Report A42960.10.12-RG
rertftwir4iJArrthorhfflUn#950 67"EDITION 12017)Far NON-HVKZ EVALUATLON FL16008•RG
TRI-BUILT Roof Underilayments.(WO;516.1485 Rcvtslon 6:09 f 2512017
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