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HomeMy WebLinkAboutProduct Approval (3) EVALUATION Most Widely Accepted and Trusted
C-1. innovation
SJRESr*,RtH LABS
ICC-ES Report ESR-3492
S • • s • • a Reissued,03/-2017
reportThis • to renewal 03/2018.
-DIVISION:-07-00-00—THERMAL—AND—MOIST—URE-PROTECTION
SECTION: 07 30 05—ROOFING FELT AND UNDERLAYMENT
RECEIVED
AUG 30 ''011
ST. Lucie County, Permitting 1
REPORT HOLDER:
TRI-BUILT MATERIALS CROUP, LLC
_SdZ _i_Qlf"_e'irc $3�e' n
-Sig►iaiD-K-Sig-SK!f%OGLE-ROOF-uivDERLw'l-AlEuiT--S
l i
c
-1 C `[Cc
C
PMG LISTED
-.......... ...0 ....J.G.. .........:... ...............si `R`
lkol
RKI
'i2111A P=r;n fonf- 1],�3�f;-;wYrs MA-Cfw_.:7 CFwf_� C..:�w.:r.n..lr..r..-y..„c:l �■s
' c:cJ.•: .... .-:
n mrnr 1 J r.___n____rr INTERNATIONAL
IVVS YC./AWulG ill CXC.CIIence .h_3ubsidizif y of COOECOUNCIr
-SCC A=rwnoa
LCC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not CB-PIS
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a 1
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as "J
ISO/IEC 17065
10 tot V p7ru ng or orner rI arrer ir,ruts report y or as io a%Tpr oaucr covered by rile repor .r. Product Certi6ce6un Body AwlµCCN
al000
m
'-ifi i,” ii'i-'rv;;il taiinn c.ar.:ira iii' i:ii rights reserve.,
ESEVALUATIONSERVICE
Most Widely Accepted and Trusted
IMES Evaluation Report ESR-3492
-This reporfis stibject to renewal-March-20-1-8.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
v1v1i0ivK1: v7 vv^vv—TiiiO v^!^-.L.-^�i'I^v a^^vivTUoii Uiiderlaayme its are also used as an aaltGrlate to tlis ICV
eas3 a.'v i i::i i✓ai nci ai.ib\.I:,oG u,vi iai✓te, '15 U, ti is suv di i;5 Gi ici.iiei a of
Section:07 4A 0 E2 of C-14.....-1 11,-.-ere'......en' th.. IDr` TL,.\ M.., 1.... d + F
•ae+..Ee,.rs s. f vv u.r—wee uu e est area.aeetisFe say peens. he—C. „eV membranes are a,a\, use as a component o,
ri.�;�^f��Hrnr.€ernsrrhs�r.>rc�t_j�=ria-;•�;%i�rr�}r�:?=n;.}tizc;�n�it
-REPORT-HOLDER: 3.0 DESCRIPTION
TRI-BUILT MATERIALS GROUP, LLC The roofing underlayments are composed of elastomeric
POST OFFICE BOX 70 modified bitumen blends and other polymers applied to a
RL ITHFRF0RDl, NEW_ -_IF__RSEY 07070 release cheat. Tri-R-1-lilt SIA HT T11 1 inriarlaymant is
(asuu)516-14ts5 designed for use as roof underlayment in nigh-temperature
www.tribuiltmaterialsgroup.com cond:ions.
ww 2�J4d
sIvr4e 1 w'r O,NI l Ia ^'r. The top of Tri-Built S/A HT TU ur lderlayrner It is Covered
•=vra114a1�0 Q �t 1. .with �a ,.nonwoven rpolyester-and etfae -underside :is:seif-
TRI-BUILT-SMOOT-H-HT-S/A,TRI-BUILT-SIA-HT TIJ-AND adhering with a silicone release tiilii. Tri-Built 81A HT Tit
SAND-R SA SHINGLE ROOF UNDERLAYMENTS underlayment has a nominal thickness of 67 mils (1.7 mm)
and is available in 393/8-inch-wide (1000 mm) and
1.0 EVALUATION SCOPE 653/5-foot-long (19 m) rolls.
Tl,n -T - - -mccla i QiA
1.1 Compliance with the following codes: covered witha nonslip plastic surface and the underside is
■ 2012,2009 and 2006 International Building Code(IBC) self-adhering with a silicone release film. Tri-Built Smooth
+ FI SIAdhas a nominal thickness of 47 mils
a 9012, 0L000 al\a GiUUo ((„/IG7-/„/„+fU„i/t uuue
2;mm)-and,.is.-available.:an.36rinch=wide,(9,1-,q,1 -and
65-foot-long(20 m)roils.
■ 2013 Abu Dhabi International Building Code(ADIBC)t The top of the Sand-R SA Shingle Underlayment is
tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced covered with sand and the underside is self-adhering with
in this report are the same sections in the ADIBC. a silicone release film. Sand-R SA Shingle Underlayment
ncm1 ..1 . ..1. czz - --
Physical properties Shingle Underlayment is available in 36-inch-wide (914
mm)and 65-foot-long(20 m) rolls.
Fire Classification h ++ ibut f the -r.l D..:1+ S ortt1 uT o(A T: 0-M
T,IG PIRrIUURGev 4,1e Iri io-114 Sm�4ll1 111 V: a„-�UII
�! ri••v_ r..�i$sar z R{:!:T r_. !• rr}iMrrN_:�P=r:L�4H� f r= rirrry�i».lr.�
1.2 Evaluation to the following green code(s) and/or -been verified as conforming to the -provisions -of -(i)
standards: CALGreen Section A4.407.5; (ii) ICC 700-2015 Sections
602.1.13, 11.602.1.13 and 12.6.602.1.13; (iii) ICC 700-
■ 2016 California Green Building Standards Code 2012 Sections 602.1.13, 11.602.1.13 and 12.5.602.1.14;
- /\1 ham...•..-.\ T'+1..•l ..L.t A - - �Iln'-fnn0 Com..wL:..--.I_
.*-1. 20 15, 20 12 and 2006 ICC 7000 1Vational Green Building that decisions on compliance for those areas rest with the
-.. •.-- ,nn -,, user of this report. The user is advised of the proiect-
.1ial::JCl U"'` 11;%.%. !UU-LL'I U iLL t tJU-L�l L arm- It— i:JU-
9nnn% specific provisions that may be contingent upon meeting
:s peciftc�conditions,sand i the.verification,of:those:_conditions
Aiiriolites verified: is outside the scope of ibis report. I hese codes or
■ See Section 3.0 standards often provide supplemental information as
guidance.
2.0 USES 4.0 INSTALLATION
SA Shingle Underlay.ments are self-adhering membranes 4.1 General:
used as an alternate to the ASTM D226, Tvpe I and Tvpe The underlavment must be applied to a properly prepared,
ii, roofing undedayments specified in Chapter 15 of the dry, clean substrate free of aust, debris, oils and
:IB.E:and..C.hapter;y..of.the:IRC. rThe iTriFBuilt•1Smooth.-HT .unadhered .coatings. =Acceptable --.Substrate :for iTritBuilt
S/A Tri-Built SIA HT TU and Sault-R Sia Siiiitgie Smooth HT SiA and Sana-R Sig Shingie underiayment is
ICC-FS F,valuation Reports are not to he construed as representing aesthetics or any other altribules•nal specifically addressed,nor are they to he constrted c
.mv=°-J✓r;._..._.-.-l.L_....L:.._"gft'.c- ---- ..1...,...- - - - ...L.."I I., - - - - --:_"� -
=- -,
6
to any finding or orner matter in this report,oras to any product covered ny the report. -
rmeva�
Copyright G 2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 2
ESR-3492 I Most Widely Accepted and Trusted Page 2 of 2
nlvwnnd.Arrantahlg gl ihctratac fnr Tri-RI lilt$/A HT Tl I are j.17 rOKinITIONS OF I IRF
plywood, OSB primed concrete, SECUROCK Gypsun7- The underlayment described in this report complies with, or
Fiber Roof Board or Dei sDecl:Prime. Y P P
is a suitable alternative to what is specified in, those codes
installation Of the ui IderiaYrne 9is i Bust be by removal oval ui listed in 9 Section 9 1.0 Of this report, subject t0 the followii 9g
dhe,FeEsaseZm�arada p{yirig,the seif�adhesive�underside coradidons:
to the approved Substrate using applied pressure. 6tarting
at the low point of the roof, a full roll or cut roll of the 5.1 'Fhe-underlayment must-be-installed-in-accordance
underlayment must be positioned into lengths of 10 to with this report, the applicable code and the
15 feet (3 to 5 m) and rolled loosely over the substrate, manufacturer's published installation instructions. In
parallel to tha aavac in n manner that%Alli allnui cirie Lane to the event of conflict between the manufacturer's
Shed water. A minimum of 1 t0 2 feet (305-610 mm) Of Copy Of the manufacturer's installation instructions
re9ccac i91m 9i9USt uc pecicu been 8S a 9c uiruthdcl rayl l icl ri is must be available at the jobsite at all times during
rciiiiaiiiiri%i relVease furl-i heeds tU bVe 1eii-ivvcd
+1. a,,. s +1. ., ., ,,. + ,; T installation.
as - e remainder GI lire unuderlay1 ent is applied. The
�.e-fri+�r!�_'re-e- it::m TYt }I��r",-lr- r..rr^ Hir s3+�:�s.�i.�}h.;.lf�Mc:. _'? Clot:ll:},ii+.n:i_iJ>.m�ti_! tn:.tl3a; TtS^f' tar:r+i'TtzV+'ia`�•rr
-band-pressure. The underlayment-must-be-installed-with -use with-each product,-as-noted in Section-4.1.
edge laps of 3 inches (76 mm) and end laps of 6 inches 5.3 Installation is limited to use with roof coverings that
(152 mm). For valley and ridge applications, after removal are mechanically fastened through the underlayment
of the release film, the sheet needs to be centered over to the cheathinn nr rnf}arc
installation
atio.. F he roof a . , , 5.4 Installation is limited to roof slopes of 2:12
IIIMdIItlLIUII GI tIIC IGGI Covering Cali proceed n�ul9Ediateiy (17 percent) and greater and where the roof covering
i GIiG.-ii IIU app 11Ca-11Uli1 01 the u nUer I Qv 1-11 ell i.j. III—
I. does not involve hot asphalt or coal tar pitch.
Jn'erlay ICn's 119i_ist Ue covered by an approved roof
„;the-t.4,:nsir. " c vrar:r-w.• ?l- 4.1 Hrvit lid
}'nnir-=I:I�rr t c!�tncrr�-ni'_CGc.,_t^}:fetcrii.•rs,r.^rari:!arr�a
-published-installation instructions. with-the applicable code.
For reroofing applications, the existing roofing material 5.6 The underlayment is to be installed only when the
needs to be removed and the existing substrate must meet ambient air and substrate temperatures at the time of
f rent liramentc fnr naw inetall-a inne mc riacnrihari in +hie inctallatinn are ahnva do°F(F°r:l
section (Section 4.1). 5.7 Sand-R SA Shingle Underlayment must be covered
4.2 Ice Barrier: with approved roof covering within 30 days after
in areas all tile roof required lb have an ice barrier unlet
M'.:1+{:`a;C.'� rF?? :n.l merit _ rfr e:a:--.. 2T:1+ &_a t{�?i-i !P 1± {s?rrrl;l
S/A-1#T-fU,Tri-Built Smooth-HT S/A orSand-R SA Shingle Sand-R SA Shingle-roofing -underiayments -are
Underlayment must be installed in sufficient courses such manufactured in Drummondville, Quebec; Chilliwack,
that the ice barrier extends up the roof from the eave's British Columbia; Wadsworth, Ohio; and Gulfport,
edge up the roof to a minimum distance of 24 inches Mississippi, under a quality-control program with
roof underlayment, applied in the field of the roof, must 8.0 `I,,ID`fICE SUBI"ITTED
overlap the ice barrier.
,__,�.„_, 6.1 Data iii accordance with the !CC-ES Acceptance
ta..x I'953�99I99d. kriteria Jor ,Roof Llncderlayments ,.(HG.14), dated .
Fiashitlg must be in accordance with the applicable Code. February 2012(editorially revised February 2014).
Flashing around protrusions must be over the lower course 6.2 Data in accordance with the ICC-ES Acceptance
of the underlayment and the upper course of the Criteria for Self-adhered Roof Underlayments for Use
underlayment to prevent water backup. When used, metal ml as Ice Barriers (AC48), dated February 2012
Hrin armee let he inet�llarl hane.�th tl•Ie f Inr7arlo,rlrTant of
^.-' .. ... ... r.,....,...... -4--Ann.,,. •n f1 rii f,..+.. i.. .,.+...,..Anna.,
the eaves and over the underlayment at rakes. with ASTM D1970 (Section 3.1.1 of AC48) applicable
4.4 Classified Roofina_: to Sand-R SA and Tri-Built Smooth ST S/A. Data in
-i-_ -r_: n..:la n n r IT TI r T_: n..:a n....__al_ T T n9n accordance w/�ii9hJ Section 3.1.2 of AC48 Is applicable
911r 999-oullt S/A nl IV, 999-oulll S inothl nT Jlr-% and .ytOiFriiRuiiti/t1.CFT-7�:AJ.
`, =r..i•!.:C+ `A a?4':irrsL. rlr.;r!c'r!_-x:rrsrt.-m-�,:=t+. c`r!-mac -_
component-of-a classified roof-assembly -consisting -of -6.3 -Class-A and-Class C-rooftests in accordance-with UL
Class A or C glass fiber mat shingle or Class C asphalt 790.
organic shingle complying with the applicable code 7.0 IDENTIFICATION
when installed in accordance with this report over a
...tf::....-:I 11 -.._..-tl::._.. � ..� t::1f iJi!-•--- --_:\. ..._ .-uv. ..... ... .. .. .. ..... . ....... ..v..v..v.... ... ...... . .. ...
underiayments may be used in Class A or Class B roof identified with a stamp bearing the report holder's name
assemblies that utilize roof covering materials specified in (Tri-Built Materials Group) and address, the product name.
the exception to !BC Sections 1505.2 and 1505.3. The the manufacturing date code, the roof ciassification, and
underiayments:mqy?-aiso Lbe I used:with i roof:_coverings E-of dhe evaivation9 report9 numbeer:,(7&SR-_392).
brick, masonry, slate, clay or concrete roof tile, concrete
roof deck, ferrous or copper shingles or sheets, and metal
sheets and shingles, where such roof coverings are
permitted to be used in lieu of a Class A assembly under
Son o....+:a., onn� a
Certificate of Authorization No. 29824
17520 Edinbinb urgh Dr
C RI E E K
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
n S ! gt_s:r:_CrW93XU0_;p-T mnttra l�tl �?4rre= ri?x� F �n,rn,l:r 7 )
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 41h Street
Joplin, MO 64801
(4111/)llZ4-6644
lin
Phillipeb,iirq KC
Dallas, TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Cate-o-: Roofing
V 2Y
�4Pt:T��4Lsn�P/: �fit!:F?j}'Crir?r4.i�c
Code-Sections: 1504.1.1, 1507:2.5,-1507:2:71,-1523.6.5.-1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRIPRI Cnnsimntinn hAntprinlc Tp hn 1l ieq(TST5878) TAP-(MA-02-01 TA,C 100 1995
_.:.....,.:...:.:......:.. ... .:.:.:.
PHI Construction Materials Iechnologies(IS15878) IAP-051-02-01 IASIUU 1995
!-Rtil Construction Materials,Technologies(TST6878) ITAPt05:4c02t01 jTAS 400 4995
rH!Cavi ISti ii%tiiri 11 iviafci ia'i5 i eii nnoivy'icS(i:i 15S7Sj !Ar'-i 14-x2-01 i Av 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
r Fri nein�riinn i:iiaianaic i inni—ii\T�ri i"" ici r_ - TA.:-ilii 1UGv'
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRi Construction Materials Technologies(TST5878) TAP-307-02-0i TAS 100 1995
i'r:I lrUi i$lI UGLIUf I IViii[CI I:i 13 i C(:"'i"WGNS I I J i 50"7 O: i tl�-J I"-Ut-L I Rev i i 1J Illi) I o
PRI Construction Materials T ^hnG gimes(TST5878) TAP°15 02 01 ^,STM D 63801 ^(2 '3).-1
Cons na, to 2CC�. C:
_UL LLC.(TST9628) y 1}2NK9507 ASTMJ3.3161 2016
UL LLC(TST9628),, 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628)' 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TCT96'8) 09;`:K 07896 ASTM D 3161 2016
ASTM D 3462 201 UA
_ !i!i-C^PrT�_.T.13628% '1'!T!']iti'FM1413^ .i _Tu'.^.r^_d2d.^J) S:lS1'nl^.
UL LLC(TST9628) -1 OCA64882 -ASTM D 3161 -2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
I II I l r`/TCT0R)S11 A7=11 nr.A4 ACThA r)C1A1 ')n1)f2/)n111u1
UL LLC(TST9628) 47157043752 AS T Mi D 3161 2016
UL ILC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D3462 2010A
G�-RFmEK,Technica!._SewicesLLLC,(AN61l1.6,U) IT_-BR1-6.D0.113 Calculations e201.7
-fBP1-5001.4 -FL18355=R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
-Elite-Gfass=Seaf® -12=114"-x 36",ASTM-D 3161, Class-F-and ASTM-D 7158,-Cfass-H-self=seaffng, 3=tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
v
(Frederick& asphalt shingle ywith.fiberglass mat coated on both sides with asphalt and surfaced with
--- ----:a1 ceramic grant llac rnrpnlliinn�nrith ACTfI/i rl 3462.
�la;ssa i ,�=1/#':=x�:':�EkST'1��D;7t1�x3, fs4ass+l�lf-�ealrnn,�=.tabt�lt�tairrot>?:withTfzi�mti�s
-(Joplin) mat coated-on.hoth_sides-with-asphalt-and_surfaced-with ceramic_granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
iiiri:iIII Hi nNarllnil :ii iii iiia"r. tilliirii:i=ii 'vYifii iiiiii�rni ---ill iirti
Joplin,Phillipsburg& complying with ASTM D 3462. - -
Tuscaloosa)
Herlta e -Premium 13,1/4;'.x_a9-_3/B,;,.AST M . 6.j, -Class.F-and.AST M-D .7.15$, -Class.H.fiiie_glass
�Inur...rl arlr, !I,Ir
"Phillipsburg-& complying with ASTM-D-3462.
Tuscaloosa)
Heritaae®Premium 12" x 36", ASTM D 3161: Class F and ASTM D 7158, Class H fiberglass reinforced,
it 16uCtlbn� IClm iIICtLV d 0I%,IIiicliiurai aspllan sningie suiraoeu wim mineral grannies complying vom
ASTM D 3462,
Heritage n VintanPn 17-1/Z v Am ©CTM D 3161 Class F and ASTM D 7158 Class H fiberglass reinforced
ff?tillll�#±+*sa! I�rrii>�ted�r�?#tett*r�!.::asT(tr�t�t??rs!e:tiLrf�!�:_v�ith:rrii[?eria!:�r�r_Lx�v:�m?�I;rir:�°�a4th
.ASTM D 3462. v
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
CoMr)!Vinn vi th ACTRA 3462 /+
I lei ILCAU.CV WOOdgatG 12" x JU JIL) AJTIYI D 3IU I, I�IGJJ r fiberglass reit if Vrced, laminated architectural
.-_..___�_•__•__ ZIII11:_!.-. :..._Ml.__.:_1111_!-. 11:11:a -.I 1111_ l - - -- i iti A-,S I-n. r�� rte.
;: :eeae:::.r.; GvAJI:QI;almlulc aulla�eU wlu:11111 la � ...... ..-.._.. ... _
41GIII,/IGJ c.(:nlui�ali vJiiiir.�:i iyi Li,;�Fv�.
sI tali b .-! h11 HZ '
be ilJGU it i}U 11-7non-11 d 1 I1 L only.
-Hip and-Ridge Shingles -12-1/4"x 1-2, ASTM-Q 3161,-Class-F-fiberglass-reinforced, -hip and-ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of anv nroduct chances or auelity assurance rhanaes throuahout the duration for which this renort is valid.
;Ills evaluation report coes nor express nor imply wallamy, ins-mim-non, recommenaeo use, or o ner prccuct attriouies mat are not
specifically addressed herein.
GREEN TAMKO BUILDING PRODUCTS
j� Asphalt Shingles
TECHNICAL SERVICES, LLC
InieTAi i A•nnn,
(Frederick, Joplin,& -Basic Wind-Speed(Vesd): -Max.150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. olvwood existino
ti rQueriuk, Jupiiii;Ivan:' yV�iJli44liVri. - - -
HVH7)R Tiicralnnsa) neck (Non-HVH7); In accordance with FR( requirements;
Cr�lirll�� eV�p?fhcrl mini 1•51329 in n!vn ^A nr�-od ninnk fnr
r1ewconstructinn; Min. 7/16 in. QSR exictin�construction.
�i'trdlt2)IRLr?t: iP4�L<t2ie.� t1? rrf?�LrETTiET ts.
Min..slope: .2-12-and in-accordance-with-FBC.requirements. -Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
:-, Anr, M;;ni ha rt:irF-q"c r :nikuhr-d r.rauatin : iiiC7ii i(7iin�
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installation (Non-HVHL`: Installed 'th 5-11/80-inch CD.^
1 / to auc� Vdiu i exposure Ilii aCCCidai ice Vv"iti i i w
requiLements .alad .naanufacturer,s pubished Justaltation
nuiiu%ons. Shingles snaii be attached using a:ii1-2ir •{ian
Pattern"or"13 Nail Pattern"detailed below.
NAILS
bailing -- .....---------•-•........................................................ S-7ff
Area - _..............•----•-----.......-.-.-..........-------•------......._...............
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
-NAILS
N�Iing ---------- •\\. -------------------• - - 6-7/8i,
T-5-118r,
Butt Edge
r.....e • CHO.-r_,,�� e_._.., n. r_,..-- c...,,
• �—•—— —6 Nail, Pattern
_._.... __...
This-evaluation-report-is-provided-for-State-of Florida-product-approval'underRule-6fG20-3. -The-m anufacturershall-notify-CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
��"�����~��*0�� T�mnOou|u�waPnOouCTo
���mn^��w������ Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritenp(W BouinWind Speed(V:): Max. 1Q4mph
(Dallas. Frederick. Joplin. Basic Wind SpeeU (V,� Max. 150mpk
Toss /(n-�m..ocdarmaa*Ath,,FACcMujoanmsots;
& Solidly sheathed min. 19/32 inorwood plank for
Heritege@Pnnmium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Denh(Non'HVHZ): }naccordance with FBCrequirements;
� Sdid|; ohaathedmi: 1L)i32i:. p{a:k .b.
HeritaUe®RVVuodyate new construction; Min. 7/18in. OSB existing construction.
(Dallas&Frederick) Undar|aymant |naccordance with FBCrequirements.
Wn. slope: 2:12 mnd in momondmnno with F6C requirement-s.
.tbemanufactumr-'s_qppllcationJnstructions.whenjnstm lig
|nstaUokion(HVHZ): -Installed with 5-50 in. exposure in accordance withRAS
115and manufacturer's published installation instructions.
Shingles shall beattached using ^O Nail Pattern" detailed
below.
11 1010110L|U1 I (INUn'1 1 V 1 14): |nataiied, vvith5'oiroin. exposure inaccnnjoncnvvahFBG
ren,uemn�y nmnfce�s pub|i �ed inyt�|| onieadaua ±u
i:ofruct;::& Shingles uho!! heoftocherlusing eifher^A Nail
Pattern"or''6Nail Pattern"detailed be|ow.
FASTENERS NAILZONE
COMMON
[EXPOSILI RE 6-6/8..
Figure 3. HeritaQe0D Heribyge@Pnsnniunn' and HeritaWm@ Wopdgmte (Dallas)
(�c—Y"L=V!
NXLZ
'FASTeNERS /COMMON
OND
~-' FEXPOSURE 5'5/B'
74
-�suwoe4. Me nagaw�'�~�~
G Nail Pattern
ToP15001.4 FL18355n4 Page 4vf11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Tprhnic,A]Services.LL('of anv nrodurt rhanaes or aij2litv assurance rhanaes throuahout the duration for whjrh this rpnort is valid.
/moemm�mnmpnnumm�mmpmo nm/mp�wonamy. mmonm/on. moommenoaouoo. n,omerpmoumonnoumo,nmeenm
specifically addressed herein.
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONEI
---VAF NE—V COMMON BOND
RE 5 5/8"
�7-1121+7-1/2' -318+7-1/2+7-1/2a�
Fimirpii HPr14qnPCR)Wnnrin;ifP-
12-1/2"
Common Bond
FASTENERS
1z
W'W.-WAm=2L W-9
U)0
7
X
(0
W
39-3/8"
Ficjijrp R. Heritages, HeritageCR Pr-e,rnhim, & Heritagenk Wiri
nnnatp
PAINT
LINE,
-------------------------------------------- 7-NAIL ZONE
7-7/8" --------------------- ---------------------
6-Va" r-��----�-EDGE OF
COWIMON
EXPOSURE
ACCEPTABLE
FASB EVER LOCATION
DO NOT FASTEN
ALONG EDGE OF
---------•-------
--------------- CO1IION BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage@(Tuscaloosa)
Expanded Nail Zone
C
TBP115001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
�� � TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
14eritage®Premium
Basic llUjnti Speed(\1 t): Max. 194 mph
(Frederick) Basic Wind Speed(Vaal): Max. 150 moh
Deek,(Rvuz): in_-�Brro[dartce:with FBCrc icert3er3 ;
Solidly sheathed min. 19/32 in..plywood or wood.plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Jillli.ii i/ biicdli ici iiiii i. iL)1JG Iii. Viy-0,1000 O: 1400dU Dl_dni" ib:
new construction; Min. 7/16 in.OSB existing construction.
Underlayrent: in accordance with FBC requirements.
rrin. JIG'pe: 2:12 and in uccer�ance VL^t FBS requiiremertu. {v'f er trl
-the.manufacturer's_ijppiication.iristruciions.when.instailinc
Installation(HVHZ): "Installed with'5 in. exposure in accordance with-RAS-1-15
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below. _
riwiarrairoii trioii-iiviiL): installed arii z) in. exposure in accorciaiice wan r-GL
requirements and manufacturer's published installation
instructions. Shingles shalhe attsrhPri I i_ino either"A"A `a.11
_ a_ahnPattern"or"C3 Vail PatteC " alav, :
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EEaXPO-SUFRE 5"
l
11 1111 -1211 ,{" 1-11I - 1It
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS '-COIVINION-SOND
5112"
F
SURE 5"
11
I II� �91!_IIJ 9II—++31I 91/ail 14-1 II
7 1 Cd -1�7Av�arie�•7em=lir.=�d�=i-�%\
-6-Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Servires.LLC of anv nrodurt rhanoes or nuality assuranre rhanaes throughout the duration for which this rennrt is valid.
arlcn repcn ooes ncr express nor impiy wan an y, I nsraliarlon, recammenc c use, or c;r:er Nraaurr a,L::.U-0 U:a,0—::UL
specifically addressed herein.
GREEKTAMKOBUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
HeritaneRQllt/nodc;ate Basin Wind Rnaed IV,_,.): Max, 194 mnh
(Frederick) Basic Wind Soeed(V.,,,): Max. 150 mnh
D:cekfj on:.+VHZ.-): 3n cordance.with:-FBCrmaLiiEernetits:
Solidly sheathed min. 15/52 in..plywood or wood.plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
LL_ ___..[__a..___°- ---1:__a:__ :.__a-.._a:_-- ..1__ °--a_II:__
ii iC i i idi iiiidi.ilii Ci di/'ui ii.di U i ii ibU UUL1U ii 'vri iCi i i—idiiii ii_i
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): installed with 5 in. exposure in accordance with FBC
requirelnemS an': rn:nut-ar.[urr'e puiivlicrer install
..instructions. 3hingies-shall he_gitaoilad-using-either"4-wail
NAIL ZONE/
FASTENERS COMMONBOND
:;q/T
EXPOSURE 9'
ti =6 .
12-3/8"-- — 11" --►I �1"
Figure 10. Heritage®Woodgate(Frederick)
°f�tA1L�ONE!
FASTENERS - COMMON-BOND
t
EXPOSURE 5"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of anv nrodurt rhanaes or nuality assurance chanaes throuahout the duration for which this renort is valid.
i nis evamanon. repo„aces no-,express nor i mpq warran,y, iasis moon, recomme aeo use, or o,ner proaccr au nowes;na,are noL
specifically addressed herein.
l
G RE E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ VintanPffi) Basic..1/Vinri Speed /\/.g.1• Max. 194 mnh
(Phillipsbura) Basic Wind Speed (Vesal: Max. 150 mph
Dj wk;fR%kZ): dn- ard>ant�a<,mvith rmu cements;
Solidly sheathed min. 19/32 in.,plywood or wood-plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
JI.. r4ne l--J _.-:— A!1" :.- .-1._....J -.....J .1-..-1. i._
JUI:ii:B ar:e-i:leu ::::::. r:;roc :::. u:vb.uuu u: �ruuu
new construction; Min. 7/16 in. OSB existing construction.
Underiayment: in accordance with FBC requirements.
Min cinnw ��•�'� mnrl in arrnrrinnro will PP— rarm:rom�ric —a-or tr.
.,.,,.. ..,..rte �..� .,,.... ... ................. .... ...... v.. ...y.....,..,,..,.,... ...,.... ..,
-the.manufacturer's_ ppiicaticn.lost[lctions.whin.instaiiin
Installation(HVHZ): 'Installed with 5 in. exposure in accordance with"RAS"115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
aiiari0iii (i101-1-1—IVi 14j: inslaiieu wiii 1 0 in. exposure iii accoruai ice wil i i DU
requirements and manufacturer's published installation
in_+ruic-ions shingles shall be attached using,-, eithf-r"-c, nail
Pattern"or"6[Vail Pattern"detailed below,
4U'
4, Etposure
:2 ,11��, Z Notch
$I, I rG.eners t sa
Lj
9 997+` 17-112"
U t5"
Exposure
}
41C' 41/S 9.1M`—�-4114`
—lo->14`—�j �—to-�na•—�}
Fin11rP_ 12, HpritanPQ Vintane®
A; 61_.:9 o=++ innn uvu7 rtn!iA
40' elpmre
Notch
11,111«
� Y
1 -
.d
— — — Zone
1 17-1/r
1 =�
Ft
y
}
7-rr 3fr- 73W-
-v r.., i�ZrYorcli;l�eri�o�Z
"NIait"r'aieern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor impiv warranty, installation, recommended use, or other product attributes that are not
Y
CR E E K TAMKO BUILDING PRODUCTS
1 /1�.i 1�I 1 Asphalt Shingles
AJ TECHNICAL SERVICES, LLC
Hin&Rinne Ragir.Wind Rnppri Max. 194 mph
(Frederick&Joplin) Basic Wind Speed (Vaud): Max. 150 mph
Meaki,(+LVHZ): tlnEar.eardance'w&' h4EBLrMgla mn'tents;
5oiidly sheathed min. 19/32 in-plywood or wood.plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
vuiluly 3iiirdiiicu iiiilii. iuiJL iii. LiivvdUUu ui '"vuuu i/idiir� iui
new construction; Min. 7/16 in. OSB existing construction.
Underiayment: In accordance with FBC requirements.
Min cira)Q. '!L anry..I accor:;ance:h:i.n FBC re-q iremenru
.installation: lnstaiiad.with_5-.1/8.inch_expasure.in_accordance_with_the
. n ulallll 111111.
.The direction of the exposed end shall be away from"the
prevailing wind.
Direction prevailing wine!
-Stara 5-1t8"..expo€ure
%eae--
Ail n _
- 1i c\
1 Start=
Figure 9 here exposure
ivy Is
``Fastener
Figure 2 Figure 3
14"
-Figure-1-4. -Hip& Ridge(Frederick-&Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services; LLC of anv nroduct chanaes nr nuality assurance chances throuahout the duration for which this renort is valid.
in;s evatuatiGn rep:n o oes natt express nor;platy warranty, insiaiiavon, recommenaea use, or a;ner proauc;a,lnOwes mat are nl
specifically addressed herein.
GD E E K TAMKO BUILDING PRODUCTS
j'$ Asphalt Shingles
TECHNICAL SERVICES, LLC
VintanaR Niru&Ridge Ragir.Winn$peers/\/��r1; Max. 194 moh
(Phillipsbura) Basic Wind Speed(V,G_il: Max. 150 moh
!_L3 ek!(HVH I: ttn or.derlrc-e�withi-FaCrEw.uir nts;
Solidly sheathed miry. 19/32 in..plywood or wood-plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Jiii liiiv aiiCdiiicli sills i. ivIJL iii. lily Ur i.ivii Ui 'vriiiJii Ciidl(n M.
-
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: in accordance with FBC requirements.
r.11i?.slope. 2.12 and In accordan-ce:iln ^ori requirement,.
Installation: 1 nStalied.with- .inch-eXpQ&u Ce.i n-a--orda n-@.vdith-irie.F-i C
MU
direction of'the exposed end shall be away from -the
prevailing wind.
Direction of prevailing wind
;Fn-1
Smart
her®
- cr::rcc cr--
!
� Faatener � v
�f�a�sa
fl.fiir a U
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Terhniral Services, LLC of anv nrodurt rhanoes or quality assurance rhanoes throughout the duration for which this report is valid.
;.-.;s avaivavon repur ooes not express nor imply warianiy, insraiia non, recommenaea use, r oiner pr ouuci au-inules final are no-,
specifically addressed herein.
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
A.TECHNICAL SERVICES, LLC
I mmrerina�S
"'f1
2) The-roof deck-and the-roof deck-attachment-shaft-be designed by-others-to meefthe minimum design-toads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal lavers such that the laps shed water from the
deck.
7) ,liastailation sof the evaluated tipraducts shail compby with this,report, Lthe,EK, and Ltlae,raari-u€acturer�s
.published application II structions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
UOMPL1ANCE S T A T EIVIEN T
The,products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with :he Florida Buiidin_g
;Ly'I�I74':a...... ..Ll.:..-f.:.L._.. -.......s-.1. ..-.,. .,.�c41i:_s,.v y
L� _ _ ao L- _ _ „ - - �,G,�11L.�L,U�.L.�.I I IGI 1L.�.�. ..-. , -
Rp
I ,I
� 2017.09.25
111 �7
No 74021
� • * • m (.�f IM•Hw.wnh'iwe•7,L nr+, d
A/g 1^^1
®.T1• y ! 9
'.�'n '•'c� Q p::����� Zachary R. Priest, P.E.
'��d' R�• �� Florida Registration No. 74021
Organization No.ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor viii it acquire,,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
under this evaluation.
Zachary R.Priest,P.E.dues not have,nor will acquire,a;nancla;interest;n any wher ens, involved in the approval process of the
product.
END OF REPORT
TRP1 F001.d FL18355-R4 R3F5-Rd Pane 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
T ech 11ca1 VelVIreJ, _LC of any product changes or quOll•ty assurance changes throughout'the duration i^Vr iiLich t.is IGpVII Is Va11V
.
rhi^ 1 ..al _.....a •;}- ^I. ^y', 'n3•.a1la'.'n , G�vmmenved,.Se, nr1 other pr..r!.,.s mf�hufec♦L.af mm ..•
sperifically addressed herein.