HomeMy WebLinkAboutEVALUATION REPORTBY , Certificate of Authorization No., 29824-
, C" R E" K
pmflffi� 1752b,'Edin4urgh Dr
Tampa,_ FL:33647
TECHNICAL SERNR ES,, LLC (813) 490-3421
EVALUATION REPORT FL0RlDA-BUiLDING'C0DE:4"EDITION:1.2017:).
Manufacturer: ATLAS ROOFING CORPORATION Issued September30, 2017
2000 Riveredge Parkway; Sdite 800
Atlanta, GA 30328
(770). 6.1276267
w+.+Ay_atlasroofinq.com
Quality Assurance: UL LLC'(QUA9625.)
SCOPE
Category:
Roofing
Subcategory:
Underlaymenfs
Code Sections:
1507.1.11518.4, 1523.11A, T523.6.5.2.1
Properties:
Physical properties
REFERENCES
I
Entity
Report No.
Standard
Year
PRI Construction Materials?echnologies (TST6049)
ATL-033.02-01
ASTM.D 226;
2009
PRI, Construction'Materials Techndlogies (TST6049)
ATL7068-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies.(TST6'049)
ATL' 068-02-01
ASTM D 4798
: 011'(2016)
PRI Construction, Materials Technologies (T8T6049)
ATL-0'68-02-01
TAS 110
2000
PRI Construction Materials Technologies (TST6049)
ATL';069-02-01
ASTM,D 19.70
2015a
PRI Construction Materials Technologies '(T.ST6049)
ATL'090-02-01
TAS 103
1,995
PRI' Construction Materials Technologies (TST6049)'
ATL21.49-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies,(TST6049)
ATL 184-02-01
ASTM Q 1970
2015a
PRI Construction Materials Technologies (TST6049)
BWFl-533-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST6049)
BWR,543=02-01
ASTM D 1970
2015a
,PRI Construction Materials Technologies (TST6049)
MSA-004-02-01
ASTM D 1970
-2015aPRI
Construction Materials Technologies (TST6049.)
MSA-007=02-01
UL 1897
2012'
PRI Construction Materials. Technologies (TST6049)
MSA-026-02-01
ASTM D.1010
2015a
PRi Construction Materials Technologies (T8T6049)
WRMG011-02=01
ASTM 1970
201.5a
PRI Construction Materials Technologies (TST6049)
MSA-007-0.2-0,1
UL 1' 97
2012`
PRI Construction Materials Technologies (TST6049)
MSA-630-02-01
ASTM D 1910
2015d
UL LLG(TST1740)
02 NK40952
ASTM DIim
2015a
ULLLG (TST1740)
02 NK40952
ASTM D 226
2009
UL LLC (TST1740)
02 NK40952.
ASTM D 2626
20.04(2012)E1
UL LLC (TST1.740)
02 NK40952
ASTM D 4869
2016
UL LLC (T8T1740)
02 W40952 .
ASTM:121.6380
2003 (2013)
ATL1400,1
FL
This evaluation repotfiis.provided for.State of Florida produc(approVal under Rule 61G20-3:1 The: manufacturer:shall notify CREEK
Technical Services, LLC of any product ehanges: or quality assurance changes throughoufthe duration forwliich thisreport'is valid:
This evaluation report.does'not express nor'imply -warranty, installation, recommended use, or.other product`attributes that a re not
specifically addressed herein.
CREEK ATLAS ROOFINGCORP:ORATION
Rbdfing Underla'ymenis
TECHNICAL SERVICES. L.LC
PRODUCT DESCRIPTION
#15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment' for'use in the'
HVHZ and. non-HVHZ
#30 Organic Saturated Felt
ASTM D 4869:, Type. Il asphalt saturated organic felt underlayment for use in the.
non-HVHZ only.
#30 Specification Felt
ASTM D 226, Typb�,ll _asphalt saturated organic -felt underlayment for use:in the
HVHZandnon-HVHZ.
#43 Base Sheet
ASTM D 2626: asphalt saturated and coated, non=perforated, organic felt
underlayment for use in the HVHZ and non=HVHZ
#.90 Mineral Surface Roil
,D
ASTM.638t7, Glass M asphalt:saturated organic roll roofing sheet for use,in the
Roofing
HVHZ and non-HVHZ.
Gorilla Guard® EVERFELT 30
Asphalt -saturated ,organic felt underlayment reinforced with .glass fiber that meets
the performance requirements .of ASTM D 226, Type I for use in the HVHZ and
non-'HVHZ.
Slate/Tile Underlayment
ASTM D 6380, Glass M asphalt -saturated organic roll roofing sheet for use in the
HVHZ-and non-HVHZ.
WeatherMaster® Ice and
Water 100
ASTM D 1970 SBS modified, self -adhering underlayment reinforced withsq
a:
fiberglass .mat` and a �granuiar surface for use in the HVHZ and non-HVHZ. The.
self-adhesive side is. covered with a, release film, which is removed during
installation.
t Weather'Master® Ice and
Water 200
ASTM. D 1970 SBS modified, self -adhering underlayment reinforced with a
fiberglass mat: and' a granular surface, for use in the HVHZ and nonHVHZ. The.
self-adhesive. side is covered with a split -release film, which is removed during
installation.
WeatherMaster@ Ice and
Water'216
ASTM D 1970 SBS 'modified, self -adhering underlayment reinforced with a
fiberglass mat and 'a granUl8t surface for use in the HVHZ and non'=HVHZ.. The
self-adhesive side. is covered with. a split -release film, ,which is removed during
installation.
WeatherMasterO Flexible Ice ASTM D '1970 SBS modified,'self-adhering underlayment-With plastic film'surface
and. Water for use, -In fhe• HVHZ and non-HVHZ. The self:adhesive side iscovered with a
split release'film, which is removed during installation..
WeatherMaster® Pro -Grade. ASTM D 1970 SBS modified, "self -adhering' underlayment with a fiberglass mat
Ice and Water reinforcement and" a. poly=fabric surface for use in the,HVHZ and non-HVHZ. 'The
self: adhesive side 'is covered With a release film, which is removed during
installation.
WeatherMasterO Tile TAS 1;03 SBS modified, self -adhering underlayment with a fiberglass mat
reinforcement and a poly -fabric surface for use. in the HVHZ and non=HVHZ. The
self-adhesive .side is covered with a release film, which is removed during
installation.
ATL14001.4A FLt7322-R4 PagQ:Zof 9
This evaluation report: is provided for State of Florida product approval under Rule:61 G20-3; The manufacturer'shall :notify OR
Technical Services; LLG-of`any product' changes orquality:assurance 6hanges throughout the-duration"for which'this.report;is;valid.
This evaluation report -does ,66t.express nor imply warranty,. installailon; recommended use, orother product, attributes that are not
specifically addressed herein.
CREEK ATLAS ROOFING CORPORATION
Roofing Underlaymenfs
TECHNICAL SERVICES. LLc
APPLICATION METHOD
Installation shallbe in accordance withthe published manufacturer's Installation instructions; the F6iC, and the
requirements below.
Deck substrates shall be clean, .dry, and free from, any irregularities and debris. All fasteners- in the. deck shall be
checked for protrusion and corrected prior to und.erlayment application.
The roof deck shall' be constructed of closely fitted -plywood sheathing for new or existing 'construction. Plywood deck
joints.
shall be 'installed in accordance with FBG requirements. Roof decks shall have no more than 1/8"` gap -at-abutting
Exposure of the underlayments shall be limited':to a maximum .30 days except as follows:
a) #15 Specification, Felt, #30. Specificatlon Felt, and #40 Base Sheet' — .exposure for than 24 hours may
adversely affect product performance
b) WeatherMaster® Ice and Water 100, Weath'erMaste'r® Ice and Water• 20.0; and. WeatherMasfer®. Ice
and Water 216 — maximum 30 days
c) WeatherMaster® Pro=Grade tce.and Water and WeatherMaster0 Flexible Ice and Water - maximum
30 days
d) WeatherMaster@ Tile — maximum 90 days
Self -adhering underlayments may ;be adhered .to primed;or uiiprimed plywood -substrates in the non=HVHZ.
Roof -coverings shall be mechanically fastened through: the underlayment to the roof deck 'except as, follows :(or as
indicated,in other current FBC product- documents):
a) WeatherMaster® Pro -Grade Ice and' Water or W,eatherMaster® Tile —1CP Adhesives Polysef AH71'16o
b) Slate/Tile. Underlayment or #90 Mineral Surface 'Roll Roofing — Convenience Products Touch n'',Seal
StormBond Roof Tile Adhesive Dow TileBond, or IC.P Adhesives Polyset AH-160
Allowable Roof Coverings:
Underla ent
915 Specification Felt
-Asphalt
Shin les
Y'
=.Shlnfds
Y
Composite or
Photovoltaic
Shin les
Y
Wood
Shingles and
.Shakes
Y2
Slate
Shin les,
Y.
Clay'and
Concrete Tile
N
#30 Organ to'Saturated Felt
Y
Y
Y
Y
Y
N.
#30 Specification Felt
Y
Y
Y
Y
Y
Y
#43 Base Sheat
Y
Y
Y
N
Y
Y.
490141neral'Surf6ce RolfRoofiitg
Yl
N
N
N
N
Y
Gorilla Guard3? EVEtFELT 30
Y'
-Y
Y
YZ
Y
N
SlatefTile,Underiayment
WeptherMastertsl Ice and Water
100
WeathorMasterO Ice and Water
200
20 Weal arMaster� Ice and Water
WeatherMaster0 Flexible ice and
Water
WeatherMastei Pro -Grade Ice
and Water
Y1
`/
Y
Y
Y
Y
N
Y
Y
Y
Y
Y
N
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
Y
Y
Y
N
N
Y
$
Y
N
N
N
Y
WeatherMasterG,Tiie
Notes: 1) Ooen V91161kannl1rnt1nnc,nor
Y
Irn7.,3 an
Y
Y
N
Y
2) Wood shingles only
FL17322-,R4. Page:3 of 4
This evaluation -report 'is provided'for State of:Florida product approval,under,Rule 61.G2o-3. The manufacturer shall,notify CREEK
Technical Services, LLC of anyproduct:changeb'or•qualiVassurance changes throughout•the duration;foe which this;reportis "valid.
This specifically addevaluation repod.does not express nor, Implywarranty, installation, recommended use, or other product
ressed' fierein'. attributes that'are not
specifically -add
CREEKATLAS ROOFING CORPORATION
Roofing Underlayments
TECHNICAL SERVICES, LLC
WIND RESISTANCE (NON-HVHZ ONLY)
The Maximum Design Pressures shown below were calculated using a.2:1 margin of'safety per FBC Section 1504.9.
Underlayment System No 1 — WeafherMaste4 Tile oh-1y
Roof Deck. Min. 15i32-inch CDX.plywood attached to wood supports spaced a maximum'24" o.c.
Underlayment: WeatherMaster0 Tile shall be fully, adhered -to the optionally primed plywood deck.
Maximum Design -52.5. psf
Pressure:
UmAnoNs
1) Fire Classification is not within the scope of this evaluation.
2} Roof Slope limitations shall be in -accordance with FRG requirements..
3) Installation of the evaluated product shall comply with this report, the FBC, and the.manufacturer's published
application Instructions. Where discrepancies exist between these sources, the more restrictive aril FBC
Compliant installation detailsh'all prei!ail.
4) Products described within this report may be used as described in other current FBC .product ,approval
documents.
5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved ;in'this or. other
current FBC product -approval documents.
6} All,products listed in this. report shall be manufactured under a. quality assurance program,.in compliance with
Rule 61 G20-3.
COMPLIANCE STATEM
The products evaluated herein by Zachay R. Priest P:E. have demonstrated compliance with the Florida Building
Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer:.
,,��ti►�Iltrriry��
%G�Pp,Y
tiP.•\' �C.ENS201.7..09.30
N.o 74'021
1 12 44-22
• )� ' x ale., t.+.04]nWP.1i..t
• -04�00
STATE OF <l/:
�'��'A,
�S • O, R 1 V P �N Zachary R. Priest; P.E:
01
Florida Regist tiion No. 74.021
Organization No:ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor wilUt 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.
Zachary R. Priest, P.E. does not,have, nor will acquire, a financial interest in any, company manufacturing or distributing products
under this evaluation.
Zachary R. Priest,-P.E. does not have, nor will acquire,.a financial interest in,any other entity involved in the approval process of the
product.
END.OF REPORT
ATL 14001.4A FL17322-R4.
This evaluation report is provided for State of Florida product;approval under Rule.61.G211-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality.assurance changes throughout the, duration for.which this repoitisrvalid.
This evaluation report.ddes not express nor imply warranty,, itnstallation; recommended use; or other product attributes thatare not
specifically addressed herein.
Certificate of Authorization No,. 29824
17520 Edinburgh Dr
Tr
Tampa, FL 33647
GHICLSERVICES, �,,,L(8i8) 00,-3421
EVALUATION REPORT FLORIDA_;BUILDING CODE.'6T" EDlT10N (2017)
Manufacturer:
ATLAS ROOFING CORPORATION Issued September30, 2017
2000 Riveredge Parkway', Suite 800
Atlanta, GA 30328
(770) 612-6267
Manufacturing Plants:
Hampton, GA
Meridian, MS
Dangerf1pld, TX
Ardmore, OK
Franklin, OH
Quality Assurance:
UL LLC,,(QUA9625)
SCOPE
Category.:
Roofing
Subcategory:
Asphalt Shingles
Code Sections:
tsok,1.1, 1'507:2:5', 1507.2.7.1, 1523.6:5.1
Properties:
Physical properties, Wind Resistance, Wind Driven Rain
PRODUCT DESCRIPTION
Legend (Ardmore)
ASTM D 3161, Class F fjberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally -activated., self --sealing sealant stripe that'complies with ASTM D 34:62,
Gla"ssMaster® 30
(Ardmore & Hampton)
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed;
thermally -activated; self-sealing ;sealant stripe that complies with ASTM' D 3462,
Tough -Master® 20
(Ardmore & -Hampton)
ASTM D 3161, Class F fiberglass reinforced, 34ab asphalt shingle :with a dashed',.
thermally -activated, self=sealing sealant stripe that complies with ASTM D 3462.
Pro -Cut@ Hip &,Ridge
(Ardmore & Hampton)
ASTM D ''3161, Class F -fiberglass reinforced; hip and. ridge asphalt shingle•with 'a
dashed, thermally -activated, !self. -sealing sealant stripe, that complles
with ASTM D
3462:
Pro-Cut@i Starter Strip
ASTMDD 3161.,, Class, F fiberglass :reinforced, starter asphalt shingle with_a dashed,
(Hampton)
thermally-activated,aelf-sealin'g.sealantstripe that complies with.ASTM D 3462.
ProLAMnll Architectural
ASTM D,3161', Class F &.ASTMD. 7158, Class.H fiberglass reinforced, laminated
(Hampton, Franklin &
architectural asphalt shingle: with a dashed, thermally -activated; self-seaiing sealant
Meridian)
stripe that complies with ASTM.D 3462:
Pinnacle®Pristine,
ASTM:D,3161., Class F & ASTM D 71-58,'Class; H fiberglass reinforced;:lamineited'
Pinnacle®'Pristine
architectural,asphaft shingle with two; .dashed, thermally -activated; self-sealing sealant
-Lifetime wlScotchgard
;stripes that;complies with ASTM D 3462.
(Dangerfield, Hampton',
Franklin.& Meridian)
StormMaster0 Shake ASTM Q 81,61, Class F &.ASTM.D 7158, Class. H fiberglass reinforced, laminated
(Dangerfleld) archiiectural.modif ied'asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that: complies with ASTM D. 3462.
ATL13002.6 FL 16365=R6 :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'IN report;is valid.
This -evaluation report. does not express -nor Im I wafran p y ty; insfallation; recommended use, or other product attributes #hat are not
specifically addressed herein.
CREEK
a' ATLAS ROOFING CORPORATION
TECHNICAL -SERVICES. LLB Asphalt Shingles
StormMaster@ Slate ASTM D 31.61; Class F &..ASTM'D 71.58, Class H fiberglass reinforced, laminated
(Ardmore) architectural modified asphalt shingle with two, dashed, hherrnally-activated, self=sealing
sealant stripe- that compiles with ASTM D 3462.
REFERENCES
Enti
PRI Construction Materials Technologies.-( 'TST5878)
Reoort. No.
Standard
Year
ATL-079-02-01'
ASTM, D 3161
2016
PRI Construction -Materials Technologies (TST5878)
PRI Construction Materials Technolo
ATL-0830201
TAS'107
TAS 100
1995
1995
ies ST5878
9 (T )
PRI Construction Materials:Technologies,(TST5878
ATL-086-02-01 Rev 1
ASTMO 3462'
2011
PRI .Construction Materials. Technologies ;(TST5878
ATL-104-02-01
ATL-1,06-02-01
ASTM D 3462
2010A
ASTM D 3161:
2016:
PRI Construction Materials Technologies (TST5878
TAS 107
1995
ATL-106.02-0'1 Rev 1
ASTM D 3161
2016
PRI Construction Materials Technologies-(TST5878),
PRI Construction Materials Technologies
,ATL-107-02-01
TAS 107
TAS 100
g995
1995
(TST5878 )
PRI Construction Material's Technologies (TST5878)
ATL'-107-02-1
TAS 100
1.995AT,L=109.02-01
PRI Construction Materials Technologies (TST5878).
PRI'Construction Materials Technologies:(TST5878)
ATL-116702701
ASTM D 3462
ASTM D 3462
2011
201DA
PRI Construction Materials Technologies
ATL-11'8-02-61
ASTM D 3462
2010A
(TST5878)
PRI Construction Materials Tech nolo les. ST5878
9 R )
ATL-1 T9-02-01
ATL-123
TA$ 100
011.
.
PRI Construction Materials Technologies (TST5878)
-02=01
ATL-'i25 02-01
ASTM D 7158
-AS
2011
PRI Construction 'Material's Technologies (TST5878)
PRI Construction Materials Technologies
ATL-127 02,01 Rev i
100
ASTM-0 7158
1.995.
2I
(TST5878)
ATL-132-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
ATL=133=02=01
TAS
D
199
ASTM D 3161
20.16
PRI Construction Materials Technologies (TST5878,
PRI Construction Materials Technolo ias TST5878)
ATL-1 5 02-01
TAS 107
ASTM U3462
1;99.5
201.OA
g ( )
PRI Construction Materials Technologies (TST5878)
ATL-136-02;01
ASTM D'3462•
201 OA
PRI Construction Materials Technologies,('T"ST5878)
ATL=737-02=01 Rev 1
ATL-138-02=01 Rev 1
ASTM D 7158'
2911
PRI Construction Materials Technologies (TST5878)
ATL-143=02-01
ASTM D 7158
2011
ASTM D 3161
201.6
PRI Construction Materials Technologies.(TST5878)
ATL-144-02-01
TAS 107
1995
ASTM D 3161,
2016
PRI Construction Materials Technologies.(TST5878
PRI Construction Materials Technologies (TST5878),
PRI Construction Materials
ATL-151-02=01
ATL-1.fi2-02-01
TAS 107
ASTM D.3462
TAS 100
199.5
20,11
1995
Technologies (TST5878).
PRI Construction Materials Technologies
ATL 167=02=01
ASTM D 3161
2016
(TST5878)
ATL-168-02,01
ASTM D 3161
2016:
PRI Construction Materials Technologies(TST5878
PRI, Construction Materials Technologies,(TST5878)
ATL 169=02-01
TAS 167
ASTM' D 3462
1995';
2016A
PRI Construction Materials Technologies (TST5878)
ATL 170-02=0:1
ASTM ID 3462
2010A
PRI Construction Materials Technologies (TST.5878)
PRI Construction Materials Technologies
ATL 1Z2-02-01
ASTM b.3462
ASTM D 3462
2 OA.
201.0
(TST5878)
PRI Construction Materials Technolo Technologies TST5878
g (. )
ATL-174-02;01
ASTM'D 3462
20104
PRI Construclion Materials Technologies (TST5878)
ATL 1Z9-02=01
ATL 184=02-01
TAS 100
1995
ASTM D 3161
.20.18
PRI' Construction Materials -Technologies (TST5878)
ATL-185-02-01
TAS
1995
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878
ATL-186-02-01
ASTM D 7158
TAS 100
201;1
1998
PRI Construction Materials Technologies_ (TST5878)
ATL 187=02-0;1
ATL-220-02-01
ASTM D 3462
201 OA.
PRI.C.onstructlon Materials Technoloies (TST5878)
PRI Construction Materials Technologies
ATL-220-02-02
ASTM D 3462
TAS 100
2010A
1995
(TST5878)
ATL-220-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies TST5878 )
g (
PRI Constriction Materials Technologies
AT- L 220-02 -04.
TAS 107
ASTM D 7158
1995
2W
(TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials
ATL 221-02-01
ATL=221-02-02
ASTM D 3462
TAS 100
201'OA
1995
Technologies (TST5878
ATL-22.1-02=03
ASTM D 3161
2016,
PRI Construction Materials Technologies (TST5878 )
PRI Construction Material's Technologies.(TST5878)
ATL-221-02-04
TAS' 107
ASTM D 7158
1.995
ZI
PRI Construction Materials Technologies (TST5878)
ATL-222=02-01'
ATL-222-02-62
ASTM D 3462
201 OA
PRI Construction Materials Technologles (TST5878)
ATL-222=02-03
100M
1995
ATL13002.6
ASTM D 3161
2616
FL 1631
This evaluation report is provided for State of Florida product approval under:Rule 61G20-3. The manufacturer
Technical Services LLC of any product' changes• shall roil
*.throughout
or. quality assurance changes the duration for which this repc
This evaluation report does not'express nor imply warranty; installation,. recommended.usei
specifically addressedherein.
or other. product
attributes t.h
of 11
is valid:.
are not
CREEK
ATLAS ROOFING.CORPORATION
TEICHNtr✓AL SF-R tCEs, LLC
Asphalf;Shingles
Enti
Report No:
Standard'
Year
,PRI Construction;Materials TL-thnolo ies TST5878
g. ( )
PR6Constructron Materials Technologies
ATL-222-02=04.
TAS 107
ASTM D 715.8
1985
2011
(TST5878)
PRI Construction Materials Technolo ies TST5878
g (. )
A"[L-223=02-1)1
AT.L-223-02=02
ASTM D:3462
2010A
_
PRI Construction Materials Technologies (TST5878)-
TAS 100'
1996
,ATL-223=02-03
ASTM D, 3161:
201'6
PRI Construction Materials Technolo Technologies TST5878
9. ( )
PRI Constniotion Materials Technologies-(TST5878)
ATL221-02-04
TAS-107
ASTM D 7158
1995
2011
PRI Construction, Materials Technologles.(TST58 ,8
ATL-224-02-0:1
ATL-225-02-Q.1
ASTM D 3462
2010A
.
PRI Construction Materials Technologies, (TST5878'
PRI Construction Materials Technologies
ATL-225-02 02,
ASTM D 3462.
TAS:100
201'OA;
1995
(TST5.878):
ATL-225 02-03`
ASTM D 3161
201'6
PRI Construction Materials Tectnolo'gies (TST5878 )
ATL-225-02=04
TAS.107
ASTM D 7158,
1995
20.1.1
ATL13g02.6` FL 1(i305-R(
This evaluation report is provided for State ofFldiid; product,appr'ovaf t
Technical Services, LLC-of any product changes cr quality assurance ci
This evaluation report does not •express' nor imply warranty, installati
specifically addressed herein. on;
Page 3.of 11
20-3. T.He manufacturershatl "notify CREEK
)ut the duration for which this report is valid.
use, orother,product.attributes that:are not
CREEK ATLAS 00.0.,FING, CORPORATION
TECHNICAL SERVICES; ILLC AsPhalt. Shingles
Legend Basic Wind Speed (Vul):
Basic Wind Speed (V-td)'.-
Deck (HVHZ).'
D,6ck (Non-HV I HZ)':
Underlaynnent:
Min. slope. -
Installation (HVHZ):
Installation. . (Non-H1/14Z);
Max.
.194 mph
ph
Max. 1.50 mph
In accordance with FBQ requiremehtt-
§bedthod min.., 1WR in, plywood .or wood plank for
new construction; Min: 1,5132 in.
plywood existing
construction..
In -accord0n.ce,With F8-C reqtjjretnerjfs;
Solidly- sheathed min. 115132 in. plywood, Or Wood plank for
new construction;,
. Min: 7/1,6. In.. OSS existing construction:'
In accordance With FBC requirements.
2:12 and
nd in accordance With PBC requirements. Contact
the Atlas Roofing Corporation when instilling at slope
greater -than 2112.
lhstalfdd'With 5-inch exposure in accordance with RAs 115
and manufacturer's . published installation Instructions.
Shingles, shall- be attached using "6: Nail ,Pattd" "detailed
below. Th .
Installed With 54rich eip6sure in accordance With FE3
re C
_q6iremerits and rnanu�acturer's Published installation
instructionsI
''smShingles shall :bO.-attached U814910lih 'ef "4 Nail
P.qftm" ne:qn, M"al
Figure l. Legend 4 Nail 'Pattern (Non ;HVHZ on JY)
Figure 2. Legend 6 Will Pattern
This evajuation report. is, provided for St�ito of F16'rildd prod I - -V�Y'4-r%Q.
. qct'6PPro\�3I',uhder R
Technical SGfvices,,LLG of any product changes a' r q6aljty�assuran
This evaluation report. does not, express nor Imply ' J , ce%
IJIY warranty, installition, r
specifically -addressed herdin. _ecorrij
Or other product'aftributes - - -are p6t
CREEK
TIECHNICAL SF-RvICE.S. LLC
GlassMaster82,04
Tough-Master0.20
A
ATLAS ROOFING CORPORATION
Asphalt 9hingles,
Basic Wind. Speed(V,,,,):
Max. 1'94 Mph
Basic -Win ' d'SPeed
May: 150 mph
Deck (HVHZ)!
In accordance With F.BC requirements;
Solidly sheathed min. 19132 in. plywo.od orva6d Plbnk-for
new construction; Min. 151.32 10. Plywood existing
construction.
Deck (Noh-HVHZ):
In accordance with FBC requirements',,
Solidly sheathed min. 15=in. plywood :or wood plank for
U
new construction; Min. 7/16Jn.1 0SB,existing construction.rideflayment: In,p600rdancevit
1 11 1 lh,FRC�.requirement$..
Min:.slope:
2:1-2 2M.'d in accordance with FB_C iiequlremonts: Contact
the Atlas Roofing iQqrporaflon when ih§taI11ihq at, slop . j§
Installation (HVHZ).
greater than 21].-12:
Installed with.
5Anch exposure'jn' accordance
with RAS 1 JgS'
and. Manufacturers published
ublished installation instructions.
.
Shingles shall 1�e attached using "8 Nail Pattern" -detailed
installation (Non-HVHZ -
bel6w.
Installed.. with 5-inch exposure, In accordance with PBC
requirements and manufacturer's Published installatibri I
instructions. Shingles
9 � attached uslng.elther"4 Nail,
Pattern"or"6 Nall Pattbrn° detailed below..
L.. - � ?T
mmm
12N
Figure I G188SMaster0 30- & TOughTMaster@ 20 4. NO ff
a Pattern. (Non�HVHZ,only),
12
5 M
/81
12" 12"
12"
Figure 4. 011assM aster@, 30 & Tough-Mastej,@ 2.0 6: Nail
Pattern
ATLI3002 ',6 P .
This; aluation reportjs provk� '-fbr ed, __ S't te of"Florida. p.rodUdt,-app vat unde jlb'6,1 ?0 Page,&bfj,j
3. The r�anufacturer shall n6fi .'CREEK
This evaluation,re assurance changes throughout the duration to
Technical ��rvices, LLC ofany,pro�uctachangea or - Or
specifically raddfe port does n6t'expr6,§s .-nor Imply Wa rrahtyr, installation,r which this r6p- s: va id.
ssed'.;herein. recommended, use, 6r%6t,her'prodUct attributes that are not
CREEK
TECHNICAL SERVICES, LLC
ProLAMT11 Architectural Basic Wind Speed (V,jt),
Basic Wind Speed (
Deck (HVH (Vey):
� _Z):
Deck(Non-HVH2):
Underfayrrient
Min. §Ibpe:
Installation (HVHZ,):
Installation (Non-HVHZ):'
ATLAS ROOFING CORPORATION
AsOalt'Shingles
Max. 194 mph
-Max. 15amph
`In accordance with, FBQ'requkements;
Solidly sheathed, min. 101 in. Plywood,& wood Olafhk for
new construction; Min.' 15132 in, plywood -existing
'construction.
'In accordance With F50requirementg;
Solidly'she-8thed min, 1,51,32, in. I plywood or wood ,plank for
neW.construcf160- Min. 771BAn. OSB existing construction.
I.n_accordance,;;ith FBC requirements.
2:1.2 and in accordance with, FBC requirements. Contact
the Atia s. Roofing Corporation When 'installing at slope
.greateethan 21-12.
installed With 6 in. exposure in accordance With RAS 115r
and manufacturer's ppblished installation instructions.
Shingles shall be attached using '!6 Nail Pattern" detailed
below.
Ins14ed :with 6 im exposure in accordance with FBC
requirements and. manufadtur&s pubjfsfie6Installation
instructions. Sh'ngle&shall be attached6usingeither"4'
Pattern" be "6 Nail Pattern""'d'efallbd, bblow. Nail
d+,mall t1attern (hdn-HVH7_-only)
.... PAi unuiecrural tining e:6 Nail PatternATLT3002 8
... . .... .... FL 16305-R6-
This evaluation report is pro �111: vided I i 13 9,1 11 lcidiki-'Oroduct aPPrOval under Rule 6 12113 11 :11611 notify_C�R
Technical SeMces, LLO ofdhy prodtjctchanges .orAUa1itY a i ssurance changos-tCREEK'
This evaluation report does Pot,ftress nor Jrff hroughout,the duration for Which this report is;valid.
Ok �*rranty, mended use, be of herpr
sl)Pcificaily addressed hdrdih. installation, recommended
i Oduvt�atteibutes4hqt are not
CREEK
TECHNICAL SERVICES. L.L.C.
Pinnacle@ Pristine,& Basic Wind Speed (Vull):
Storm Master® Shake Basic WlndZp�eed (V,,,j):
Deck, w I . -
,(HVHZ),
Deck (Non-HVHZ,):
Undedayment:
Min. -Slope,
Installation (HVHZ):
Installation. (Non-HVHZ):
ATLAS ROOFING CORPORATION
Atolibl't-IShingles
Vax., 1,94 mph
Max 150 mph
'In accordance -With FBOrequirements;
Solidly sheathed min. . 1 9/k ,in. plywood or Wood, plank for
new
6W. construction; Min'. 18/32 jhj - plywood
constriction.
Ywood existing
nst,ru(tion.
In accord ' bride with FBC requireryieritt;
Solidly sheathed min .' 1'5/32 4 in. plywood or wood. plank- for
new construction; Min. 7/161n. OSS., existing construction:
In * accordance with FBC requirements:2.12- and in actordance. With FBO requirements. Contact
the Atiet. Roofing 000'0ration 'when installing; at slope
.
greaterft3h 21.12.
InstOIIod'-with:6'in. exposure, in accordance
ante With RAS 115
and manufacturer's published installPtion instructions. ,
Shingles shall be attached using N
below, ail Pattern" detailed
Installed with 6 in. exposure in accordance With FBG
requirehlqnts and manufacturer's. published installation
instructions. Shingles. s-h-611 be attached using -either �4, Nail
Pattern" or-"6 Nail Pattern" detailed below
runsune ana.bw I ffn Im. Wstsr@ S . hake-4 Nail Pattern (Non-ffVHZ only),
I IVUFU 0. tinnacleVt Pristiine.and 9ROr11111V116t, 400 Shake �6 Nail Pattern
ATL13002.6 _; _
1 nos -evaluation report is provided for State, of Florida product approval urder 17.
I .. 2 ...... .3. .. ,- . ... . . ..
e manufacturer shall aTechnical Services, LLC of any pp6duct changes or quality assurance changes throughout -the duration for which this reThis evaluationreport does.not express norlmolywarranty, Installationi recommended usb,orbtherproducf ftrbutes,specificbIly addresseftbrelh.
7 dfl 1
are.not
CREEK
T--cHN'ICAL 8ERVICES., U.C.
StormlWasteltSlate. Basic .1nd'Speed'(Vujt),
Basic Wind Speed Wasd)
Deck (HV-
0 H .
�Z)Fi
Deck (Non-HVHZ):
Underlayment
Mih. slope:
Jhstaffatibn. (HVHZ),
Installation (Non-HVHz):
ATLAS k00FINP .0ROOkATION,
Asphalf,ShIrigjIG's
'Max. 1:94 mph
Max. 150,mph-
-In accordance with FBC tikqUitements;
Solidly sheathed min, 19/32 in PiMo6d,or wood plank for
new construction; Min. -15/32 'In. plywoo . d existing
consfructio'h,,
In accordance with FBC requirements;
Solidly sheathed min. 16/32 ihiplywb6d or wood plank -for
new construction; Min. 7.11 6'in-. 088 existing construction.
In accordance With FBQ requirements.
2412 and in accordance with FBC requir.errients. Contact
the. Atlas Roofing Corporation when , installing
greater than 21 1 :12. at slope-
greater
M im,exposure in accordance with,RAS 115
and manufacturer's 'Published installation , Instructions.
Shingles shall be attached using "0,.Nall PatteW detailed
bijl*.
Installed With M in. exposure In .accordance with' 1 FBC
requirements - and mdndfacturee8 publis I he'd 'installation -
instructions. Shingles -shall ,bL-;4ft�ldh6d.�using elther'�4 Nail
Niftt ern" 6r'Nall Pattern" dbtaile'4 below.
1
#19ura 9. StcirtnMaister@ Slate 4, Nail Pattern"
Figure l 0: StormMasterQ Slate Nail Pattern
ATU Z002
uvijui t is provicea. tor State -of Florida Product�approval under Rul6_61 G20TheILI, I I
Technical Servid s, ILLd'of,any product chan' ' - -3. manufacturer
Th" . . ice, gesor,qu.aiitVa,.tgu�atic�echange.9-thrb sh.ail,notify jQRr=EK
s,',Eivbluatlon report doesnotexp ss nor1m warranty,
1 .throughout this report invalid.
re ply warra n6talla�fijon, recommended' use, or other product
specifically addressed hereiri., attributes that�'arenot
CREEK
ATLAS ROOFING
CORPORATION
TECHNICAL SERVICES, LLC
Asphalt Shingles
Pro -Cut® -Starter Strip Basic Wind -Speed (Viult):
Max. 1'94 mph
Basic Wind Speed
Max. 160 mph
Deck (kVHZ):
in accordance with FBQ requirements;
'I
Solidly sheathed min. 9132 in. plywood or wood pliank for
new construction; Min.' 1518Z 'In.. .plywood 'exisilng
tbnstruptlbn.
Dedk.,(Non-HVHZ.):
In accordance With FBC requirements;
Solidly min, 1,5/3�2 in. plywood, or, wood plankfor
Und erlayment:
new construction; Min.. 711'6. in. D' SB existing construction.
In accordance ' m ts.
e With FBC r6quireen
Min. slope;
2:12; andAh accordance with FBG requirements. Contact
the Mlas Roofing C,orporation when Installing •at slope
InstaIl6tion.(HVHZ),
greater than 21A2,
Ihstblied.ih accordance with RAS 115 and manufacturers
published -installation instructions. Shingles" shalf be
6ttedhed as...shown'b�elow.
Installation (Nori;-HVHZ,);
Installed in accordance" with' rBr-' requirements and
manufacturer's published installation 'Instrui otitih-s.. Shingles
shall bie:!cIttached as'shown below.
-----------
------ -
4j
10,
figure l f. Prt)-Cut@),8tarWf.S.ttjp
ATL13002.6 FL 16305-R6
This evaluation report is providoz: !_
Te6hrilcal Servi.ce5i LLC of an ' *E�tate -Of, Fibridb PrOduct,approval; under Rule 3 1 �3. The'Mianufac urershall -n
y product changes. or quality assurance t
. ce changes; throughout the. durationforw which
This evaluation report 06es not express nor `imply warranty.-. Installation, Yk hil this -re
sPddficafilyaddhessdd herein. drften.ded us6,..,br other product attributes
not
CREEK
TEcj-iNICAUSERVICES, LLC
Pro -Cut® Hip & Ridge
ATLAS ROOFING. CORPORATION
Asphalt; Shingles
Basic Wind ,SpeOd,(V.,,jj):
Max. 194 m ph
Basic Wind .8 peed (Vag):
'
'Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements-
8olidly -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, FS.0 requirements;
Solidly sheathed min. 15132 in. plywood or wood plank fornew
.
Underlayment-
cOnstruction;:Min. 7116 in. 08B ekittin g ;construction.
In accordance
'wlth ABC requirements.
Min. slo slope:
p
Installation (HVHZ and.
2'.12,and in accordance with , h FBC-requirements.
installed Inch exposure in accordance
on-!!Vk�):
.wilth:5-5/8 m5 with'RAS
116. (HVHZ only) -and manUfactur&;§ Published* installation
instructions. 'The direction of,th e ;exposed end. sh.all- be
away from the prevailing wind.
12, ga; 1-1/21l.r Ing
Shank nail
6"
Figure.12. Pro -Cut@). Hip,& Ridge
FL 16305-R6
is evaluation report is 4ded: -�tae�ofFlorid�aproquct�appo�Unde�Ri;,�l::!I::�li�!!i��!l�l,,� I page 10 Of If
.1 .. , I , :1manufacturer
Technical 8ervices,.LLC of any OrQdu.ct changes or qudlfty 6.shall notify CREEK
This evaluation report does not express nor imply warranty; installation, recommended use,'or other product attributes that'ard.'ribt'
CREEK ATLAS ROOFING CORPORATION
TEcHNICAL SEFzVjCrzS, LLC Asphalt Shingles
LIMITATIONS
1.) Fire Classification 18 not within'the scope Of this evaluation.
2). The rootdeck and the roof deck attachment shall be,designed.by others, to meet the minimum design load
established for components and. cladding and in accordancewith'FBC r 8
3) The mean �roof height-sh6li be restricted to a maxi equirements,,
Mum 331t in the WHZ.
4) Classification to ASTM D 7158 applies tp 6xpmure%13 $.Or with a b.uildlng.mean roof height of 33�-ftor less.
5) Deck .substrates shall'be clean dry, and:freefrom any irregularities -,and de
bris: All' fasteners in the deck
shall be checked for protrusion and corrected Prior to-underlayment applibatlorl.
6) Shingles shall; be installed starting at the eaVeinfiorizohtal layers isuphthat 'the laps shed, water -from. the,
deck,
7) Installation of the evaluated Products:shall comply' With this report, the FBC', and the manufacturers
published application instructions. Where discrepancies exist betWeen�these sources,, the more restrictive
and code compliant detailshall prevail.
8) All products listed in this,report,shal.hbo iT�andfactured�underd.qUality�iassurahbo Rule 61 G20.-3. _r0gramin compliance with
IPLIANCF STATEMENT
The Products evaluated herein byZachary R. Priest P.E. have demonstrated compliance With, the Florida Building
Code, 6th Edition; (kl.7) a's evidenced in the r6ferbnced.'docu*me�ts-'�3ubmiftL-d by the PafmedrnanUfaciuror. d
If I."..
•
20,
No 7402i
CC
STATE.
_E OF
-04
.-Y41Y
41 N
-.0 R I
Zachary R4 Priest, P:E.,
N A' C� 0%'�
Florlda'AP91strati6n No. 74021
1111,11%ix
Organization. No. ANE9641
CERTI 'ICATIQN OF INDEPENDENCE
174093
2:3724
`00,
CREEK Technical"Services, LLC does hotbayq, nor will WacqUire, a.'finefh
Products under this evaluation.
cial interest in any. qqm;peln,y manufacturing or distributing
CREEK Tetchrilcal Services, LL01snotowned,.,operated,: or,c'dhtr0IIjj6bY any -comp
this evaluat1bn.' company manufacturing or,di istribUtihd OPPOUctsunder
Zachary R., F)flest,:P.E I . does not have, nor will acquire, a,finandial Jnterestlwahy, under this evaluation. c0mPAnY, tnabufacturfrig, or distributing products
Zach�ar.y R. Priest,, RE. does not havej norWill acquire,, uIre,, a financial'Inter.pq in any. bthe..r. entity InvolV60 inthe app
roval tile.
END OF.IkEPOIRT
ATL130016
FL 16305-R6
This evaluation R 'I is. Provided fdrSta 1:!! of 1:11111da'i
� ��R f 11, 11:112111� -. -enu ac Page 11 of 11
Technical, Services, LLO,of a appIC1,;:1 IlCe U 'The maffilfac'tu �all _noffyCREEK
rl� prodUct,vhangE!s or quality assurance c . hahge§-thr 'This evaluation report does not express.nor Imply warranty; I ns . tallatl ougho6t t ' hed . tiOn for -which thIsrep6rt is ytilid. I
ura
speciflc6lly addressed hdrein. on., recommended use; or iJth6r:product7affrib_Utes` that:ard hot