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nrc.fuct.4pp-ts-vai-uc!! > ltqdlg!-orgilaLtrg:Lgli.'serrh > 4pplsq!a:l-tE! > Application Detail
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Appli€ation Type
Code Version
Application status
Comments
Archived
Product Manufacturer
Address/PhonelEmail
Authorized Signature
Technical Representative
Address/PhonelEmail
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Arehitect l\lame who developed the
Evaluation ReFarE
Florida License
Quality Assurance Entity
Quality Assumnce Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
https:/lwww.floridabuilding.orglpripr_app_dtl.aspx?param=wGEVXQwtDqsRyNwlNWDrYsPHC4TwsBEc8xxLsaJJGTDPQlkaGxFKuQTo3d%3d
FL17322-R4
Revision
2AL7
Approved
Atlas Roofing Corporatiofl
2000 RiverEdge ParkwaY
Suite BO0
Atlanra, GA 30328
{770) e46-4577
mcollins@atlasroofin g.com
Meldrin Collins
rncelli ns@atlasrcof i n g, com
Roofing
Underlayments
R€po* from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation R€port - Hardcopy Received
Zachary R. Priesl
PE-74821
UL LLC
1?/3t/?o2o
Lo.ke Bowden P.E.
. Va,idaticn Checklist - Hardcopy Received
&1'z322-134-te].-4Tti"4QS.!;i3-lg-1-Z--f$.t-Cl€l lie*.efi-Alla3"lijrdcdel{irelris
fBaL.Edi
Standard
ASTM D 1970
ASTM D 226
ASTM D 2626
ASTM D 4869
ASTM D 6380
TAS 103
TAS 110
uL 1a97
Year
2015
2009
2004
20 16
2003
IYY )
2000
zalz
1t2
1t7t2019
Certified By
Do$l,on lmm trhs cpEE
Product Approval Method
Date Submitted
Date Validated
Date P€nding FBC Approval
Date Approved
S g Jn p a ry,,oJ |1o$99!s_ _,
,FL#
Florida Building Code Online
Method 1 Option D
a913a170L7
N{A3{ZOL7
LO/A4/2AL7
t2/12lZBt7
17322.L
Limits of Use
Approved for Use la HVHZ: Yes
Approved for uee outside HYHZ: Yes
I$pact R€si8tane N/A
Design Pressure: N/A
Other: See evaluation report for limits of use,
I DesaripHen
i For use in steep slope roofing
i Installation Instructions l
i llluj;:. 33 :r atr-t.rco_r.ga a01J ig{ Lv?i-*€a!il &!las )
;rcelal:::c$s'' ral noi
I Created by Independent Third Party: Yes :
Evaluation Reportsi ;L1Il22 B:4:-AE A]-1140fi1.4$ 20i7 fBC fvEl Rep-a.l Allas i
; ijj:de dai,:neltijl:eL p ij f
I Created by Independent Third Party: Yes
; Hodel, Humber or nlame
tAtlas Underlayments
17322.2
--J-ry:'i1ry:* "-- , -
Limits of use
Approved for *se in HVHZ: Yes
Agprov€d for use outside HVllZi Yes
Impact Resistanti N/A
Design Pressure: N/A
Other: See evaluation report fsr limits of use'
I Fabral All Purpose High-Temp :eSfpt o 1970, SBS modified, self-adhering urderlayment with
iftbJrP::-T*':11i-oj'-9ru1!lli"t:lvi3?:'.19f ::-":
Contact us :
The Srale of Florida 15 dn M/EEO employei
i Installation Instru€tions
i tL i-*.2a-*4_:l_g L 1 4 qc 1 . { E20l?_ r Sejj{alAcp. !g At l a 5
rabrai !rCcria./nieni. frnai pC'
i Verified By: Zachary R. Priest ?E-74OZL
I Created by Independent third Party: Yes
i Evalsation Reports
i rlu322 &- AE ATl1+00r.4a;a:-z-i8,cl!3l-sap-sj"i A!l3:
t1!)Li:,lltl!:,'lavjns"t .LJ.a!.pL'.
I Created bY IndePendentThird Party: Yes
[] L:
Phone: 850-,487-1B24
:: glyegy_slslgsg! : : re€iElily-Sle:g8ss! ;: Refutrd statement
Uflder Florida law. emaii addresses are public records- L yos do not want you. e-marl add.ess released in response to a public-records request. do aot send electronic
mail to thls entitv. Iflstead, contact the office by phone or by traditiorlai mail. If you have afy questions, please,contact 850.487,1395. xPursuant to Seation 455,275{1},
florida Stalutes. effective October 1, 2012, Iicensees licensed under Chapter 455. F,S. mlsi provide the DePartment with an emif address if tfley have one' Ii]e emails
provid€d may be used for official communi€atio$ with the ficensee, However emait address€s are public recerd. If you do noi wisn to supply a peEof,al addresq please
provide the Department with an email address which can be made available to the public. To detemine if you are a li€ensee under Chapter 455, F'S., plede €lick .Egtg-
Product APPrcval A.cePtsiffiffi@Effi
Credit CarrJ
Safe
httpt:i/www.ftoridabuilding.orglpr/pr-app-dtl.aspx?param=wGEVXQwtDqsRyNwiNWDTYAPHC4TwsBEcBKxLSaJJGTDPQIkaGxFKUQ%3d%3d 2t2
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Tm*pepgg*.{LL ffi mrewl*g*, L*L#
EVALUATION REPORT
Certificate of Authorizatian No' 29824
17520 Edinburgh Dr
Tampa, FL 33647
i813) 480-3421
FLoRron ButLDINc CoDE, 6'* EDlrloN (2017)
ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Aflanta, GA 30328
{77A} 812-6207
l**::elq, $l-?ji{, tr.xJll
uL LLC (AUAS825)
/ssued September 30, 2017Manufacturer:
Quality Assurance:
ScoPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
Roofing
Underlayments
1 507.1 .1 , 15',1 8.4, 1523.1 .1, 1523.6.5'2-1
Physical properties
Enlitv
PRI Construciion Materials Technologies {TST6049)
PRI Construction Materials Technologles (TST6049)
PRI Construction Materials Technologies (TST6049)
PRI Construction Materials Technologies (TST6049)
PRI Construeiion Materials Technologies (T5T6049)
PRI Construction Materials Technologies (T5T6049)
PRI Construetion Materials Technologies fST004s)
PRI Constructior Materials Technologies (T5T604S)
PRI Construciion Materials Technologies {T3T604S)
PRI Construction Materiels Technologies (T5T604S)
PRt Construction Materials Technologies (TST6049)
PRI Construction Materials Technologies [ST6049)
PRI Construction Materials Technologies (T5T6043)
PRI Construction Materials Technologies (T3T6049)
PRI Construction Materials Technologies (T3T6049)
PRI Construction Materials Technologies (TsT604s)
uL LLC [Sr174o]
uL LLC {T5r1740)
uL LLC (rST1740)
uL LLC (rST1740)
uL LLC (TST1740)
ATL1 4001.44
Reoort No"
ATL-033-02-01
A-|L-Q68-O2-O1
ATL-068-02-01
ATL-068-02-01
ATL-06S02{1
ATL-0S0-02-01
ATL-I4$02-01
ATL-164-02-01
BWR-533-02-01
8WR-543-02-01
MgA-004-02-01
MSA-007-02-01
MSA-026-02-01
wRM!-011-02-01
MSA-007-02-01
MSA-030-02-0'.l
02-NK40952
02-NK40952
02-NK40952
02-NK40952
02-NK40952
ASTM D 226
ASTM D 1970
ASTM D 4798
TAS 110
ASTM D 1970
TAS 103
ASTM D 1970
ASTM D 1970
IA5 IUJ
ASTM D 1970
ASTM D ,1970
uL 1897
ASTM D 1970
ASTM 1S70
uL 1897
ASTM D 1970
ASTM D 1g7O
ASTM D 226
ASTM D 2626
ASTM D 4869
ASTM D 6380
Year
200s
201 5a
2AU{2A16}
2000
20154
1 995
201 5a
2015a
'1395
2015a
2a15a
2012
2015a
2015a1n1'
2D15a
2O15a
2009
2004GA14E1
2416
2003 (2o1s)
FL17322-R4 Paoe 1 of 4
e manufacturer shall notify CREEK
r..-^ti^- 3^- .^.Liah +hia rann* ic rrrlidi:ffiffi'3'fii;i:L'L;;ffi;;#rd;J"&;;;il;ty;.-ffi;;"n"ng". throushout the du.r,ationrollfr1"1-ttil"?11'I1"5;
ilij $"1:#;;";-;";=;;fi;;;; fi.ptv *irrrntv. installation. reCommended use, or other product attributes that are not
specifi callY addressed herein,
ffiffiffi,ffirum*..i,*
PRoDUCT DESCRIPTIoN
ATLAS ROOFING CORPORATION
Roofing UnderlaYments
#15 $pecification Felt
#30 Organic Saturated Felt
#30 Specification Felt
#43 Base Sheet
#90 Mineral Sudace Roll
Roofing
Gorilla Guard@ EVERFELT 30
SlatelTile Underlayment
Weatherirlaster@ lce and
Water 100
ASTM D 226,Type lasphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
ASTM D 4869, Type ll asphalt saturated organic fett underlayment for use in the
non-HVHZ only.
ASTM D 226, Type ll asphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
ASTM D 2626 asphalt saturated and coated, non-perforated, organic felt
underlaymeni for use in the HVHZ and non-HVHZ.
ASTM D 6380, Class M asphalt-saturated organic roll roofing sheet for use in the
HVHZ and non-HVHZ.
Asphalt-saturated organic felt underlayment reinforced with glass tiber that meets
the performance requirements of ASTM D 226. Type I for use in the HVHZ and
non-HVHZ.
ASTM D 6380, Ctass M asphalt-saturated organic roll roofing sheet for use in the
HVHZ and non-HVHZ.
ASTM D 1970 SBS modified, self-adhering underlayment reinforced with a
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film. which is removed during
installation
ASTM D 1970 SBS modified, self-adhering underlayment reinforced with a
fiberglass mat and a granular 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.
ASTM D 1970 SBS modified, self-adhering underlayment with plastic film surface
for use in ihe HVHZ and non-HVHZ. the self-adhesive side is covered with a
split-release fitm, which is removed during installation.
ASTM D 1970 SBS modified, self-adhering underlayment with a fiberglass mat
reinforcement and a poly-fabric surface for use in the HVHZ and non-HVHZ. ^fbe
self-adhesive side is covered with a re[ease tilm, which is removed during
insiallation.
TAS 103 SBS modified, self-adhering underlayment with a fiberglass mat
reinforcemenl and a poly-fabric surface for use in ihe HVHZ and non'HVHZ. The
self-adhesive side is covered with a release film, which is remaved during
installation.
WeatherMaster@ lce and
Waier 216
WeatherMaster@ Flexible Ice
and t4later
WeatherMaster@ Pro-Grade
lce and Water
WeatherMaster@ Tile
ATL14OO1,4A Paae 2 at 4
This evaluation report is provided for State of Florida produet 6nder Rule 61G20-3. The manufacturer shall notifv CREEK
Technical Services, LLC of any produet changes or guality assuranee changes lhroughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or othsr product attributes that are not
specifi cally addressed herein.
WeatherMaster@ lce and
Water 200
ASTM D 1S70 SBS modified, self-adhering underlayment reinforced with a
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ- The
self-adhesive side is covered with a split-release film, which is removed during
ffimmmrum* Le
ATLAS ROOFING CORPORATION
Roofing Underlayments
/APPLICATION METIIOD
lnstallation shall be in accardance with the published manufacturer's rnsfa/latrbn instructions, the FBC, and the
requirements below.
Deck substrates shatl be clean, dry, and free from any irregularities and debris. Atl fasteners in the deck shall be
checked for protrusion and corrected prior to underlayment application.
The roof deck shall be constructed of closely fitted plpvood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 118" gap at abutting
joints.
Exposure of the underlayments shall be limited to a maximum 30 days except ss follows:
a) #15 Specification Felt, #30 Specification Fett, and #40 Base Sheet - exFosure for than 24 hours may
adversely affect prcduct performance
b) WeatherMaster€ lce and Water 100, WeatherMaster@ lce and Water 200, and WeatherMaster@ lce
and Water 216 - maximum 30 daysc) WeatherMaster@ Pro-Grade lce and water and weatherMaster@ Flexible lce and Wster - maximum
30 daysd) WeatherMaster@ Tile - maximum 90 days
Seltadhering underlayments may be adhered to primed or unprimed plytrood 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 approval documents):a) WeatherMaster'@ Pro-Grade lce and Water orWeatherMaster@ Tile - ICP Adhesives Potyset AH-160b) SlatelTile Underlayment or #90 Mineral Surface Roll Roofing - Convenience Products Touch n' Seal
StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH-160
Roof
1) Open valley applications
2) Wood shingles only
ATL14001.4A FL17322-R4 Page 3 ot 4
This evaluation report is provided lor State of Florida product approval under Rule 61G20-3. The rnanufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughoul the duration ,or which ihis reporl is valid.
This evaluaiion report does not express nor imply waranty, installation. recommended use, or othsr product attdbutes that are not
speciiieally addressed hsrein.
Allowable
Underlaymenl
Asphalt
Shinclae
MEIAI KqgI
Pan€ls and
Shlnnlan
gomposite or
Phqlevolt"i€
Shlndres
Wood
Shirgles and
Shakes
Slate
Shihdla-e
Clay and
Ca*rara Tita
#15 Speeification Felt Y2 N
#30 Organic Saturated FBlt Y Y Y Y N
1}30 Specificafion Felt Y
&{3 Eese Sheet N
fgO Mineml Suriace Roll Rocflng N N N N
Gorilla Guard@ EVERFELT 30 Y Y Y Y2 N
SlateJTile U nderlaymaat Y,N N N NI
100 Y N N
Weathedlraster@ lc€ and Wat6r
,00 Y Y Y N N
WeaiherMaster@ Ice and Water
218 N N
Weath€rillaster@ Flexible lee and
lJlrrtat N Y N
WeglherMaster@ Pro-Grade lce
ahd Wate.N
WeatherMaster@ Tile
: 1) Open valley applications per 150
ffimmffiffiffi*s,. {:
ATLAS ROOFIT$G CORPORATION
Roofing Underlayments
Wruo Resrsreruce (Nor-HVHZ orulv)
The Maximum Desrgn Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlavment Svstem No, 1 - WeatherMaster@ Tile onlv
Roof Deck:
Underlayment:
Maximum Design
Pressurel
LIMITATIONS
Min. 15132-inch CDX plywood attached to wood supports spaced a maximum 24" a.c.
WeatherMaster@ Tlle shall be fully adhered to the optionally primed ptywood deck.
-52.5 psf
Fire Classification is not within ihe scope of this evaluation.
Roof slope limitations shall be in accordance with FBC requirements.
lnstallaiion of the evaluated product shall comply with this report, the FBC, and the manufacturefs published
application instructions. Where discrepancies exist between these sources, the more lestrictive and FBC
compliant installation detail shatl prevail.
Products described within this repgrt may be used as described in other current FBC product approval
documents.
Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other
current FBC product approval documents.
,All products listed in this report shall be manufaetured under a quality assurance program in compliance with
Rute 8',lG20-3.
Connpltnnce STATEMENT
The products evaluated herein by Zachary R. Priest P.E. have dernonstrated ccmpliance with the Florida Building
Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
1)
2|
3)
4\
5)
o,
..*ti'trfitf,t,,.
_=S* ji No 74021 '
,..*a?-
I--i * j"!
7-9-\. STATE oF .jq",-l'ior.,'. *. u ,'-\Qr-=,,,ry;r,?r*tir
CEnnrlcnnoN oF INDEFENDENCE
,kak-2017.4930
12:44:22
-04'00'
Zachary R. Priest, P.E-
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Sewices, LLC does not have, nor will it acquire, a financiat interest in any Gompany manufacturing or dislributing
products under this evaluation.
CREEK Technical Services. LLC is not owned, operaied, 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 ihe
preduci.
ATL1400'l.4A
END oF REPoRT
FLI 7322-R4 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall notifu CREEK
Technical Services, LLC of any product changes or qualiiy assurance changes throughout the duration for which this report is valid.
This evaluatien report does not express nar imply warranty, installation, recommended use, or other product attributes that are nat
specifically addressed herein,
r3112019
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Prodsct A
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Florida Buitding Code Online
ReEistrction HotTapiG SubfiitSsrchelge Sfats & Facis Publicalioas
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coft€f,t Us BCIs Site t'1ap Links search
> ABpJealgI-Ljs! > Appl;catbn Det"il
FLr6305-R7
Revision
2AL7
Approved
Atlas R.ocfi nE Corporation
200O RiverEdge ParkwaY
Suite 8O0
Allanta, GA 30328
{778) 946-4571
mcollins@atlasrcofi ng.com
Meldrin Cgllins
mcollins@atlasroofi ng.com
Evaluation Repott from a Flsrida Registered Archilecl or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Zachary R. Priest
PE-740?1
UL LLC
12131/2824
Locke Ba\irden P'E.
Validation Checklist - Hardcopy Re.eived
F116305 R7 COI AT113002'7 2017 FBC Evat RepsIlrEhingles Finql.pslI
ersdls!-Ap]*Igrelgsiq >
Application Type
Code version
Alplication Status
Comments
Archived
l
Producl Manufacturfr
Address/Phone/Emdil
I
iAuthorized signatuie
!
i
I
J
I
Technical Represenqative
I
Address/PhenelEm+il
Flo.ida ERgineer oriArchitect Name who developed the
Evaluation Repori i
Floride l-icense i
Quality Assurance Entity
Quality Assurance Contract Expiration Date
IValidated By I
i
I
i
I
I
Certifl cate of lndedendence'I
I
!
I
Referenced Siandaid and Year {cf Standard)
I
I
I
t
l
i
!
1
I
I
I
I
Eouivalence of Prohuct Standards
Certified Bv i'l
I
t
Isections from the Code
Standard
ASTI'{ D 3161
ASTM D 3462
ASTM D 7158
TA5 100
TAS 107
Year
2016
2010
2011
1995
1995
i
https:ilflo*dabuitding,org/pr/pr-app-afl.asp{?param=wGEVXev,rtDquJBMiguli3NlTGPlDBaJCJLxBUiz%ZbgUKLBKo/o2bNoUT%2fQUw%3dc/o3d
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Yx*p*roxrtrek ffi KFav[#Hw" $*Lffi
EVALUATION REPORT
Certificate of Authorizatian No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
{813) 480-3421
FLoRTDABUTLDTNG Cooe 6'n EDrroN {2A171
Manufacturer:
Manufacturing Plants:
Quality Assurance:
Scope
ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Ailanta, GA 30328
{77O) 612-6267
Hampton. GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Franklin, OH
uL LLC (4UA9625)
/ssued October 14,2018
Category:
Subcategory:
Cede Sections:
Properties:
PRooucr DescRlprtox
Roofing
Asphalt Shingles
1544J.1, 1507 .2.5, 1507.2.7 .1, 1523.6.5.1
Physical properties, Wind Resistance, Wind Driven Rain
Legend (Ardmore)
GlassMaster@ 3O
(Ardmore & Hampton)
PToLAM rM Architectural
(Hamptor, Franklin &
ASTM D 3161, Class F fiberglass reinforced,3-tab asphalt shingle with a dashed,
thermally-actiyated, self-sealing sealant stripe that complies with A$TM D 3462.
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.
ASTM D 3161, Ctass F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D
3462.
ASTM D 3161 , Class F fiberglass reinforced, starter asphalt shingle with a dashed,
thermally-activated, self-sealing sealant stripe that complies with ASTM D 34A2.
ASTM D 3161, Class F &ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with a dashed, thennally-activated, self-sealing sealant
stripe that complies with ASTM D 3462.
ASTM D 3161 , Class F & ASTM D 7'1 58, Class H fiberglass reinforced, laminated
architectural asphalt shingle with two, dashed, thermally-activated, self-sealing sealant
stripes that complies witll ASTM D 3462.
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural modified asphalt shingle with two, dashed, thermally-activated, self'sealing
sealant stripe that complies with ASTM D 3462.
AT113002.7 FL 16305-R7 Paqe 1 of 11
This evaluation report is provided for Siate of Florida product approval under Rule 61G20-3. The manufacturer shall noiifu CREEK
Technical Services, LLC of any product chang* or quality assurance changes throughout the duration for which this repori is valid.
This evaluation report does not express nor imply warranty, instaliation, recommended use, or other product attributes that are not
specifically addressed herein.
Tough-Master@ 20
Pro-Cut@ Hip & Ridge
{Ardmore & Hampton}
{Dangerfield}
ffiffiffiffimm**{,ff
StormMaster@ Slate
(Ardmore)
REFERENCES
ATLAS ROOFING CORPORATION
Asphalt Shingles
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural modified asphatt shingle with tno, dashed, thermally-activated, self.sealing
sealant stripe that complies with ASTM D 3462.
Entitv
PRI Construction Materials Technologies (TST587B)
PRI Construction Materials Technologies (TST587B)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST587B)
PRI Construction Materials Technologies [ST5878)
PRI Construction Materials Technologies (TST587B)
PRI Con6truction Materials Technologies (TST5878i
PRI Construction Materials Technologies (TSf587B)
PRI Construction Materials Technologies (TSI5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies fiSf5878)
PRI Construction Materials Technologies (TST587B)
PRI Consiruction Materials Technologies (TST5878)
PRI Consrrucrion Msrerials T€cnnologies (TST5E7E)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TSTSBTB)
PRI Construction Materials Technologies (TST5878)
PRI Construction Maierials Technologies (TST5878)
PRI Construction Materials Technologies ffSf5878)
PRI Construction Maierials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Meterials Tecnnobgies (TST5878)
PRI Construetion Materials Technologies {fST5878)
PRI Conskuction Materials Technologies (TST5878)
PRI Construction |laterials Technologies (TST5878)
PRI Conskuction Materials Technologies [ST5878]
PRI Construction Materials Technologies (TST567E)
PRI Construction Materials Technologies (Tsf5878)
PRI Construction Materials Technologles (TST5878)
PRI Construction Materials Technologies (TST5B7B)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TSTSeTe)
PRI Construction Materials Technologies (TST5B78)
PRI Construction Materials Technologies (IST587B)
PRI Construction Materials Technologies {TSTSBTB)
PRI Construction Materials Technologies (TSTSBT8)
PRI Construction Materials Technologies (TST5B7S)
PRI Construction Materials Technologies (TST5S7B)
PRI Consiruction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5B7B)
ATL13002.7
Standard Year
ASTM D 3161 2016
TAS 107 1995
TAS 100 19S5
ASTM D 3462 2O1OA
ASTM D 3462 2O1OA
ASTM D 3161 2016
TAS 107 199s
ASTM D 3161 2016
TAS 107 1995
TAS 100 1995
TAS 100 1995
ASTM D 7158 2011
ASTM D 3462 2O1OA
ASTM D 3462 2O1OA
TAS 100 '1995
ASTM D 7158 2011
TAS 100 1995
ASTM D 7158 2011
ASTM D 3161 2016
TAS 107 1995
ASTM D3161 2A16
TAS 107 1995
ASTM D 3462 2O1OA
ASTM D 3462 2O1OA
ASTM D 7158 2A11
.ASTM D 7158 2011
ASIM D 3161 2016
TAS 107 1995
ASTM D 3161 2016
TAS 107 1995
ASTM D 3462 2O1OA
rAS 100 1935
ASTM D3151 2016
ASTM D 3'161 2016
TAS 107 1g9s
ASTM D 3462 2O1OA
ASTM D 3462 2O1OA
ASTM D 3462 2C1OA
ASTM D3462 2O1OA
ASTM 03462 2O1OA
TAS 100 1995
ASTM D 3'161 2016
TAS 107 1395
ASTM D 7158 2011
TAS 100 X995
ASIM D 3462 2A1OA
ASTM D 3462 2A1AA
TAS 100 1995
ASTM D 3161 2016
TAS 107 1995
ASTM D7158 2011
ASTM D 3462 2O1OA
TAS 100 1995
ASTM D 3161 2A16
TAS 107 1995
ASTM D 7158 ZAf
ASTM 03462 2O1OA
TA5 100 1995
Reoort No.
ATL-07S-02-01
ATL-083-02-01
ATL$86-02-01 Rev 1
ATL-104-02-01
ATL-10&02-0't
ATL-106-02-01 Rev 1
ATL-107-02-01
ATL-1 07-02-01.1
ATL-109-02-01
ATL-1 16-02-01
ATL-1 18-02-Ol
ATL-1 19-02-01
ATL-123-02-01
ATL-12s-O2-01
ATL-127-82-01 Rev 1
ATL-I32-92-91
ATL-13F02-01
ATL-135-02-01
ATL-135-02-01
ATL-137-02-01 Rev 1
ATL-138-02-01 Rev 1
ATL-143-02-01
ATL-144-O2-O1
ATL-151-02-01
ATL-162-02-01
ATL-167-02-01
ATL-168-02-01
ATL-169-02-01
ATL,170-02-01
ATL-171-02-01
AtL-172-A2-41
ATL-174-A2-O'l
ATL-179-02-01
ATL-1 84-02-01
ATL-185-02-01
ATL-18G02-01
ATL-187-02-01
ATL-220-02-01
ATL-220-O2-O2
ATL-220,02-03
ATL-22042-04
ArL-221-02-A1
ATL+21-02-02
ATL-221-02-43
ATL-221-02-04
A7L-222-02-01
ATL-222-02^02
FL 16305-R7 Page2of11
This evaluaiion report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of a8y product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifi cally addressed herein.
ffiffi,H55*.s,11e
E-ntitu
PRI Constructinn Materials Technologies (TSTS878i
PRI Construction Materials Technologies {TST587B)
PRI Construction Materhls Technologies {TSTSSTS}
PRI Construction Materials Technologies (TSTSSI8)
PRI Construction Materials Technologies (TSTSST8)
PRI Constructlon Materiale Technologies (TST58?8)
PRI Con$truction Msterials Technologies {TST587E)
PRI Canstruction Materials Technologies OST5ST8)
PRI Construclion Materials Technologies (TSTSBTB)
PRI Construction Materials Technologies ffSTsSTe)
PRI Construction Materials Technologies (TSTEAZB)
CREEK Technical Services LLC {ANE11669}
Report No.
ATL-222-02-03
47I-2224244
A-ru22}{.241
ATL-223-4242
ATL{2}02-03
ATL-22&02-04
ATL-224-02-01
ATL-22S.02-01
ATL-225-82-A2
ATL-225*O2-03
A7L-Z?5-O244
4TL13002.7
ATLAS ROOFING CORPORAT;ON
Asphalt Shingles
Standard YearASTMD3161 2016
TAS 107 1995ASTMB7158 zA11
AST|U D 3462 2010A
TAS 100 1995
ASTM D 316'1 2016
TAS 107 19S5ASTMD7158 2D11
ASTM D 3462 2O1OA
ASTM D 3462 2O1OA
TAS 100 .1s95
ASTM D 3161 2o1G I
TAS 107 1SS5ASTMD7158 zAT
Calculations 2A18
ATL13OA2.7 FL 1630S-Ry page 3 of 1 1
This evaluation report is provided for Stat€ of Florida product approyal under Rule 01920-3. The manufacturer shafl notify CREEK
Technical Services, LLC of any product changes or quality assurance changee throughout the duration for which this report is valid.
This evaluation report dffis not express noI imply waflanty, in$tallation, recommended use, or olher product attributes that are not
$pecifioally addressed herein.
f;RHffiK
TECr-NNrfiFrr- Srsrvrces. LLC
luslar:anoN
ATLAS ROOFING CORPORATION
Asphalt Shirgles
Legend Basic Wind Speed {Vux):
Basic Wind Speed (V2s6):
Deck (HVHZ):
Deck {Non-HVHZ}:
Underlayment:
Min. slope:
lnstallation {HVHZ}:
lnstallation {Non-HVHZ}:
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existinE
construction-
ln accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construclion; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance wiih FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
lnstalled with $inch exposurc in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using'6 Nail Pattem" detailed
below.
Installed with S-inch exposure in accordance with FBC
requirements and rnanufacfurer's pubtished installation
instructions. $hingles shall be attached using either "4 Nail
Pattem" or "6 Nail Pattern" detaild below
,j glN:[€ Jr si*
Figure 1. Legend 4 Nail Pattem {Non*IVHZ only}
-e4rr!E !{*6!!
s* ,T rHff-
Figure 2- Legend 6 Nail Pattern
ATL13002,7 FL x6305-R7 Pagre 4 of 'll
Technical Services. LLC of any product changs or quality assurance changes throughout the duration for which this report is valid.
This evaluaiion repo* dm not express nor imply installation, recommended use, or other prcduet attributes that are not
speeifi catly addressed herein.
iir -art tlrtl
ii
il-_:;ai.I'l
ffiffiHffiK
"!.s*F"rMrfl &L SHftvr*ffis, [.-L*
GlassMaster@ 30 &
Tough-Master@ 20
Basic Wind Speed (Vux):
Basic Wind Speed {V656):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (HVHZ):
lnstallation (Non-HVHZ):
ATLAS ROOFTNG CORPORATION
Asphalt $hlngles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19i32 in- plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
[n accordance with FBC requirements;
Solidly sheathed min. '15/32 in. plywood or wood plank for
new construction; Min. 7116in" OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when inslatling at slope
greater lhan 21:12-
lnstalled with 5-inch exposure in accordance with RAS 't15
and manufacturer's published instailation instruclions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
lnstalled with S-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingtes shall be attached using either'4 Nail
Pattern" or "6 Nail Pattern" detailed betow.
$-J91
:*r ;if; ' Iiii
I
i!I
il"** ,*- *^"f-* tg* -+-**$x.-*{
Figure 3- GlassMaster@ 30 & Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only)
1*"
$*-.- i2, -**--- 12. - +--?r.*--l
Figure 4. GlassMaster@ 30 & Tough-Master@ 20 6 Nail Pattern
4T113002.7 FL 16305-R7 Page 5 of 11
This evaluation report is provided for Siaie of Florida product approval under Rule 61G20-3. The manufacturer sfiall notiry CREEK
Technical $ervices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report ooes not express nor imply warranty, instaltation, recommended use, or other product attributes that are not
specifically addressed herein.
f*xi*x
I .**t
tr # n r
-
{:t tt x3{H x t t*-Gjf*t?*!L
Nails
!r!*x-mt!k
ffiffimmrum,...,*c
ProLAMil Architectural
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min, 15132 in. ptywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
grealer than 21:12.
lnstalled with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
lnstalled with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions, Shingles shall be atiached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Basic Wind Speed (Vut):
Basic Wind Speed (V656):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation {HVHZ):
lnslallation (Non-HVHZ):
I
l
I
I
L
1
I
ili*
.,y"" SE;iLAtii titji FAri-iNa- L.|r:-,ri +\:- a-CF: ----
-I
It--I-IiI-rI
I
t4.
i
I
i
I
I
I
i
{
t;
rl,,r- l'ii .".,
I)):;
iltl
Figure 5. ProLAMm A,rchitectural Shingle 4 Nail Pattern (non-HVHZ only)
I
),l
t
rli
-'r: E ;r',PAI-iEii\j
ATL'13002.7
, i i- ' - !'1-F - -- . - *: '/ ! !I I i '"" i ,, I iii i I ,/ i l.. i I i. "" I i , t' ' i l
,
"fi'i : i !iiiiiirill,r.riii,iilrlllilllili
t l.
-
J I
Figure 6. Pro-LAM'" Architectural Shingle 6 Nail Pattern
FL 16305-R7 Page6of11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. Th€ 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, installaiion, recomrnended use, or other product attributas that are not
epecifi cally addressed herein.
ffireffiHK
Yrerurqee,rul* SHrawre:&s. tLf;
Pinnacle@ Pristine &
StormMaster@ Shake
Basic Wind Speed (V,r):
Basic Wind Speed (Va'o):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstatlation {HVHZ}:
lnstallation (Non-HVHZ):
ATLAS ROOFTNG CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requiremenls;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. ptywood existing
construction.
ln accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction'
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corpora*on when installing at slope
greater lhan 21:12-
lnstalted with 6 in. exposure in accordance with RAS 115
and manufacturefs published inslatlation instructions'
Shingles shall be attached using "6 Nail Patlern" detailed
below.
lnstalled with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed betow.
I
i
t-.
I-a
..._,--.
---
.-,
I. I
1iil iii
Figure 7. Pinnacle@ Pristine and StormMaster@ Shake 4 Nail Pattern {Non-HVHZ only}
:-i'-.,/_
--_rlll--
------t----'+o--r::-".-:--:--- r.
-:------l
. r,.-
r--a
..,,'-
II
T
-:_
':ri-rrr,i,l;r;ll' .. I: . 'ij
iijl
ll
r-"--_-+l
lr:lJ,tli;iiilll ilil
Figure 8. Pinnacle@ Pristine and StormMastet@ Shake 6 Nail Pattern
ATL1 3002.7 FL 16305-R7 Page 7 of 'l 1
Technical Services, LLC of any product changes or quatity assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply vvananty, installation, recommended use, or olher product attributes that are not
specifically addressed herein.
ffiffiffiffiK
T*:e*-{ru*trAl" Sur*ut*ss" t*kf;
StormMaster@ Slate
ATLAS ROOF[NG CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in- plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
ln accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
ln accordance with FBC requirements.
2:12 and in aecordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greaterthan 21:12.
lnstalled with 8.5 in. exposure in accordance with RAS 115
and manufacturer's published instatlation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
lnstalled wilh 8.5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instruetions. Shingtes shatl be attached using either "4 Nail
Pattern" or "6 Nait Pattern. detailed below.
Basic Wind Speed (Vun):
Basic Wind Speed (Vaso):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (HVHZ):
lnstallation (Non-HVHZ):
Figure 9. StormMaster@ Slate 4 Nail Pattern
Figure 10. StormMaste!@ Slate 6 Nail Pattern
AT113002.7 FL 16305-R7 Page8of11
This evalualion report is provided for Siate o{ 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 waranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
*IT
o,I
J-r
9"I
CRHHK
TECI"{NICA.L SHRVICES" LLC
Pro€ut@ Siarter Strip Basic Wind Speed {Vun):
Basic lrllind Speed {Vaso}:
Deck {HVHZ}:
Deck (Non-HVHZ):
Underlaymeni:
Min. slope:
lnstallation (HVHZi:
lnstallation {NoI-HVHZ):
ATLAS ROOFING CORPCIRATION
AsPhdt Shiagles
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Sotidly sheathed min- 19132 in. plywood or wood plank far
new construcli*$ Min. 15132 in. ptywood exisiing
construction.
ln accordance with FBC requirements;
Solidly sheathed min- 15132 in. plywood or wood plank for
new construction; Min. 7/,l6 in. OSB existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greaterthan 21:12.
Installed in acc,ordance with RAS 115 and manufacturels
published installation instructions. Shingles shalt be
attached as shown below.
lnstalled in accordance $rift FBC requirements and
manufacfu rer's published installation instructions. ShinEles
shall be attached as shown below.
-__-,--_*__+.* 3t.
L
t--*-----
I
I
l
I
i
I
.,". -l
'lilii
__j I1*"
ro- ..-'-'--'----.-_l- 2" 1
i fitfnpto.
12F,1-l/2"tlq tu*dl i l,i
" -r '.i--
j-.. : :: - ='= : -a =.'=i_*___*i ._", i
Figure 11. Pro4ut@ Starter StriP
lVI 3i
ATL13OO2"7 FL 1630tR7 Page I of 11
Technical Services, LLC of any product changes cr quality assurance changes throughout the durat'ron for which this report is valid'
This evaluation report does n&
"xprers
nsr i-mpty winan-ty, instaflation, regommended us9, or other product atributes that are not
specifi eally addressed herein.
fireHHK
TECE.IF{ICAL SERVICES, LLC
Fro{ut@ Hip & Ridge
ATLAS ROOFING CORPORATION
Asphalt $kingles
Max.'194 mph
Max. 150 mPh
ln aecordance with FBC requirements;
Solidly sheathed min. 19i32 in. plywood or wood plank for
new construction; Min- 15132 in. plywocd existing
construction.
ln accordance with FBC requirements;
Solidly sheaihed rnin" 15132 in. plywood or wood plank for
new construction; Min- 711$ in. GSB existing construction.
ln accordance $rith FBC requirements.
2:.12 and in accordance with FBC requirements.
lnstalled with 5-5/8 inch exposure in accordance with RAS
115 THVHZ anly) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from ihe prevailing wind.
Basic Wind Speed (V,r):
Basic Wind Speed {Vaso):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation {HVHZ and
non-HVHZ):
Flgure 12. Pro€ut@ Hip & Ritlge
ATL1300?,7 FL 16305-R7 . ..
page roj|J.'t
The rnanufacturer shall notifo CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for wlrich this report is valid.
This evaluation report does not express nor imply wananty, instaltatien, recommended use, or other product attributes that are not
specitically addressed herein.
1? ga. 1-112" ri*g
shanlc nail
ffiffiffiffiK ATLAS ROOFING CORPOMTION
Asphalt Shingles
Tne r-.lrqreaL SEF?vtcE5, LLe
LIMITATIoNS
Fire Classification is not within the scope of this evaluation.
The roof deck and the roof deck afi.achment shall be designed by others to meet the minimurn design loads
established for components and cladding and in accordance with FBC requirernents.
The mean roof height shatl be restricted to a maximum 33 ft in the HVHZ.
Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or tess.
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 undedayment application'
Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
lnstallation of the evaluated products shall comply with this report, the FBC, and the manufacturefs
published application instructions. Where discrepancies exist between these sources, the more restriclive
and code compliant detail shall prevail.
All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
GOMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer-
4\rt
?)
3)
4)
s)
o)
tt
8)
..,Stifit,yi.g,
S .." No 74021 '..
"--t*j ".*---::*i=rt: :or--
"-A,. srATE oF.r'LQ-..
''4r,tttf,';"?i$'
,r7 n ,4 2018.10.14/ l1t::!?- 12:33:10 -04'oo'
Zachary R. Priest. P.E"
Florida Registration No - 7 4421
Organization No. ANE9641
CeRIRcAnoN oF INDEPENDENCE
CREEK Technical Services. LLC does not have, nor will it acguire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or conlrolled by any company manufacturing or distributing products under
this evaluation-
Zachary R. Friest, P.E. dses not have, nor will acquire, a financial interest in any company manufacturing or distributing products
uilder this eYaluation.
7achary R. Priest, P.E. does not have, nor will ecquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPoRT
A.TL13002.7 FL 16305-R7 Page '11 of 11
This evaluation report is provided lor State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Service$, LLC of any product changes or quality assuEnce changes throughout the duration for which this report is valid.
This eyaluation report does not express nor imply wananty, installation, recommended use, or other product attributes that are not
specifi cally addressed herein.