HomeMy WebLinkAboutTamko - FL18355-R5CREEK
TecHr.ucAL Senuces, LLC
EVALUATION REPORT
Certificate of Authorizatian No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
Fr-oruoa BuILDING GoDE, 6* EomoN (2}1ll
Manufacturer:
Manufacturing Plants:
Quality Assurance:
Scope
TAMKO BUILDING PRODUCTS LLC
198 Four States Drive
Galena, KS 66739-0097
(417) 624-6644
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
uL LLC (OUA9625)
/ssued February 10, 2020
Category:
Subcategory:
Code Sections:
Properties:
Rerenexces
Roofing
Asphalt Shingles
1 504.1.1, I 507 .2.5, 1 507.2.7 .1, 1 523.6.5. 1
Physical properties, Wind Resistance, Wind Driven Rain
Entitv
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5678)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construciion Materials Technologies (TST5878)
PRI Consiruction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5B78)
PRI Construction Materials Technologies (TST587B)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
uL LLC (T5T9628)
uL LLC (TST9628)
UL LLC (T5T9628)
uL LLC (T319628)
uL LLC (T3T9628)
uL LLC (T5T9628)
uL LLC (T5T9628)
uL LLC (T5T9628)
uL LLC (T5T9628)
uL LLC (T5T9628)
uL LLC (T5T9628)
uL LLC (15T9628)
uL LLC (T5T9628)
CREEK Technical Services LLC (ANE11669)
TBP15001,5
Report No.
TAP-043-02-01
TAP-05 1-02-01
TAP-054-02-01
TAP-114-02-01
TAP-117-02-01
TAP-130-02-01
TAP-1 31 -02-01
TAP-1 65-02-01
TAP-280-02-01
TAP-303-02-01
TAP-307-02-01
TAP-314-02-01 Rev 2
TAP-315-02-01
TAP-3'17-02-01
02NK9507
04NK24366
05NK28006
O6NKO3B9B
08CA59132
09NK07896
10cA50498
'10cA64882
1 1 NK14014
12CA24551
4786110543
4787043752
4787148748
TBP'15001 .3
FL1 8355-R5
Standard
TAS,'OO
TAS 1OO
TAS 1OO
TAS lOO
TAS 1OO
TAS 1OO
TAS 1OO
TAS 1OO
IAS 1OO
TAS 1OO
TAS 1OO
TAS,'OO
ASTM D 6381
TAS 1OO
ASTM D 3161
ASTM D 3462
ASTM D 6381
uL 2390
ASTM D 7158
ASTM D 3161
ASTM D 3462
ASTM D 3161
ASTM D 3161
ASTM D 3462
ASTM D 3462
ASTM D 3161
ASTM D 3161
ASTM D 3462
ASTM D 3161
ASTM D 6381
ASTM D 3161
ASTM D 7158
ASTM D 3161
ASTM D 3462
Calculations
Year
{ ooq
1 995
1 995
"1995
1 995
1 995
1 995
1 00(
1 99s
'1995
1 995
1 995
2008(201 3)e1
1 995
2016
201 0A
2008(201 3)e1
2011
2016
2010A
2016
zu to
2010A
20104
2016
20'16
2010A
2016
2008(201 3)e1
2016
2411
2016
201 0A
2017
1of10
This evaluation report is provided for State of Florida 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
specifi cally addressed herein.
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PRoDUcT DEScRIPTIoN
TAMKO BUILDING PRODUCTS LLC
A,sphalt Shingles
Elite Glass€eal@
(Frederick & Joplin)
Heritage@
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick &
Philllpsburg)
Heritage@ Vintag@
(Phillipsburg)
Heritag@ Woodgate
(Dallas & Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintag@ Hip and Ridge
{Phillipsburg)
12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing,3{ab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle sudaced with mineral granules
complying with ASTM D 3462.
17-112" x 40", ASTM D 3'161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
T8P15001.5 Fl18355-R5 Page 2 of 10
This evaluation repori 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
specifi cally addressed herein.
Ig*HEs*".s,LLC
lNsrru-uanoN
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
EIite Glass-Seal@ (Frederick & Joplin)
Basic Wind Speed (V,rt):
Basic Wind Speed (Vu"6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
lnstallation (Non-HVHZ):
Max. 194 mph
Max. 150 mph
ln accordance with FBC requirements;
Solidf y sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32
in. plywood existing construction.
ln accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in, wood plank or min.7116 in. OSB
for new construction; Min. 318 in. plywood or min. 7116 in. OSB for existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to the manufacture/s
application instructlons when installing shingles at slopes greater tha n 21 :'1 2.
lnstalled with 5-118 inch exposure in accordance with RAS 115 and manufacfurer's
published installation instructions. Shingles shall be attached using'6 Nail Pattem"
detailed below.
lnstalled with 5-1/8-inch exposure in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles shall be attached using
either "4 Nail Pattem'or "6 Nail Pattem" detailed below.
Nail ZoneF
b'
ro
Tsv8.
Exposure
I
JO
Figure 1. Elite Glass-Seal
4 Nail Pattern (Non-HVHZ only)
\,.: I Z,r' -
Figure 2. Elite Glass-Seal
6 Nail Pattern
T8Pl5001.5 FLl 8355.R5 Page 3 of 10
This evaluation report is provided for State of Florida product approval under Rule 6'1 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any produci 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.
r
st}T:c{_rlilb=lllal;fl
1-
sliT_(\l_rl
={b=rlsE
lTf
IEn"qEs,".s,LLc
Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa)
Heritage@ Premium (Frederick & Phillipsburg)
Heritage@ Woodgate (Dallas & Frederick)
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Basic Wind Speed (V"rt):
Basic Wind Speed (V,"0):
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. 15/32
in. plywood existing construction.
ln accordance with FBC requirements,
Solidly sheathed min. 3/B in. plywood, min. 15/32 in. wood plank or min. 7/16 in, OSB
for new construction; Min. 3/8 in. plywood or min. 7116 in. OSB for existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to the manufacturer's
application instructions when installing shingles at slopes greater than 21:12.
lnstalled with 5-5/8 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 5-5/8 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 below.
r
*'rtbtilIr
*lr,l,- 12-L/ 2'-l- 12-3/ 8"-l- 12_1/ 2" +fi-
Nail Line
Figure 3. Heritage@ & Heritage@ Premium
4 Nail Pattern (non-HVHZ only)
'rr Lt"t:
393/8',
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
TBP"I 5001 .5 F118355-R5 Page 4 of 10
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluatron report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
IgnHEs,".s,LLc
TAMKO BUILDING PRODUCTS LLC
AsPhalt Shingles
,'l'.+L2-1/ 2'
-f--
12-3l8'-i- 12'L/ 2' .-.-_1Ll-
*5/8"
Exposure
I
\alL'i
f- 6 1r2 . , l-7 s/a" -l ,* gx,2"*l
-l'illili'j-
Figure 5. Heritage@ Woodgate
4 Nail Pattern (non-HVHZ onlY)
+-.------tr-
i--.---"*t-t-i- I
I
s5l8"
Exposure
I
Figure 6. Heritage@ Woodgate
6 Nail Pattern
i.- , r.r72"-----*itir'{*
1-*>3'r
ISldLl-
':: Llr't
D Common Bono
T
I
€
(o
I
TBP15001.5
39-318"
Figure 7. Heritage@, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
FL1 8355-R5
Rule61G20-3.ThemanufacturershallnotifyCREEK
Technical Services, LLC of any product changes or quality assuiance changes throughout the duration for which this report is valid.
.L^+ ^,^ ^^+This evaluation report does not "rpr"., nor imply *arraniy, installation, recommended use, or other product attributes that are not
specifically addressed herein.
T to
I Y@I E()l,OI lfrx{ +u
Ign,H,Es,",s,LLc
Acceptable Fastene r Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
Fastener Location
Figure 8. Heritage@ (Tuscaloosa)
Expanded Nail Zone
TAMKO BUTLDING PRODUCTS LLC
AsPhalt Shingles
t--fo->i
EF;Jllelif
TRPrEool c FL1835$'R5 Page 6 of 10
Technical Services, LLC of any product changes or quality assurEince changes throughout the duration for which this report is valid.
This evaluation report does not u*pr"ss nor impty waranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
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Heritage@ Vintage@ (Phillipsburg)
Basic Wind SPeed (V,x):
Basic Wind Speed (V""6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation (HVHZ):
lnstallation (Non-HVHZ):
TBP15001.5
I I ll> vvdludllur I I qPvt t 'r Hr i
Technical services, LLC of any product changes or quality assurance changes throughout ihe duration for which this report is valid'
This evaluation report does not u*pr"". nor imply *artuniy, installation, recommended use, or oiher product attributes that are not
specifi cally addressed herein.
TAMKO BUILDING PRODUCTS LLC
AsPhalt Shingles
T
l_
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' 15/32
in. plywood existing construction.
ln accordance with FBC requirements,
Solidlysheathed min.3/8 in. plywood, min.15132 in. wood plankormin' 7/16 in. OSB
for new construction; Min. 3/B in. plywood or min. 7116 in. OSB for existing construction'
ln accordance with FBC requirements.
Z:12 and in accordance with FBC requirements. Refer to the manufacturer's application
instructions when installing shingles at slopes greater than 21 12'
lnstalled 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.
lnstalled with 5 in. exposure in accordance with FBC requirements and manufacturer's
published installation instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
F-,"",,--t F-r*++.-l
Figure 9. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ onlY)
Figure 10. Heritage@ Vintage@
6 Nail Pattern
FL1 8355-R5
Ig*H=s,".s,LLc
Hip & Ridge (Frederick & JoPlin)
Basic Wind Speed (V,rt):
Basic Wind Speed (V""6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation:
Direction of prevailing wind(-
Figure 11. Hip & Ridge
TAMKO BUILDING PRODUCTS LLC
AsPhalt Shingles
$-16 exposure
Figure 3
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' 15/32
in. plywood existing construction.
ln accordance with FBC requirements;
Solidly sheathed min. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7i 16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7116 in. OSB for existing construction.
ln accordance with FBC requirements.
2'.12 and in accordance with FBC requirements'
lnstalled with 5-118 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
T8P15001.5 FL18355'RS Page I of 10
Technical services, LLC of any proeluct changes or quality assuran@ changes throughout the duration for which this report is valid'
ThL evaluation report does not e*pr"ss nor i-mpty wananty, installation, recommended use, or other product attributes that are not
specifi cally addressed herein.
Figure 1
Figure 2
exposure
Ig=n5=s,".s,LLc
Vintage@ Hip & Ridge (Phillipsburg)
Basic Wind Speed (Vurt):
Basic Wind Speed (Vu"6):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
lnstallation:
TAMKO BUILDING PRODUCTS LLC
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. 15/32
in. plywood existing construction.
ln accordance with FBC requirements;
Solidly sheathed min.3/8 in. plywood, min. 15/32 in. wood plank or min.7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7116 in. OSB for existing construction.
ln accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
lnstalled with 5 inch exposure in accordance with the FBC and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
DirectioJ sf prevailing wind
exposure
Figure 1
Ftistener
Ls-1/z'
Figure 2
Figure 12.
Figure 3
Vintage@ Hip & Ridge
T8P15001.5 F118355-R5 Page 9 of 10
Technical Services, LLC of any product changes or quality assurance changes ihroughout the duration for which this report is valid.
This evaluation report does not express nor imply wananty, installation, recommended use, or other product aftributes that are not
specifi cally addressed herein.
1/4"
Ig*,HEs-,".s,LLc
LIMITATIONS
TAMKO BUILDING PRODUCTS LLC
AsPhalt Shingles
1)
2)
3)
4)
6)
Fire Classification is not within the scope of this evaluation'
The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements'
The mean roof heigirt shall be restricted to a maximum 33 ft in the HVHZ.
Classification to eSfV D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less'
Deck substrates shall Oe clean,'dry, anO free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
Sfrlngtes shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
T) lnstallation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
g) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
GoupltancE STATEMENT
The oroducts evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
c;H 6" E;1ioniiorzl as evidenced in th-e referenced documents submitted by the named manufacturer.
2020.02.10
17:16:22.$1, t:;,g,
'\'v"' ' '-- .' No 74021 '. '-
==
*i i,* !i.i * ;o.i7o'.. srATE oF i.Q---
A*:i,_ir"{$
CERTIFtcATtou or luPePeNDENcE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distribuiing
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.
Euo or Reponr
TaDrEnnl q FL1B355-R5 Page 10 of 10
cturer 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 "rpr".. nor imply *"rraniy, installation, recommended use, or other product attributes that are not
specifically addressed herein.
'h(t?--05'00'
Zachary R. Priest, P.E.
Florida Registration No. 7 4021
Organization No. ANEl 1 669
4/22/2020 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map
> Ap-plEA!-s-LLIS! > ApPll@tlon Detall
F118355- R5
Revision
2017
Approved
TAMKO Building Products LLC
PO Box 97
Galena, KS 66739
(417) 624-6644 Ext 2305
kerri_eden@tamko. com
Kerri Eden
kerri_ede n @ta mko. com
Kerri Eden
PO Box 1404
Joplin, MO 64802
(471) 624-6644 Ext 2305
kerri,eden@tamko. com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Zachary R. Priest
PE-74427
UL LLC
to/78/2O2L
Locke Bowden P.E.
' Validation Checklist - Hardcopy Received
FL183s5 R5 CoI T8P15001.5 2017 FBC Eval Rep-srllshingles final'pif
Year
20L6
2010
2017
1995
d b pt' (@*;'i**":r*r'"'
Prs4r!-Ap-p-!9.vallle!-u >
FL#
Application Type
Code Version
Application Status
comments
Archived
Product Manufacturer
Add ress/Phon e/ Ema il
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/ Phone/ Ema i I
Category
Subcategory
Compliance lvlethod
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance EntitY
Quality Assurance Contract Expiration Date
validated By
Certificate of IndePendence
Referenced Standard and Year (of Standard)Standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 1OO
Equivalence of Product Standards
Certified By Approved Testing Labflig:Ss ns fquiv UL letter for standards for FBC 2o17.pdf
https://www.floridabuilding.orglprlpr-app-dtl.aspx?param=wGEVXQwtDquvosrHazGXoW83MPT3uofKkMlf%Ztcr3jwmc7 q7 d"/o2bThEvrQvo3do/"3d 1ta
[o*"*our* -l
| 6€C*fTFRY
rlmtoa oEFABtlilE?rr {r
d;ffi $tl&' Professi on al Regulation
.,"'].,
4/22/2020 Florida Building Code Online
Method 1 Optlon D
02/11/2020
02/7t/2020
02/16/2024
04/07/2O2O
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summarv of Products
,L-_-**-----*-----f - '--- i----
i FL # I Model, Number or Name I DescriptionI rL f 1 r-rvssr' ' 'YrYr rrrrYrr
Elir^ -l5cc-ca-l Harif-^6 Ua?it,aa AqTM n ?ZA2:.nh18355,1 Etite Glass-Seal/ Heritager Heritage ASTM D 3462 asphalt shingles and hip and ridge shingles
Premium, Heritaqe Woodgate,
Heritage Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Otherr See evaluation report for limits of use.
-t
I
Installation Instructions
final.pjf
Verified By: Zachary R. Priest PE-74O21
Evaluation Reports
FL18355 R5 AE TBP15001.5 2017 FBC Eval Rep-srlshingles
fina l. psll' Created by Independent Third Party: Yes
EE
eqlc4-us :Phone: 850-487-1824
The State of Florida is an AA/EEO employer :: Priva.v Statement : : Accessibrlrtv Slatement : : RefJnd Statefrent
under Florida law, email addresges are public re@rds, If you do not want ygur e-mail address released in response to a public-re.ords request, do not send electronic
mail to this entity, Insteaci, contact the oifice by phone or by t6ditional mail, ]f you have any questions, please contact 850.487.1395 *Pursuant to Section 455,275(1),
Florida Statutes; effective October 1, 2012, licensees licensed under Chapte.455, F.S. must provide the Department with an email address if they have one' The emails
provrded may be used for official communication with the licensee. However email addresses are public record. Il you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hre .
Product APProYal AccePts:[It] @ Etr
C:'edrt Cerrl
Safe
htrps://www.floridabuilding.org/prlpr-app-dtl.aspx?param:wGEVXOwtDquvosrHazGXOWS3MPT3uofKkMlfo/"Zhr3iwmC7 q7 d%2b7hEyfQ%3d"/o3d 2/2