HomeMy WebLinkAboutEVALUATION REPORT` C a1 Es�
CREEK
p� �+ y �� �GjP'�Q �;;c�lt�4�4
TECHNICAL S ERVICEPS, L.L-�
1
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
TAMKO BUILDING PRODUCTS
220 West 4vStreet
Joplin, MO 64801
(417) 624-6644
Joplin, MO JI
Phillipsburg, KS
Frederick, MD J
Dallas, TX IJ
Tuscaloosa, AL
UL LLC (QUA9625)
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2
Properties: Physical properti
RFFFRENCES
Entity
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
PRI Construction Materials Technologies
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
FLORIDA BUILDING CODE, r EDITION (2017)
1507.2.7.1, 1523.6.5.1
Wind Resistance, Wind Driven Rain
Report No.
TAP-043-02-01
TAP-051-02-01
TAP-054-02-01
TAP-114-02-01
TAP-117-02-01
TAP-130-02-01
TAP-131-02-01
TAP-165-02-01
TAP-280-02-01
TAP-303-02-01
TAP-307-02-01
TAP-314-02-01 Rev 2
TAP-315-02-01
TAP-317-02-01
02NK9507
04NK24366
05NK28006
UL LLC (TST9628) 1 06NK03898
UL LLC (TST9628)
08CA69132
UL LLC (TST9628) ?
09NK07896
UL LLC (TST9628)
10CA50498
UL LLC (TST9628) i
10CA64882
UL LLC (TST9628)
1
11NK14014
UL LLC (TST9628)
12CA24551
UL LLC (TST9628)
4786110543
UL LLC (TST9628) i
4787043752
UL LLC (TST9628)
4787148748
CREEK Technical Services LLC (ANE11669) TBP15001.3
Issued September 25, 2017
Standard
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
TAS 100
ASTM D 6381
TAS 100
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
RECEIVED
MAR 0 5 2018
ST. Lucie County,
Year
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
1995
2008(2013)e1
1995
2016
2010A
2008(2013)e1
2011
2016
2010A
2016
2016
2010A
2010A
2016
2016
2010A
2016
2008(2013)e1
2016
2011
2016
2010A
2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of anyiproduct changes or quality assurance changes throughout the duration for which this rep il: s
This evaluation report does not express nor imply warranty, installation, recommended uFIL
Pdy
specifically addressed herein.
i
i
l
1
CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage)
(Dallas, Frederi__ck,
Joplin; Phillipsburg &
Tuscaloo"sa)— f
Heritage® Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Frederick)
Heritage® Vintage®
(Phillipsburg)
Heritage® Woodgate
(Dallas & Frederick)
Heritage® Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 3� 61, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 7i158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
13-1/4" 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.
13-1/4" 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.
I
12" x 36", ASTM DI3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-1/2" x 40", 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.
13-1/4" x 39-3/8"I ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with AI TM D 3462.
12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used inthe non-HVHZ only.
12-1/4" x 12", AASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4
This evaluation report is provided for State
Technical Services, LLC of any product cK
This evaluation report does not express n(
specifically addressed herein.
i
I
I
i FL18355-R4 Page 2 of 11
of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
inges or quality assurance changes throughout the duration for which this report is valid.
r imply warranty, installation, recommended use, or other product attributes that are not
CREEK
TECHNICAL SERVICES,
LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (Vui,):
(Frederick, Joplin &
Basic Wind Speed (Vasd):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
i
Underlayment:
Min. slope: I
Installation (HVHZ):
I
Installation (Non-HVHZ):
I
TAMKO BUILDING PRODUCTS
Asphalt Shingles
I
I
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In 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.
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed 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
Pattern" or "6 Nail Pattern" detailed below.
NAILS
- -' �- - - 47
fr70
Naming _
......................... ...:_
Area �II 5-118"
N
A
IButt Edge
Figure 11. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Figure 2.
I
I
TBP 15001.4
This evaluation report is provided for State
Technical Services, LLC of any product chE
This evaluation report does not express no
specifically addressed herein.
I
6m&i_hr
Elite Glass -Seal & Glass -Seal
6 Nail Pattern
i-1181,
FL18355-R4 Page 3 of 11
orida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
s or quality assurance changes throughout the duration for which this report is valid.
)ly warranty, installation, recommended use, or other product attributes that are not
CREEK
TECHNICAL SERVICES, LLC
Heritage®
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage® Woodgate
(Dallas & Frederick)
6-118"
TBP15001.4
Basic Wind Speed (V„ it):
Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation
1 " �-- 12-112" -►f
Figure 3. Heritage®, Herr
4N
6-
i
I
TAMKO BUILDING PRODUCTS
Asphalt Shingles
I
Max. 194 mph
,Max. 150 mph
I 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.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In 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.
Installed 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.
Installed 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.
ENERS NAIL ZONE
COMMON
L:::�BOND
EXPOSURE 6-6/8"
12-318" 12-1I2`�--1"
e@ Premium, and Heritage@ Woodgate (Dallas)
Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5-518"
1'=-►I �r-1l2"-►�- 7-1 �2"- r"�I8"�- 7-i /l"-►�7-1/2" ►� h-1 "
This evaluation report is provided for Sti
Technical Services, LLC of any product
This evaluation report does not express
specifically addressed herein.
4. Heritage@ & Heritage@ Premium
6 Nail Pattern
FL18355-R4
4of11
f Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
ges or quality assurance changes throughout the duration for which this report is valid.
imply warranty, installation, recommended use, or other product attributes that are not
oCREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE!
COMMON BOND
6-1/8" EXPOSURE 5 518°
1 " �-7.1/2'�-7-112'�►�-7�18'�I 7-1/2�7-112� �-1
Figure 6. Heritage@ Woodgate
6 Nail Pattern
C7
T �
� 7
ICL
L7 O
to X
y y W
Figure 6. Heritage@,
PAINT
LINE
7-718"
6-118"
0 Common Bond
fD
1
39-3/8" — 1
age@ Premium, & Heritage@ Woodgate
late 6 Nail Pattern
____._}-NAIL ZONE
EDGE OF
COMMON
BOND
EXPOSURE
5-518" .
I ACCEPTABLE
FASTENER LOCATION
IDO NOT FASTEN
ALONG EDGE OF
___------------ -- COMMON BOND
PREFERRED
FASTENER
LOCATION
I igure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Nail pattems from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 I FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Premium Basic Wind Speed (Vuit):
(Frederick) Basic Wind Speed (Vasd)
Deck (HVHZ):
W/2"�
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
I
I
I
i
TAMKO BUILDING PRODUCTS
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.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 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.
Figure 8. I eritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
51/211
�11-91f2--4
Fi
TBP15001.4
This evaluation report is provided for St,
Technical Services, LLC of any product
This evaluation report does not express
specifically addressed herein.
F.
NAIL ZONE/
COMMON BOND
A
NAIL ZONE/
COMMON BOND
EXPOSURE 5°
9. Heritage@ Premium (Frederick)
6 Nail Pattern
FL18355-R4
6of11
of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
inges or quality assurance changes throughout the duration for which this report is valid.
r imply warranty, installation, recommended use, or other product attributes that are not
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES. LLC
Heritage@ Woodgate Basic Wind Speed (Vu,t): Max. 194 mph
(Frederick) Basic Wind Speed (Va,d): Max. 150 mph
Deck (Non-HVHZ): If i n accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: IIn accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 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.
5-1/2"
12
Figure 10. He
4 Nail P
9-112"-0�3I
Figure 1
NAIL ZONE/
COMMON BOND
IT
EXPOSURE 5"
_±
-- 11'. —� [ —1"
® Woodgate (Frederick)
I (non-HVHZ only)
T
EXPOSURE 5"
. Heritage@ Woodgate (Frederick)
6 Nail Pattern
NAIL ZONEI
'COMMON BOND
TBP15001.4 I FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not expresslnor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
Heritage® Vintage® Basic Wind Speed (`/ult):
(Phillipsburg) Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
IIn accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In 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.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed 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.
Figurd 12. Heritage® Vintage®
5 Nai0attern (non-HVHZ only)
TBP15001.4
This evaluation report is provided for State 01
Technical Services, LLC of any product chan
This evaluation report does not express norl
specifically addressed herein.
40ff
igure 13. Heritage® Vintage®
6 Nail Pattern
S posurB
Notch
Evomm
('Notch
17-VF
FL18355-R4 Page 8 of 11
odda product approval under Rule 61G20-3. The manufacturer shall notify CREEK
s or quality assurance changes throughout the duration for which this report is valid.
)ly warranty, installation, recommended use, or other product attributes that are not
=y CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (Vuit):
(Frederick & Joplin) Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
i
TAMKO BUILDING PRODUCTS
I Asphalt Shingles
i
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.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-1/8 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.
Direction prevailing wind
Start 5-1/8" exposure
here-
i
O
'I II
ll
Figure 1
U- „w exposure
- •••? /C I - •ram Fa,
Figure 2 I \ \ i Figure 3
1411111
Figure 14.� Hip & Ridge (Frederick & Joplin)
1
I
I
i
i
I
TBP15001.4 i FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I
I
REEK I TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vad): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed 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.
Direction of
5" exposure
I
'i �I I
I
10
Figure 1
I
Fastener
Figure 2
Figure 15. VIil tage@ Hip & Ridge (Phillipsburg)
9
I
I
II
I
wind
TBP15001.4
This evaluation report is provided for State c
Technical Services, LLC of any product char
This evaluation report does not express nor
specifically addressed herein.
FL18355-R4
'Uxposure
rigury a
10 of 11
Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
es or quality assurance changes throughout the duration for which this report is valid.
nply warranty, installation, recommended use, or other product attributes that are not
CREEK
TECHNICAL SERVICES. LLC
LIMITATIONS
1) Fire Classification is not within the scope of this &
2) The roof deck and the roof deck attachment shall
established for components and cladding and in a
3) The mean roof height shall be restricted to a maxis
4) Classification to ASTM D 7158 applies to exposur
5) Deck substrates shall be clean, dry, and free fro
shall be checked for protrusion and corrected pno
6) Shingles shall be installed starting at the eave Ir
deck.
7) Installation of the evaluated products shall cc , r
published application instructions. Where discre
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactl
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, I
Code, 6'" Edition (2017) as evidenced in the referenced
G•,��GEIVS�•FcP�
No 74021
� 3 S TAT E O F
:O••
4fi`�' 10 N A1101
CERTIFICATION OF INDEPENDENCE
TAMKO BUILDING PRODUCTS
Asphalt Shingles
)e designed by others to meet the minimum design loads
cordance with FBC requirements.
ium 33 ft in the HVHZ.
B & C with a building mean roof height of 60-ft or less.
1 any irregularities and debris. All fasteners in the deck
to underlayment application.
horizontal layers such that the laps shed water from the
with this report, the FBC, and the manufacturer's
as exist between these sources, the more restrictive
red under a quality assurance program in compliance with
have demonstrated compliance with the Florida Building
uments submitted by the named manufacturer.
2017.09.25
i� 11:31:41
� p,yWy.ptipLCv,0.Mw,
-04r00t
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, i 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.
TBP15001.4
This evaluation report is provided for State of Florid
Technical Services, LLC of any product changes or
This evaluation report does not express nor imply v
specifically addressed herein.
OF REPORT
FL18355-R4 Page 11 of 11
ict approval under Rule 61 G20-3. The manufacturer shall notify CREEK
assurance changes throughout the duration for which this report is valid.
r, installation, recommended use, or other product attributes that are not