HomeMy WebLinkAboutProduct Approval Certificate of Authorization No.29824
GREEK 11520 Edinburgh Dr"
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6TH;EDITION(2014)
Manufacturer: TAMK0 BUILDING PRODUCTS Issued Dec6fter 14,2015
220 West 4th Street
Joplin,MO'64801
(417)624-6644
Manufacturing Plants,: Joplin,MO
Phillipsburg,KS
Frederick,MID J'JL 2 5 291?
Dallas,TX
PE
Tuscaloosa,AL P.Mill-17ING
Si. Lucie County, FL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt-Shingles
Code Sections: 1507.2.5, 1507.2.7.1,-1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity Riaport:No. Standard Year
-PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 1100 1995
PRI Construction Materials Technologies(TST5878) TAP-0511=02-01 TAS 100 1995
15#1 Construction Materials Technologies(TST5878) TAP-05402-01 TAS 100 1995
;PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
;PRI Construction Materials Tochn6lo ies(TST58 8 TA,P-'131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1005
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
'PRI Construction Materials Technologies(TST5878) TA-P-303-02-01 TAS 100 1995-
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Tectfinologids(TST5878) TAP-3114mO,2-01 Rev'2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM b 081 2008(2013)91
PRI Construction Materials Technologies(TST5878) TAPm317-62-01 US 100 1995
UL LLC-(TST9628) 02NK9507 ASTM D 37611 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 2006(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 08CA59132 ASTM D.3161 2009
UL LLC(TST9628) 09NK07896 ASTM 0 3161 2009
ASTM D 3462 =9
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009
'UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2009
UL LLC(TST9628) 11 NKi4014 ASTM b 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 12CA24551 ASTM D 3161 2009
UL LLC(TST9628) 4786110543 ASTM',D:6381 2008(2013)e1
UL 1-1-C(TST9628) 4787043752 ASTM D 3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7158 20o8d
ASTM li 8161 2009
ASTM D 3462 2009
TBP15001.2 FL18355-R2 Pagel of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3: The manufacturer shall notify CREEK
Technical Services,LLC of any-product changes or quality assurance.changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
G R K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL-SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12=1/4"x 36", ASTM:D 3161, Class F and ASTM D 7158, Class H self=sealingi 3-tali
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seat 12-1/4"x 367, ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing,34ab asphalt shingle with fiberglass
(Joplin) 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.
Heritage&. 134/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class 'H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with.ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 1.3-1/4" x 39-3/8", ASTM D 3161, 'Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage&Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Vintage& 17-1/2"x 40",ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 346.2
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage&Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick)' asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM D 3161i Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.2 FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
TechnicalServices,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.
G �j TAMKO BUILDING PRODUCTS.
I1 Asphait-Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-$eat® Basic Wind Speed(Vu,i): Max. 19.4 mph
(Frederick,,Joplin& Basic Wind Speed(V,,d): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed Min.. 19/321m plywood or wood plank for
Glass-Seal new construction; Min.. 15/32 in. plywood existing
(Frederick;.Joplin(Non- constriction.
'HVHZ)&Tuscaloosa) Deck(Non-HVHZ): 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,
Underlayment: In.accordance.with FB.C.requirements.
Min.slope: 212 and.in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with-5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
:Shingle's shall be attaehed using "6 Nail Pattern"detailed
,below.
Installation '(Non-HVHZ): 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"ort Nail Pattern",detailed below.
NAILS
Nailing ___.:_...-�._....__.-..__._..:...._�._--__.._ -_. .._---.--_-=__ ._ �g
j� 5-918"
Butt Edge
Figure 1. Elite Glass-Seal'&"Glass=Seal
4 Nail Pattern(Non-HVHZ only)
NAIL'S
Nailing — - -- __... -- _...... _ - 6-7/8
u
- — -- - — -- - -•------ ----------------
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 3 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.iriiply,warranty,installation,recommerfded.use,or other product attributes that are not
specifically addressed herein.
CD TAMKO BUILDING PRODUCTS
jZ K Asphait Shingles
TECHNICAL•SERVICES,LLC
Heritage@ Basic Wind Speed(V„it): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vaw): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ); In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage@ Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15132 in. plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In 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(HVHZ): 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.
Installation (Non -HVHZ); 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
Pattem"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
BOND
6-1/8" FEXPOSURE 5-5/8"
12-112"— — 12-3/8" --►�— 121/21`
Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
T_ 7-
6-1 EXPOSURE 5-5/8"
1'=-►I �11-7-1/2=14-7-1/2 -7-1/2"-N
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 4 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt-Shingles
TECHNICAL-SERVICES,LLC
NAIL ZONE/
,ASTENERS COMIIAON._BONDa;
6118° EXPOSURE
1E i/2' t-7172n►�-7=3/8,'� -7.'_ /2 7=,1/2 ;�..;1,,�,
Figure 5. Heritage@)Woodgate
6 Nail Pattern
12-1]2------- ►'j
ti i i ij
Common Bond
FASTENIE !
r i "
iw _ ii1
• 39<2 f
Figure S.. Heritage®,Heritage&Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT'
GINE
7;718" u.......
AlL
ZONE:.6 1I8;• ;;; BOND ON,.
""EZO`SURE:
'6-518'.''
ACCEPTABLE:-
STENER Rid'ATION
_-D:O:NOT-FASTEN:
ALON:G'EDGE.OF
"GOMWWIBOND-
PREF.-.ERRED
- :;FASTENER:
:LOGATI,ON
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4,and 6 may be placed in the nail zone as described above
TBP15001:2 FL18355-R2 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.
C jj TAMKO BUILDING PRODUCTS
j\ Asphalt Shingles
TECHNICAL SERVICES,LLC
.Heritage@ Premium Basic Wind Speed(Vat): Max. 194 mph
(Frederick) Basic Wind Speed(V�,,d): 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
construction.
Deck(Non-HVHZ): in accordance with FBC requirements;
Solidly sheathed min. 15132,in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater,than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer''§ published installation. instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
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
Patternor"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
51/2" IXPOSURE 5"
1"-►� --- 11"-►�-- 12 IV-1111 k-1"
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
T51/2" S E 5"
Epol
_L_ 11 V El
I H I`gih� 9"—+3+91/ IL-1"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 6 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.
TAMKO BUIL
C � jj DING PRODUCTS
j1 Asphalli,Sh Ing les
TECHNICAL SERY.ICEs,LLC
Heritage@ Woodgate Basic Wind Speed.(V;it); Max.194,mph,
(Frederick) Basic.Wind Speed(V ): Max.150 mph
Deck(Non-HUHZ): In accordance with,FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.089 existing construction.
Underlayment: In accordance with FBG requirements.
Min.slope: '2:12 and:in I accordance with FBG requirements. Refer.to.
the manufactu,re"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 markifactUrer's published installation
'instructions. Shingles-shall'be attached'using either'44 Nail
;Pattem"or 6 Nail Pattern detailed below.,
NAIL ZONE/
FASTENERSWT
COMMON BOND
5.1/2 EXPOSURE V
11 -.►�-12-3I8"4-- 11" —i� �11-1°
Flgure.10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
COMMON BOND
FASTENERS .
KT
EXPOSURE 7
Figure 11. Heritage@ Woodgate(Frederick)
6 Mail Pattern
TBP15001.2 FL18355=R2 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,LLQ of any product changes or qualityassurance changes throughout the duration for which this report is valid.
This evaluation reportdoes not express nor imply warranty,installation,recommended use,or Other produc t attributes that are not
specifically addressed herein.
CRK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL•SERYICEs,LLC
HeritagdO Vintage® Basic Wind Speed(V't): Max. 194 mph
(Phillipsburg) Basic Wind-Speed(V�od): Max.150 mph
Deck(HVHZ) In accordance with FBCrequirements;
Solidly sheathed min. 19732 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ):. 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.
Underlayment: In.accordance with FBC requirement's.
Min.slope: 2:1.2 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 2-1: 12.
Installation(HVHZ): installed with 5 in.'exposure,in accordance.with RAS 115
and manufacturer's published installation instructions.
'Shingles shall be attached using "6 Nail Pattern" detailed
below..
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"5 Nail
Pattern"or T'Nail Pattern"detailed below:
V
r u¢muK &postue
°d Dboch
S, Faswners Phfl
ore
t�trY
S"
Exposure
4-lAt'—►{�¢V4'
1/ •1 `
Figure 12. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
Nmd1
Fastex1: - N
Zone
varr
s
x �are
t�re---+{ � �,�'•—aim
Figure 13. Heritage®Vintage'
6 Nail Pattern
TBP15001:2 FL18355-R2 Page 8 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.
CREEK T;aMKO BUILDING-PRODUCTS
Asphalt"Shingles
TECHNICALSERVICES,LLC
Hip&Ridge Basic Wind Speed(V„it): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Vwd): Max.150 mph
Deck(HVHZ): In-accordance with,FBC requirements;.
Solidly sheathed,min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
:Solidly sheathed min. 15132 in. plywood-Or wood plank for'
new.construction;Min.7/16,in.OSB_existing construction.
Und"erlayment: In.accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 'inch exposure in accordance with the
FBO and manufacturer's published lnstallatlon'instructions
The direction of the exposed end shall be away from ;the
prevailing wind.
Direction prevalling wind
art 5i 1/8" exposure
/FI
111
Start
Figure 1 here 5-1/8"exposure
MIN
c,.
Fastener Fastener rl��,,.
Figure 2 �1�4r, Figure 3
Figure 14. Hip&Ridge(Frederick.&Joplin)
TBP15001.2 FL18355-R2 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.
TAMKO BUIL
G D DING PRODUCTS
j'Z K Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vat): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vsd): Max. 150 mph
Deck(HVHZ)`. In-accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Sglidly sheathed Min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:1.2 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FB.0
and' m'anufacturer's published installation instructions. The
directin of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5" exposure
here
1 II
Start
here —
Figure 1 exposure
1"
y,, 1,. 5 _
I Fastener Fastener
r �5-1/2"
Figure 2 1/4 Figure 3
Figure 15. Vintage®Hip&Ridge (Phillipsburg)
T131315001.2 FL18355-112 Page 10 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 otherproduct attributes that are not
specifically addressed herein.
CREEK
TAMKO BUILDING PRODUCTS
Asphait Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) .Fire Classification is not within the scope of this evaluation.
2) 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 FRC requirements.
3) The mean.roof height shall be.restricted'to a maximum 33 ft in the HVHZ.
4) Classification.to ASTM D 7158 applies to exposure B&C with-a building mean roof height of 33-ft or less.
5) 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 underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation 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.
8) All products listed:in this report shall be manufactured under a;quality assurance program iri compliance with
Rule 6.1G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5h Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
%�� q, 2015.12.14
G E 111 SF •�cSj!,, , , __�
No 74021 13:44:19
Tf -- =05'00'
STATE OF
���T'•.'c P:'��:� Zachary R:Priest,P.E.
� •'•C?N��� Florida Registration.No.74021
Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
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,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
TBP15001.2 FL18355-R2 Page 11 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 atttibutes that are not
specifically addressed herein.