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FL18355-R4
Revision
2017
Approved
F...
I J
TAMKO Building Products, Inc,
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 23051
kerri_eden@tamko.com
Kerri Eden
kerri—eden@tamko.com
Kerri Eden
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tarhko.com
RECEIVED
O C T 2l 9 "018
-�+ele GoUnt Permitting
Quality Assurance Representati e
Address/Phone/Email
Category
Roofing
Subcategory
Asphalt Shingles
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
•... Evaluation Report - I-1 rdcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
the Evaluation Report
Florida License
PE-74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By
Locke Bowden
Validation_ Checklist - Hardcopy Received
Certificate of independen e
Fl] 3 ;5 R4 C0I TI}P15G11A.2g17 f"BC 'oval Report 1;hinoles finai.odf
Referenced Standard and Year (of Standard)
standard Year
ASTM D.3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
! Equivalence of Product Standards
Certified By
Approved Testing Lab
;.;
FL18355 R4 F..tJ.� v L.tr�sr s"anclar for FB.C.,?Q„17•odf
Sections from the Cod
File copy
hops://www.floiidabuilding.o�g/car/px app_dtl.aspx?param=wGEVX�wt quvosrHazGXQ... 1/3/2418
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
09/25/2017
09/27/2017
10/08/2017
12/12/2017
Page 2 of 2
# Model, Nu ber or Name
Fi8
Description
355.1 Glass-Seal,lite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
I Heritage, Heritage Premium,
i Heritage`W6odgate, Heritage
I Vintage, Hl and Ridge, and
Vintage HI and Ridge Shingles
Limits of Use
Installation Instructions
FLI8355 R4 II TBP15001.4 2017 FBC Eva e or Shin Ws
Approved for use in HVHZ: Yes
fi�r.at..plif
Approved for use outside HVH : Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation 'report for I mits of use.
Evaluation Reports FBC Evai,Re rt
LL1 '3 5 R AE TE?P.1_i001.4?_91- F
Ckit,gi(N-Ll nat..Pdf'
Created by Independent Third Party: Yes
[tack Next
nt U :: 2601 Blair Stone Road Tallahassee FL 3Z399 hjone• 85"-487-,LK4
?he State of Florida is an AAJEEO e. player. Copyright 2907-2013 State of Florida, :: Privacy Stat men :: AMS'Jaity Statement :: Refund Statement
Under Florida law, email addresses a public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, c ntact the office by phone or by traditional mail. If you have any questions, please contact R50.487.1395.'4 Pursuant to
Section 455.275(1), Florida Statutes, efI Gve October 1, 2012,1 icensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one, The emalls provided ma- be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please(provide the Department with n email address
F 5 which can
d be made- available to the public. 7o determine iF you are a licensee under
apter
Product Approval Accepts:
MIT ~$ ,ca
Credit Card
Safe
llttps://www.floridabuilding-org/prlpr app_dti..aspx?param=wGEVX.QwtDquvosrHazGXQ... 1J3/2018
i
/ Certificate of Authorization No. 29824
17C520 Edinburgh Dr "'REEK' Tampa, FL 33647
a- p g� p is^ p r o� pa p-. ��++ LLC
/ (813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, e" EDITION (2097)
II
Manufacturer: TAMKO BUILDING
PRODUCTS
issued September25, 2017
220 West 4 Stre t
Joplin, MO 64801
(417)624=6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLCGfQUA9 25)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingi s
Code Sections: 1604.1.1, 1501.2.5,
1507.2.7.1, 1523.6.5.1,
Properties: Physical properties,
Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST 878)
TAP-043-02-01
TAS 100
T1,5 100
1995
1996
PRI Construction Materials Technologies (TST6878)
PRi Construction Materials Technologies (TS 5878)
TAP-051-02-01
TAP-054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TS 5878)
TAP-114 02 01
TAS 100
1995
1995
PRI Construction Materials Technologies; (TS 5878)
TAP-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TS 5878)
TAP-130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TS 5878)
TAP-131-02-01
TAS 100
1995
PRI Construction Materials Technologies (T 5878)
TAP-165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TqT5878)
TAP-280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-303-02-01
T. S 100
PRI Construction Materials Technologies (T T5878)
TAP-307-02-01
TAS 100
1995
1995
PRI Construction Materials Technologies (TPT5878)
TAP-314-02-01 Rev 2
TAB 100
M: TM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP-315-02-01
1995
PRI Construction Materials Technologies (T T5878)
TAP-317-02-01
T.i.S 100
F� TM D 3161
2016
UL LLC (TST9628)
UL LLC (TST9628)
02NK9507
04NK24366
A lTM D 3462
2010A
UL LLC (TST9628)
05NK28006
Af;TM D 6381
2008(2013)e1
U!. 2390
Is, -)TM D 7158
2011
UL LLC (TST9628)
06NK03698
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628)
OBCA59132
09NK07896
ASTM D 3161
F:STM D 3161
2016
2016
UL LLC (TST9628)
ASTM D 3462
201 OA
UL LLC (TST9628)
10CA50498
10CA64882
ASTM D 3462
ASTM D 3161
201 OA
2016
UL LLC (T.ST9628)
UL LLC (TST9628)
11NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
4786110543
/ASTM D 3161
ASTM D 6381
2016
2008(2013)e1
UL LLC (TST9628)
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
58
ASTM DSTM D 33116611
,i
2011
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE 1669)
TBP15001.3
Calculations
2017
TBP15001.4 FL18355-R4 I. Page 1 of 11
is for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
This evaluation report provided
Technical Services, LLC of any produt changes or
quality assurance changes throughout
the duration for which
this report is valid.
This evaluation report does not expr ss nor imply warranty, installation, recommended i:se, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite GlassSeal® 12-1/4" x 36", AS M D 3161, Class F and ASTM U 7158, Class H self-sealing, 3-tab
(Frederick, Joplin & asphalt shingle wi h fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules omplying with ASTM D 3462.
Glass -Seal 12-1/4",x 36", A M D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick & asphalt shingle . th fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules, complying with ASTM D 3462.
Glass -Seal 12-114" x.36", A.4TM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on Both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3402. Shingles shall be used in the non-HVHZ only.
ry. Heritage® 13-1/4" x 39-3/ ", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
,(aafras,-Frederick,, reinforced, lam�nated it
asphalt shingle surfaced with mineral granules
Jopiin;Piiitlfpsburgx& complying with ASTM D 3462.
`.: Tuscafcrosa} I
Heritage® Premium
13-1/4" x 3948", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingly: 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 are itectural asphalt shingle surfaced with mineral granules complying with
ASTM D 346 .
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 wkh mineral granules complying with
.
ASTM 'D 346[3/8",
Heritage® Woodgate
13-1/4,; x 3 ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas & Frederick)
reinforced, aminated architectural asphalt shingle surfaced with mineral granules
complying ith ASTM D 3462.
Heritage® Woodgate
12" x 36-3/�% ASTM D 3161, Class F fiberglass.'.!reinfarced, laminated architectural
asphalt shi gle surfaced with mineral granules complying with ASTM D 3462. Shingles
(Frederick)
shall be used in the non-HVHZ only.
Hip and Ridge Shingles
12-1/4" x �2", ASTM D 3161, Class F fiberglass` reinforced, hip and ridge asphalt
(Frederick & Joplin)
shingle surfaced with mineral granules complying vr;;h ASTM D 3462.
Vintage® Hip and Ridge
12" x 12", ASTM .D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg)
surfaced 7ith mineral granules complying with ASTM D 3462.
TBP15001A I FL18355-R4 Page 2 of 11
This evaluation report is provided for Staub of Flo rfda product approval under Rule 61 G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product, changes or quality assurance changes throughout" ,he duration for which this report is valid.
This evaluation report does not express i or imply warranty, installation, recommended u:e, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERvicES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed Kit):
(Frederick, Joplin &
Basic Wind Spee i (Vasa):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (H HZ):
Installation ( on-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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 appilcation instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-118 inch'exposure in accordance with RAS
115 and manufacturer'; published installation instructions.
Shingles shall be attac.-led using "6 Nail Pattern" detailed
below.
Installed with 5-1/8-inch, exposure in accordance with FBC
requirements and ma ufacturees published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Mailing w:::::::::::::::::.::::::::..::::::......:::::: ... .....
Area ^� 5-1t811
Area
`EW Fi1ge
FJgure 9. Elite Glass -Seal & Glass -Seal -_
1 4 Nail Pattern (Non-HVHZ only)
NAILS
Butt; Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
C�IL�iI
5-1181,
TBP15001.4 I FL18355-R4 Page 3 of 11
This evaluation report is provided forlState of Florida product approval under Rule 61G20 3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes througho:, the duration for which this report is valid.
This evaluation report does not expr ss nor imply warranty, installation, recommended a e, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SEB VIcEs,
L.LC
Heritage®
Basic Wind Speed
(Dallas, Frederick, Joplin,
Basic Wind Speed
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ
Heritage® Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation
Installation
6-1f8"
TAMKO BUILDING PRODUCTS
i 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; Mih. 15/32 in, plywood existing
construction.
In accordance with FBC,iequirements;
Solidly sheathed min. 16132 in. plywood or wood plank for
new construction; Min. 7/16 in. 0S13 existing construction.
In accordance with FBGYequirements.
2:12 and in accordancd, 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 s iall be attached using either "4 Nail
Pattern" or "6 Nail Patte'ni" detailed below.
NAILZONE
COMMON
' BOND
XPOSURE 5-6ff
12-1 I2" 12-318"
Figure 3. Heritage®, eritageO Premium, and Heritage@,Woodgate (Dallas)
Nail Pattern (non-HVHZ only)
FASTENERS NAl1- ZONE
fr� a�-`�BOND �N
� BAND
6-1118" EXPOSURE 5-6V
1'� �r-i/^=�►�St--1/2"-� 7�18"-►�d-7-ii2"-►f e-7-112"i�{i �-''i'
Pi ure 4. Heritage® & Heritages Premium
6 Nail Pattern
Page 4 of 11
TBP15001.4 Ft 18355-R4
This evaluation report is provided foTSathe of Florida product approval under Rule 61 G20 '3. The manufacturer shall notify CREEK
Technical Services, LLC of any prodnges or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not expimply warranty; installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
TAMKO BUILDINGCREEK Asphalt Shingles
n., 'TF-CHNiCAL SERVICES. LLC
r'
Heritage® Woodgate Basic Wind Speed (V,,t)' Max. 194 mph '
(Frederick) Basic Wind Speed (Vold): Max. 150 mph
Deck (Non-HVHZ) In accordance with FBC'requirements;
Solidly sheathed min. 15132 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. 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
! I instructions. Shingles shall be attached using either "4 Nail
Pattern" or °6 Nail Pattem" detailed below.
NAIL ZONE{
/COMMON BOND
5-112° I EXPOSURE;5"
::i 2-3I8---r��- 11 -►I
Figure[19. Heritage® Woodgate (Frederick)
4 ail Pattern (non-HVHZ only)
x NAIL ZONE)
I /COMMON BOND
Fig
TBP15001.4
This evaluation report is provided for Sty
Technical Services, LLC of any product
This evaluation report does not express
specifically addressed herein.
a
t
EXPO RUBE 5"
=i
'>9.318"•-#�443'+#�H� g-'1t2" —it'� +.I� 41-1,
11. Heritage® Woodgate (Frederir:k)
6 Nail Pattern
FL18355-R4 Page 7 of 11
of Florida product approval under Rule 61 G2(, 3. The manufacturer shall notify CREEK
urges or quality assurance changes throughoi. t the duration for which this report is valid.
r imply warranty, installation, recommended we, or other product attributes that are not
-•t
uCREEK
is TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SEEtVICES, LLC
Heritage@ Vintage@ Basic Wind Speed (Vu ):
Max. 194 mph
(Phillipsburg) Basic Wind Speed {Vasa):
Max..150 mph
Deck ((,VHZ):
In,accordance with FBC'r,equirements;
Solidly sheathed min. 19?32 in. plywood or wood plank for
new construction; Mill. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ}:
In accordance with FBC requirements;
Solidly sheathed min. 1 h/32 in. plywood or wood plank for
new construction; Min.'/16 in. OSB existing construction.
Underiayment:
In accordance with F!36�equirements.
Min. slope:
2:12 and in accordance. with FBC requirements. Refer to
the manufacturer's. application instructions when installing
shingles at slopes greatar than 21:12.
Installation (H HZ):
Installed with 5 in. exp( Sure in accordance with 'RAS 115
and manufacturer's published installation instructions.
Shingles shall be attar ed using "6 Nail Pattern" detailed
below.
Installation { on-HVHZ):
Installed with 5 in, a:;posure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles , hall be attached using either "5 Nail
Pattern" or "6 Nall Pattern" detailed below.
r
4d
' I
Y ,,:fNml � E(rpSUIB
-g NfDTN Wtch
J
Pa—mnas (ail
fi
Figure 12. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
I 4°' Bp—
' f! otd
Factems
Tan
t71l2'
Figure 13. HeritageO Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 + Page 8 of 11
This evaluation report is provided for Stale 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 throughott'' the duration for which this report is valid.
This evaluation report does not expre§s nor imply warranty, installation, recommended :;;e, or other product attributes that are not
specifically addressed herein.
:t
:r
I,:
tea,CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip & Ridge
(Frederick & Joplin)
Basic Wind Spee Not):
Basic Wind Speed (Vase):
Max. 194 mph
Max. 150 mph
Deck (HVHZ):
in accordance with FBCaequirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Mii . 15/32 in. plywood existing
construction.
Deck (Non-HVH ):
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.
Installation:
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
4
prevailing wind.
Direction of pre tilling wind !'
t 5-1/5" a posure
n ;
n]
Start
Figure 1 here S-'11$" exposure
!I Y
TBP15001.4
This evaluation report is providE
Technical Services, LLC of any
This evaluation report does not
specifically, addressed herein.
f
�1 stener
Fastener�5„
Figure 2 I Figure 3
Figure 14. Hip & Ridge (Frederick & Joplin)
FL18355-R4
for State of Florida product approval under Rule
odu4t changes or quality assurance changes thr,
cpregs nor imply warranty, installation, recomme
i
Page 9 of 11
!0-3. The manufacturer shall notify CREEK
)&.. the duration for which this report is valid.
+;.se, or other product attributes that are not
c
,rrCREEK
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind S1
(Phillipsburg) Basic Wind SI
Deck (HVH2�:
Deck (Non-H\
I
Underlayment:
Min. slope:
Installation:
Direction of
Start 5„ e
rn1
TBP15001.4
This evaluation report is provide
Technical Services, LLC of any
This evaluation report does not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
i Asphalt Shingles
IA
(V„lt): Max. 194 mph
(Vasa): Max. 150 mph
In accordance with FBC; requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Mih. 15/32 in. plywood existing
construction.
): In accordance with FBC requirements;
Solidly sheathed min. 1.`/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 inch exl?asure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
:wailing wind
,sure
Figure 1
KPOSure
M
=' � 5-112"
1147
Figure Figure 3
Figure 15. Vintage® Hip & Ridge (Phillips e urg)
F
FL18355-R4 Page 10 of 11
i for �tate of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
iroduet changes or quality assurance changes throughot,+ the duration for which this, report is valid.
W,e s nor imply warranty, installation, recommended use, or other product attributes that are not
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
T5CEiNICAL SERVICES, LLC
UMiTATIONs
1) Fire Classification is rYot within the sco a of this evaluation.
2) The roof deck and the roof deck attacf ment shall be designed by others10 meet the minimum design loads
established .for components,and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.:.;
4) Classification to ASTNt D 7158 applieq to exposure B & C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, nd free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and c rrected prior to underlayment application,
6) Shingles shall be installed starting a the eave in horizontal layers such) that the laps shed water from the
deck.
7) Installation of the evaluated produ is shall comply with this report, :fhe FBC, and the manufacturer's
published application instructions. Where discrepancies exist-between'these sources, the more restrictive
and code compliant detail shall preva 1.
8) All products listed in this report shall a manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary . Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6't' Edition (2017) as evidenced in the eferenced documents submitted by the named manufacturer.
iR ra �I,
2017.09.25
�`��..;may. �,•���
No 740 , = 11:31:41
-0400'
• STATE OF 41j�
eC,�;'•.fi IV_ P,: ���: Zachary R. Priest, P.E.
r'i,FS;'? R ��.•'' A`` Florida Registration No. 74021
A' Organization No. ANE11669
CERTIFICATION OF INDEPENDENCE,
CREEK Technical Services, LLC does not h
products under this evaluation.
CREEK Technical. Services, LLC is not owni
a this evaluation.
Zachary R. Priest, P.E. does not have, nor
under this evaluation. ,
Zachary R. Priest, P.E. does not have, nor
product:
i
TBP15001.4
This evaluation report is provided for St;
Technical Services, LLC of any product
This evaluation report does not express
specifically addressed herein.
nor will it acquire, a financial interest in any company manufacturing or distributing
operated, or controlled by any company manufacturing or distributing products under
I acquire, a financial interest in any company manufacturing or distributing products
I acquire, a financial interest in any other entity involved in the approval process of the
t
a
END OF REPORT
FL18355-R4 Page 11 of 11
f Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
ages or quality assurance changes througho! f:the duration for which this report is valid.
imply warranty, installation, recommended d-e, or other product attributes that are not