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--- = JAN 7 ;X20
FL# FL18355-114
Application Type Revision ST, Lblgl C-Owflkyt Mirmlilling
Code Version 2017
Application Status Approved
Comments
Archived ),
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kem_eden@tamko.com
Authorized Signature Kerri Eden
kerci_eden@tamko.com �o
Technical Representative Kerri Eden
Address/Phone/Email PO Box 140
Joplin,MO 648024802
(417)624-6644 Ext 2305
kerri_eden@tamko.com ®®� ®�i ��
Quality Assurance Representative 9�o�� o ■
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professlonal Engineer
d J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R.Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
+✓ Validation Checklist-Hardcopy Received
Certificate of Independence FL18355-R4 COI TBP15001 4 2017 FBC Eval Report Sin les fina.per
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 Eguiv UL letter for standards for FBC 2017 odf
hfps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2XugwuWmY6PQIJ[ukQ%3d%3d 1/2
Certificate of Authorization No.29824
17520 Edinburgh Dr
Tarn 0p ,
a FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6s"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2097
220 West 0 Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1,1507.2.5, 1507.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity .Reb"ort No. Standard Year
PRI Construction Materials Technologies(TST5878) 'TAP=043=02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02.01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 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 Technologies(TST5878) TAP-131-02-M TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 1INK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24651 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 _ FL18355-R4 Pagel of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3.-The manufacturer shell 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 BUILDING PRODUCTS
G RE��K Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-114"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides witFi asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass=Seal 12-114"x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fibergless.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& 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
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) 1
Heritage®Premium 13-114" 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)
Heritages 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® 17-112"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 3462.
Heritage®Woodgate 13-114" 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 12-114" 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 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 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
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 BUILDING PRODUCTS
CREEK, Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(Vint): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(V.,d): Max. 150 mph
Tuscaloosa) Dock(HVHZ): In accordance with FBC'requirements;
& Solidly sheathed min. 19/32 in- plywood or wood plank for
Glass-Seal new construction; Min. 15132 in. plywood existing
(Frederick,,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance With FBC requirements;
Solidly sheathed min. 16/32 In. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 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 5-1/8 inch exposure in accordance with RAS
115 and manufacturers published Installation instructions.
Shingles shall be attached 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"or"6 Nail Pattern"detailed below.
NAILS
I,, N
-7ff
NailingP776
AM
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
N
V-
X6
67-718H
...........
Nalling- --- , -- . ---
L----- ...... —X......
AM
Buft Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation-report is provided for State of Florida product approval under Rule 61020-37. 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.
DING PRODUCTS
1, CREEK, TAMKO BUILAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®: Basic Wind Speed(Vwt): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vad): 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. 16/32 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.7116 in.OSB existing construction.
(Dallas Frederick) Undedayment: 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 manufacturers published installation instructions.
Shingles shall be attached using '16 Nall Pattern' detailed
below.
Installation (Non-HVHZ): Installed with 5-518 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using efther"4 Nall
Pattern"or 1'6 Nail Pattern"detailed below.
NAIL ZONE
FASTENERS
COMMON
BOND
7
,EXPOSURE 6-6/8"
12-112",—+, --- 12-31811 12-1/2-1�:
Figure 3. Heritage@,Heritage®Premium,and HerltageO Woodgate(Dallas)
4 Nall Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
BOND
T t
SURE 5-6/8"
.-7-'i12"*1
Figure 4. Heritage®&Heritage®Premium
6 Nall Pattern
TB 15001.4 -FL18355-R4- Page 4 of 11
This evaluation repoff is provided for State of Florida product approval under"Rule 61 G20-3. The 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
- -.-. .— Nq'IL-20NEI
ASfENERE - CONfIMON BOND'`
y
r ,
Figure"5. Heritage®Woodgate
6 Nail Pattern
►I1"11°+ 12-1/2° 0�
-FASTENERS,.- ' I ® common Bond
8o w• i
r,
t[1 x
Lu
Figure 6. Heritage®, Heritage®Premium, $Heritage®Woodgate
Alternate 6 Nail Pattern
PANT
LINE -
7=718"
- _
IL-ZONE
EDGE'OF.
COMMON
BOND
EXPOSURE
5=518"
- ,,-.AG0EWT BLE
- ' FASTENER 1OCATION
DO NOT FASTEN
ALONG,*.EDC�E OF
----- - = COMMON`BOND
- - f
_ PREFERRED
_ FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nall patterns from Figures 3,4, and 6 may be placed in the nall zone as described above
TBP15001.4 __ -_ FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The rdanufacturer.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 BUILDING DING PRODUCTSAsphalt Shingles
1*bHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(Vu,t): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max.150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 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.7116 in.OSB existing construction.
Undeflayrment: 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'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'4 Nail
Pattern"or"6 Nail Pattern'detailed below.
NAIL ZONE/
-FASTENEW.. COMMON BOND
5
EXPOSURE.
11-t 12 11 11,11
Figu're 8. Heritage®Premium(Frederick)
4 Nail Pattem (non-HVHZ only)
NAIL ZONE/
FASTENER COMMON GOND
.........
T_
WHYEkRbSE 5"
Figure 9. Heritage@ Premium(Frederick)
6 Nail Pattern
,TBP15001.4 F1.18355-114 Page 6of11
This evaluation report is provided for State of Florida product approval under Rule 61 G20'=3_-Tffe 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 BUILDING DING PRODUCTS: Asphalt Shingles
TEmiNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(V„u): Max. 194 mph
(Frederick) Basic Wind Speed(Vaid): Max.150 mph
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. 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.
NAIL ZONE!
COMMON BOND
FASTENERS:
It 7
JIMA--
EXPOSURE Y
12
Figure,10. HeritageO Woodgate(Frederick)
4 Nail Pattern(non.HVHZ only)
NAIL ZONE/
COMMON BOND
FASTENERS""
7 -7
-EXPOSURE 5"
4.9-im
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
,T,BR11001.4 FL18355-R4 Page 7 of 11.
'This evaluation report is provided for State of Florida product approval under Rule'61G20-3. The manufactur6r 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 BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V w): 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. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Undedayment: 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'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"6 Nail Pattern"detailed below.
Y Lgmvt
--- ----- ---::___--_-- ----- - -->-.awe-��
6cpowre
— — — —.,— =- _':♦ — — one
1 J-1f2''
�-97V 4'-=-1'�-41M: -
tl '
Figure 12. Heritage®Vintage®
5 Nail Pattern(non-HVHZ only)
toR
NO
17-1J2'.
I
eipccuro'
• air��'� Nt�ik' t-�rs '
Figure 13. Heritage®Vintage®
6 Nall Pattern
TBP_15001.4 FL18355-R4 _ 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TF-CHINIMAL SERVICES,I-I-C
Hip&Ridge Basic Wind Speed(Vwt): Max. 194 mph
(Frederick&Joplin) 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
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.0813 existing construction.
Undeflayment: 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 manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-118" exposure
here-- -
Start
Figure 1 here"--_ exposure
of lot
vjA
N.
Ristener Fastener
of
Figure 2 Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
:CBP-15001.4 -FL1l8355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval underRule61'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 BUILDING PRODUCTS
ICREE'K Asphalt Shingles
TECHNICAL,SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vg): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V6,i): 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. 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: 2:12 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 prevailing wind
Start 5"exposure
nem ,
, -�-
start-
here, 7.
Figure 1 exposure
_ 1P11..
+ Fastener 11 Fastener
`5-1/2n �5-1/2��
Figure 2
g IN, Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 of 11.
This evaluation report is provided for State of Florida product approval under RU-10 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.
TAIVIKO BUILDING PRODUCTS
CR,FES,K- Asphalt 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 FBC 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 6t)ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. AJI 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 in compliance with
Rule 61G20-3.
�COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building
Code,61h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
%%J111111181111
R.
0 VICN
2017.09.25
N 02
40 1 11 :31 :41
04'00'
13 STATE OF
A-
'
Zachary R.Priest P.E.
V N 40-Z
Florida Registration No.74021
Organization No.ANE 11669
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
pioduct.
END OF REPORT
TBP15001.4FL1 8355-R4 Page 11 of 11
This evaluation report is provided for State.of Florida product approval under Rule 61 G20:3. T66 ffianufacturer 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.