HomeMy WebLinkAboutREVISION":vA i-ev-3
OFFICE USE ONLY: 00 i jGANNED
DATE FILED: CD`1 D Ray � Ely PERMIT #
REVISION FEE: 5 ' 6 �`l����e����el�
RECEIPT #
LOCATION/SITE
ADDRESS:
Ilg3 NGf
PLANNING & D
BUILDING & CC
t
APPLICA'
PI
ELOPMENT SERVICES
REGULATION DIVISION
0 VIRGINIA AVENUE
PIERCE, FL 34982.5652 r
(772) 462.1553 I
FOR BUILDING PERMIT REVIS
6T INFORMATION
RECEIVED
JUN 04 2018
ST. Lucie
DETAILED DESCRIPTION OF PROJECT]
REVISIONS: ! Imo^
1 0q 4ndlc.-+-1 an�tCeS .
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: U
BUSINESS NAME: To-bl 12
QUALIFIERS NAME: �a
ADDRESS: Z C> 1 -
CITY: S4-uayl-
PHONE (DAYTIME):
STATE: I F L-
,& -% 22 - g oso
OWNER/BUILDER INFORMATION:
NAME: 1OL" jZos S
ADDRESS:_ \ l q '3 N Ci'i4�S B 1 ve
CITY: jrva eel STATE:_
PHONE (DAYTIME:
I
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
'ATE:
ST. LUCIE CO CERT.
rIM c e—
ZIP:
FAX: `l`77 -9--72 -8-0 33
L- ZIP: �?Aq_Qti
FAX: -1, 'l
FAX: _
I
ZIP:
Revised 06130117 REVIS'10N FILE
Cue"Y
:- F 6d
CREEI
TECHNICAL SERVI
EVALUATION REPORT
DIVE® Cer ificate of Authorization No. 29824
17520 Edinburgh Dr
! SUN 0 4 2018 Tampa, Fl- 33647
i� LLC (813) 480-3421
ST 1 Lucie County, Permitting
I FLORIDA BUILDING CODE, 6' EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS
Issued September25, 2017
220 West 0 Street
1863 -C716
Joplin, MO 64801
ST. LUCIE COUNTY BUILD _ O SION
(417) 624-6644
REVIEWED FOR COIN P �'
REVrE WED BY
Manufacturing Plants: Joplin, MO
DATE
Phillipsburg, KS
PLANS AND PERMIT MUST BE KEPT ON JOB
Frederick, MD9PAWMENTS
Dallas, TX -
Tuscaloosa, AL I
ARE THE RESPONSIBILITY OF THE
Quality Assurance: UL LLC (QUA9625)
CONTRACTOR OF RECORD
SCOPE
THESE PLANS AWJ1LPP=SED WORK
ARE SUBJECT TO ANY CORRECTIONS
Category:
Subcategory:
Roofing I
Asphalt Shingles
REQUIRED BY FIELD INSPECTORS THAT
Code Sections:
1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
MAY BE NECESSARY IN ORDER TO
Properties:
Physical properties, Wind Resistance, Wind Driven Rain
COMPLYWITH ALL APPLICABLE CODES.
REFERENCES
Entity I
Report 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 (TST54M)
TAP-131-02-01
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 (TST�878)
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)
1OCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
1 OCA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
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 Page 1 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 uct ut ^' t
specifically addressed herein.
if"'
r
� CREEK
� � � � TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
r
Elite Glass -Seal® 12-1/4" 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 with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal 12-1/4 x 36 , AS T/M 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/ omplying with ASTM D 3462.
Glass -Seal 12-1/4" x 36", ASTM 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 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)
Heritage® Premium 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
Phillipsburg & complyi?Ig 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 3462.
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.
l
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.
I
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 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.
i
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal® Basic Wind Speed (V„it)i Max. 194 mph
(Frederick, Joplin & Basic Wind Speed (Vasd): Max. 150 mph
Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass -Seal new construction; Min. 15/32 in, plywood existing
(Frederick, Joplin (Non- construction.
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 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
I 115 and- manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
i below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
i requirements and manufacturer's published installation
J instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAILS
1tt
1"
Nailing --T'-Tl I
-------------------- ---- -I { -''------------------ 6-7/8"
------------ I .........
Area
IButt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Nailing_ . ----=---------------...... i................. - ..... � ----)----------- - 6-7811
Area-----------------........ ------------------------------------------------- ----- --
5-1/8"
Butt Edge .
Figure 2. Elite Glass -Seal & Glass -Seal
1 6 Nail Pattern
TBP15001.4
This evaluation report is provided
Technical Services, LLC of any pi
This evaluation report does not e
specifically addressed herein.
FL18355-R4 Page 3 of 11
State of Florida product approval under"Rule 61 G20-3. The manufacturer shall notify CREEK
act changes or quality assurance changes throughout the duration for which this report is valid.
:ss nor imply warranty, installation, recommended use, or other product attributes that are not
0A
CREEK
TECHNICAL SERVICES, LLC
Heritage®
Basic Wind Speed (V„it):
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasd):
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
Heritage® Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
6-118"1
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 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.
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 6-6/8"
� I I 1 I l l l ( I I
11�- 12-112" 12-31811 - 12-1121"- �--1"
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
IE 5-5/8"
i'=-►I �7-1/2'�t- 7-1/2"-►�1- 7-3/8"-�-';7-1 /2"�7-112"-►� �f-1"
Figure 4. Heritage® & H'eritage@) Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
WOND,,
", 7��JbkU
F,
" 7" *' .12
Figure 5. Heritage® Woodgate
6 Nail lPattern
12-1/2"
12-1/2"
FASTENERS
Common Bond,
C')
t
"o
CO
4' ul
fb
Figure 6.
Heritage®, Heritage® Premium,& Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
---- — --- ----------- ------
---
N
:6 111.",;
COMMON'
SJON U`,'
EXPOSURE;
FASTENER ' -LOCATION -
; D0.NOT FASTEN -
ALMN 'EDMOF
7'
'COMMON".90NO',
PREFERRED
FASTENER'.
L:OCATIN
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
TBP15001.4
FI-18355-R4
Page 5 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 REEjj TAMKO BUILDING PRODUCTS
[� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (V„ic): Max. 194 mph
(Frederick) Basic Wind Speed (Vasa): 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):
,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:
I'n accordance with FBC requirements.
Min. slope:
Z:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
singles at slopes greater than 21:12. .
Installation (HVHZ):
Installedwith 5 in. exposure in accordance with RAS 115
ar�d manufacturer's published installation instructions.
Sfingles shall be attached using "6 Nail Pattern" detailed
Installation (Non-HVHZ):
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.
NAIL ZONE/
COMMON BOND
51�I rPOSIJ11E 5If
11rr--►� 12" 111��� �1
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EXPOSURE 5"
I
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern '
TBP15001.4 FL18355-R4 Page 6 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.
1 J
CREEK
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (V„it):
(Frederick) Basic Wind Speed (Vasd):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (Non-HVHZ)
FASTENERS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
vew 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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or T Nail Pattern" detailed below.
IT
EXPOSURE Y
1 11
11"-�►�---12-3/8"
Figure 10. Heritage® Wobdgate (Frederick)
4 Nail Pattern (non"',HVHZ only)
R3
1"-- � 9-1/2"-4w'444-9,U"+3'+►r- 9-1/2" -� �1"
Figure 11. Heritage® Wood I ate (Frederick)
6 Nail Pattern',
IL ZONE/
MMON BOND
IL ZON FJ
MMON BOND
TBP15001.4 FL18355-R4 Page 7 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.
i
• ICI
ING PRODUCTS
JCREEK
TAMKO BUIL Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Vintage@ Basic Wind Speed (Vint): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): 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
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ): I
Installation (Non-HVHZ): I
T7 4a'—
fit, Fa-_Wnes
accordance with FBC requirements;
Adly sheathed min. 15/32 in. plywood or wood plank for
:w construction; Min. 7/16 in. OSB existing construction.
accordance with FBC requirements.
12 and in accordance with FBC requirements. Refer to
e manufacturer's application instructions when installing
singles at slopes greater than 21:12.
stalled with 5 in. exposure in accordance with RAS 115
,id manufacturer's published installation instructions.
,,in' les shall be attached using "6 Nail Pattern" detailed
'low.
'taied with 5 in. exposure in accordance with FBC
quirements and manufacturer's published installation
structions. Shingles shall be attached using either "5 Nail
astern" or "6 Nail Pattern" detailed below.
17•ll2"
i
I 5
Exposure
¢tu atxi s-tro—+—¢tro +
•v � -t ,
�+—t a�na• —�{ �+—ta�na•—�{
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
T
fe
TBP15001.4
&posure
• nbtoh
i
4 Expasum
'lip■ � /Notdt
wrns.
Figure 13. Heritage® Vintage®
6 Nail Pattern
FL18355-R4
This evaluation report is provided for State of Florida product approval under F
Technical Services, LLC of any product changes or quality assurance changes
This evaluation report does not express nor imply warranty, installation, recorr
specifically addressed herein.
17.1/Y
Page 8of11
61 G20-3. The manufacturer shall notify CREEK
iughout the duration for which this report is valid.
ided use, or other product attributes that are not
ACREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V„ic):
(Frederick & Joplin) Basic Wind Speed (Vasd)
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation:
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
ew 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 of prevailing wind
posure
Figure 1 ""`—5-1/8" exposure
Faste
Fastener
.5M91
Figure 2 �� Figure 3
IN
Figure 14. , Hip & Ridge (Frederick & Joplin)
TBP15001.4 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage@ Hip & Ridge Basic Wind Speed (V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ): i In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
Inew 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
ew 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
aIpd manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
orevailino wind.
Direction of prevailing
Start
here-,
55' exposure
a exPUUUrG
Figure 1
1 "
- ,
Fastener ICI 5 Fastel
r
5-1/2
„ 1-1/2" Figure 2 1/411 Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4 FL18355-R4 1. 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 hot express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
G R K TAMKO BUILDING PRODUCTS
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 60-ft or less.
5) Deck substrates shall be clean, dry, and free rom 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 manufacturers
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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
'R►p����,
�•` . RAF''• '
`�. Q �•.��GEIVS� , 0
No 74021
'0 • ! CC
:?3 '.• STATE OF : 14/�
44/
A1-
CERTIFICATION OF INDEPENDENCE
2017.09.25
,.�..-04'00'
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, 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
TBP15001.4 FL18355-144 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 attributes that are not
specifically addressed herein.