HomeMy WebLinkAboutEVALUATION REPORT - ASPHALT SHINGLESCREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
...a TECHNICAL+ SERVICES, LLB
(813) 4$0-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, 6T" EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS
Issued September25, 2017
220 West e Street
Joplin, MO 64801
(417) 624-6644
I
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
SCANNED
Frederick, MD
BY
j Dallas, TX
Tuscaloosa, AL
St Lucie COUnty
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
i
REFERENCES
Entity
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 1.00
1995
PRI Construction Materials Technologies (TST5878)
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 (TST5878)
TAP-307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-314-02-01 Rev 2
TAS 100
1995
Construction Materials Technologies (TST5878)
TAP-315-02-01
ASTM D 6381
2008(2013)e1
PRI
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
04NK24366
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628)
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
ASTM D 3462
2016-
2010A
UL LLC (TST9628)
OBCA59132
09NK07896
ASTM D 3161
ASTM D 3161
2016
2016
UL LLC (TST9628)
ASTM D 3462
2010A
UL LLC (TST9628)
10CA60498
10CA64882
ASTM D 3462
ASTM D 3161
2010A
2016
UL LLC (TST9628)
UL LLC (TST9628)
11 NK14014
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
ASTM D 161
ASTM D 3161
3
2011
2016
,
P.STM 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 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
eCREEK Asphalt Shingles
TECHNICAL NICAL § VICE , LLC
j
PRODUCT DESCRIPTION
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", 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, 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
(lDallas,;Frederick,,. reinforced, laminated architectural asphalt shingle surfaced with mineral granules
'ibolin, Pbillipsburg & 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 & 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 witli 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 witii mineral .granules complying with
ASTM0 3462,
Heritage@ Woodgate 13-14x 39-3/8", ASTM D 3161, Class F and �tSTM D 7158, Class H fiberglass
(Dallas & Frederick) reinforced, laminated architectural asphalt shingl6. surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate 12" x 36-38", ASTM D 3151, 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 12-1/41' 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 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any producf 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.
r
s
CREEKAsphalt
TAMKO BUILDING PRODUCTS
Shingles
TECHNICAL SERVICES,
L,L.C.
INSTALLATION
I
Elite Glass -Seal®
Basic Wind Speed (VU,t):.
Max. 194 mph
(Frederick, Joplin &
Tuscaloosa)
Basic Wind Speed (Vasd):
Deck (HVHZ):
Max. 150 mph
In accordance with fBCrequirements;
&
Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass -Seal
new construction; Min. 15/32 in. plywood existing
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Undedayment:
Min. slope:
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.
Installation (HVHZ):
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published 'installation instructions.
Shingles shall be attached using "B Nail Pattern" detailed
Installation (Non-HVHZ):
below.
Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern' or "ii Nail Pattern" detailed below.
70
Bud Edge
Figure 1. Elite Glass -Seal &'Glass -Seal .
4 Nail Pattern (Non-HVHZ only)
NAILS
-7JS°
Bud -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 611320--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
TECF- NJCAL SERVICES, LLC
Heritage®
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
&
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage® Woodgate
(Dallas & Frederick)
A
Basic Wind Speed (Wit):
Basic Wind Speed (Veld)
Deck (HVHZ):
i
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ):
TAMKO BUILDING PROIJ06"fS
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. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132in. 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 5-5l8 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 zoN E
coMMON
vr_
BOND
5(POSU RE S-618',
1 0 12-11:211 —►�4--12- `I8" —��— 12-1121L- —1 n
Figure 3. Heritage@, Heritage® Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
IE S-5/W
1"—-1-112=# 0--f/2"'- 6- 7-318"-�j'i-7-1J2"- -7-if2°"!�j jt--1"
F1!gure 4. Heritage®& Heritage@) Premium
6 Nail Pattern
TBP15001.4 FL18355-134 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 isle, or other product attributes that are not
specifically addressed herein.
k
TAMKO BUILDING PRODUCTS
Asphalt Shingles
E•�
1CREEK
TECHNICAL. SERVICES, LLC
Figure 5. Heritage® Woodgate
o [mai, Pattern
12.112"-- T11-14-
common Bond
--2--FASTENERS-1---
Figure 6. Heritage®, Heritage® Premium, & Heritage(D Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
--------- INAI L ZO N E
EDGE OF
COMMON
BOND
EXPOSURE
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONGEDGE OF
COMMON BOND
AM
PREFERRED
FASTENER
LOCATION
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 FL18355-R4 Page 5of 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. V
,^ TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TEC'N MICAL SERVICES. L,LC
Heritage® Premium Basic Wind Speed (V it): Max. 194 mph
(Frederick) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
M'I15l32 in I ood existing
new construction,
construction.
Deck (Non-HVHZ):
in accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7l16 in. OSB existing construction.
Underiayment:
In accordance with FBC. requirements.
Min. sidpe:
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.
1ilt
NAIL ZONE/
_....1=ASTFNERS t,- /COMMON BOND
�-- 92" --► - �--v
Ire, 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
FASTENERS
511
NAIL ZONE1
COMMON BOND
r
51/2u E S'
I
91 f21� `may
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
I'
TBP15001.4 FL1.8355-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.
'?i
FAi-CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TF—CHNICAL SlrRmEs, L:LC
Heritage® Woodgate Basic Wind Speed (Wit):
Max. 194 mph
(Frederick) Basic Wind Speed (Vasd):
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. 7M6 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/
®.,,..pe.�..,.. /COMMON BOND
T
5-112" EXPOSURE .T
1' �+— 11 °'--►�--12-31W' 11"
Figure 1O. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
V
BONG
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
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.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERviCES, L ILC
j Heritage@ Vintage® Basic Wind Speed (Vuit): Max. 194 mph
(Phillipsburg) 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
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.
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'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 Patter" detailed below.
I
I
4d' ti
i Aplmt §� Exposure
$
Ix
Fwmngs h6 iI
om
+ ata•t-s�a--gt�a•—a�a--oara• ava• t +'.
Figure 12., Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
Figure 13. HeritageO Vintage®
6 Nail Pattern
TBP15001 A FL18355-R4 Page 8 of 11
This evaluation report is provided for -State of Florida product approval under Rule W1 G2i.-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughow 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.
F
i£CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Z
;.. TFIC iiNICAL SF—Rv€cF-Sx
i..f..0
Hip & Ridge
Basic Wind Speed (Vuit):
Max. 194 mph
(Frederick & Joplin)
Basic Wind Speed (Vard):
Deck (HVHZ):
Max. 150 mph
in accordance with FBC requirements;
Solidly :sheathed min. 19132 in. plywood or wood plank for
new construction; Miri_ 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. 7116 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation:
Installed with 5-1/8 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.
Directrio�f prevailing (rid
Sri
Figure 1
wpaosure
i
Fastener
Fastener
Figure 2 figure 3
I
Figure 14. Hip & FUdge (Frederick & Joplin)
TBP15001.4 FL18355-R4 Page 9 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 we, or other product attributes that are not
specifically addressed herein.
p
CREEK
TECHNICAL SERVICES, L.L.0
Vintage® Hip & Ridge Basic Wind Speed (Wit):
(Phillipsburg) 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. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBCrequirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC "requirements.
2:12 and in accordance:vrith FBC requirements.
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
:J" exposure
Figure 1
'Fastener
uposure
Figure z rigur" 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 Rule 61G203. 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
5 ,
TECHTttCA•L SERVICES, L.LC
LIMITATIONS
I
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 71. tS 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 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 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, dh Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
2017.09.25
ENS�
No 74021 P
-._-.11:31.41
r • X �L -0 Y t V 0I
:-33 STATE OF .' �!
00.
P Zachary R. Priest, P.E.
R �`'•� �e Florida Registration No. 74021
0 N A � ��� Organization No. ANE11669
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.
i,
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-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G200. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughouf the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended u.,e, or other product attributes that are not
specifically addressed herein.