HomeMy WebLinkAboutEVALUATION REPORT - ASPHALT SHINGLESCREEK.
TECHNICAL SERviCES, LLC"
EVALUATION REPORT
Manufacturer: TAMKO BUILDING PRODUCTS
220 West 411' Street
Joplin, MO 64801
(417) 624-6644
Manufacturing Plants: Joplin,;N10
Phillipsburg, KS
Frederick,_ MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Certificate c, _ 661thorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING_ CODE, 6T" EDITION (2017)
Category: Roofing
Subcategory: AsphaltShingles
Code Sections: 1504.1.1, 1507.2.5, 1.507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
Issued September. 25, 2017
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials. Technologies (TST5878)
TAP-043-02-01
TAS-100
1.995
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-131-02-01
TAS 100
1495
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)
TA-314-02-01 Rev 2
TAS 100 .
1995
PRI Construction (TST5878),
TAP-315-02-01
ASTM D 6381
2008(2013)e1
1995
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (TST9628)
04NK24366
051JK28006
ASTM D 3462
ASTM D 6381'
201OA
2008(2013)el
UL LLC (TST9628)
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03896
ASTM D 3.161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
08CA59132
ASTM D 316.1
2016
UL LLC (TST9628)
09NK07896:
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628)
JOCA50498
ASTM D 3462
2010A.
UL LLC (TST9628).
1 OCA64882
ASTM D 3161
2016
UL LLC (TST9628)
11NK14014
ASTM D3161
ASTM D 3462
2016
2010A
UL LLC (TST9628)
12CA24551
4786110543
ASTM D 3161
ASTM:D 6381,
2016
.2008(2013)el
UL LLC (TST9628)
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
.4787148748
ASTM D 7158
2011
ASTM D 3.161
2016
ASTM.D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
-rao-irnn1 d
FL18355-R4
Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G2073. 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, LLC
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
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
i„ Jopiin,�l�hillipshurgA&
. Tuscaibosa)?
Heritage@ Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick)
HeritageO Vintage@)
(Phillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Heritage@ Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage® Hip and Ridge
(Phillipsburg)
12-114" x 36", ASTM D 3161, Class F and ASTM D 7158,. Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
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.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced. with mineral granules
complying with ASTM D 3462.
13-114" x 39-3/8 ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36", ASTM D 3161, Class F and ASTM D 7158,' Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462:
17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
TBP15001A 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.
����iK' TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seat®
Basic Wind Speed (Vuit):
(Frederick, Joplin &
Basic Wind Speed (Vasa):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Nailing
Area
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_ 15132 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 2112.
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's 'published installation
instructions. Shingles shall be attached using either "4 Nail
Pattem".or"6 Nail Pattern" detailed below..
NAILS
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
70
5-118"
-718"
i-1/8"
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is -provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty; installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
, - -
TE'CHNICAL SERVICES,' —it
Heritage®
Basic Wind Speed (V„ii):
(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):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
i
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. 0813 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
116 and manufacturers. 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�f
NAIL ZON E
COMMON
BOND
EXPOSURE 6-6/8"
1 " �-- 12-1I2-1 -►h--12-3/8" -► - 12-112� h-V
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
I"
NAIL ZONE
COMMON
BOND
EXPOSURE 3-518"
7-172"-7-1/2�
Figure 4. Heritage@ & Heritage® Premium
6 Nail Pattern
�_1"
TBP15001.4 IFL18355-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 not imply warranty, installation, recommended use, or other product attributes that -are not
specifically addressed herein.
o
TEdHNIcAL SERVICES] LL:C
6-
+7-3/E+-1/2+412M�.
Figure 4.AwleritageO Woodgite
6 Nail Pattern
TAMKOMILDING PRODUCTS
Asphalt
sphalt Shingles
ZONE/
MON BOND
�@ common Bond
Figure 6.:Heritage®; Heritage® Pr6mi.urn, & Herita
ge@W odgate
Alterniie 6 Nail Pattern
PAINT
LINE
6= 1A
ACCEPTABLE_.
R, I-OCATIO
DO NOT FASTEN
ALON.GIEDGE 'OF"
COMMON BOND
}NAIL :Z ONE
—,EbGE 6F.
COMMON
BOND'
Figure 7; Heritageg (Tuscaloosa.)
'Expanded- Nail Zone
Nail pattekns1rom Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP1 5001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of.Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LL6 of any product changes or gUality,dssura=6 changes throughout the duratio 6 for Which, this report Is valid.
This evaluation report -does not express. nor imply Warranty, knstallatidh,. recommended use . , or other product attributes that are not
spdcificEiily addres siad herein.
TAMKO BUILDING PRODUCTS
ICREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vuj0'
(Frederick) Basic Wind Spee6(Va�a):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
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 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 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
511
1211
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
COMMON BOND
�I I A l f 1 t ti II
`
i9112�4V �rr��� 9112Ir I.-y
—'I ff 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.
,--,--AMKQ BUILDING PRODUCTS
C RPE E+ Asphalt Shingles
TECllQ41dAL SmviCES, LL.C-
Heritage® Woodgate Basic Wind Speed NW Max. 194 mph
(Frederick), Basic Wind Speed (Vasd)` Max. 150 mph
Deck (Non-HVH4: In accordance with FBG requirements;
Solidly sheathed min. 151321n,, plywood or wood plank for
new constructi m Mim t/161n. OSB.existing'construction..
Underlayment: In accordance with FBC "requirements.
Min. slope: 2:12 and in accordance Wth FBG requirements. Refer to
the manufacturer's ,application instructions when installing
shingles at slopes greater'than
.Installation (Non-HVH4: Installed with 5 in..exlJosure in accordance with FBC
requirements and manufacturer's. published installation
instructions... Shingles shall be.attached using either "4 Nail
Pattern" "or Nail Pattern" detailed below.
5-1
1ILA 11-- 11" ►�4--12-3/8'1--+- 11" �-►I 1
Figure 10., Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
5:
1"-� li- •9.172" '.9.318' '.1' 9.112° �—v
Figure 11., Heritages Woodgate (Frederick)
6. Nail Pattern
TBP15001 4 FL'
Of 11
This evaluation.report is. provided forState_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',, n5tallation,'recommended use, or other product attributes that are not
specifically addressed herein:
CREEK
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (Wit):
(Phillipsburg) Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
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. 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 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.
sPosure
Notch
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage°
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule-6-1 G20-1 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
TAMKQ BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, B..L_C
Hip & Ridge
Basic Wind Speed (V,,t):
Max. 194 mph
(Frederick & Joplin)
Basic Wind Speed (Vasd):
Deck (HVHZ):
Max. 1,50 mph
In accordance with FBC requirements;
Solidly .sheathed min. 19/3Z in. plywood 'or wood plank for
new construction; Min. 15/32. in. plywood existing.
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 1/16 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
prevailing wind.
Direction of prevailing wind
n
571/8" exposure
Figure 1
s Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
exposure
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, L•LC 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.
.LIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
i Vintage®_Hip & Ridge Basic Wind Speed (Vwr)` Maz..194.mph
(Phillipsburg) Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVH4: 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-HVH27: 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.
I
Direction of prevailing wind
Starrt . 51" exposure
here
}
4
n1
Figure 1
lit
Fastener
r �5-1/2"
d
;, wxposure
1� Fastener
Figure 2 1�4 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 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
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 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 61.G20-3.
Cr1MPi IANGF STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
.� ��:'• •'E N 9�F - 2017.09.25
No 74021
11:31:41
= � � do*rtl.m.Ntswn0.l.6.1
-04'00'
1 S TAT E OF :
; �/
O. ••.
�-•.A, P.' _ .` Zachary R: Priest, P.E.
R �''• C?��`� Florida Registration No. 74021
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.
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 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.