HomeMy WebLinkAboutProduct Approval Certificate ofAuthorization No. 2982
1�52DEdinbu�hDhve
CREEK Tampa, FL53647
' (813)48O'3421
TECHNICAL SERVICES, LLC
-EVALUATIONRiEPORT FLORIDA BUILDING CODE,CEDITION(201J)
' TAK80]8U|LD|NGPRDDU��8.INC. hmuodOo�berY� 2O17
Manufacturer::
P.O. Box 1404
�
Joplin,KADG48O2
/ 44
Quality Assurance: ULLLC V2UAO625
SCOPE
--- /om/: Roofing
Su U
Cod,Sections� 1507.1.1
Properties: Physical properties
PRODUCT DESCRIPTION
T4MKO@)ASTM Slate ASTM 0038O. Class KU.Type Uundadaymeniconstructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated onboth sides with asphalt and surfaced with granules.
lAMKO@ASTM Tile ASTM D 6380,Class M,Type 11 underlayment constructed from an organic felt saturated
Oodedayment with asphalt then coated on both sides with asphalt and surfaced with granules.
T&MkO@)Master ASTM D638O.Class S.Type(Vundedoymentconstructed from anorganic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TADUk Moisture Self-odhooed, ASTM D 1970. fiberglass nainhorced, modified bitumen sheet membrane
Goard@with a mineral surfacing and o removable release film on the adhesive side and
'
removable selvedge release tape.
TAMKO@ No.1SASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAKOKO@)No.15UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAV8KO@No.30 ASTM ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAD8KO@No.3UUL ' ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated ' saturated with asphalt.
-
Organic Felt
TAM ' T#VMetal and Self-adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
/ Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TA TW Self-adhered, flexible, ASTM D 1970. rubberized asphalt sheet membrane with o
Underlpyment polymer film unthe surface and aremovable release film onthe adhesive side.
'
of
TechnicalThis evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
—' -----'--- --` 'roduct--changes or quality assurance
mo�noVon m�mnnondeguoe or pmUu���bu�v��arem�
This m��o8vn duan not express nm���v�nao9. ' . "=
\
specifically addressed herein.
\
CREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
TAMKO@ TAM-FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non-
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
I
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.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting
joints.;
The minimum application temperature shall be 50°F except as follows:
a) The minimum application temperature of TAM KO®TW Metal and Tile Underlayment and TAMKOO TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKOO Moisture Guard®shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Metal Roof Mineral Wood
Asphalt Panels and Surfaced Roll Shingles and Slate Clay and
Underlayment Shingles Shingles Roofing .Shakes 'Shingles Concrete Tile
TAMKOO ASTM Slate Y' N N N N Y
Surfaced Roll Roofing
TAMKO@ ASTM Tile N N N N N Y
Underlayment
TAMKOO Master Smooth Y' N N N N N
TAMKO@ Moisture Guard@ Y N N N N N
TAM KO@ No.15 ASTM
Asphalt Saturated Organic Y Y Y YZ N N
Felt
TAMKO@ No.15 UL Asphalt Y Y Y YZ Y N
Saturated Organic Felt
TAM KO@ No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKOO No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAMKO@ TW Metal and Tile Y Y N N N Y
Underlayment
TAMi!KOO TW Underlayment Y Y N N N N
TAMKOO TAM-FELT Y N N N N N
Notes:;' 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001.4 FL12328-R8 Page 2 of 4
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.
GREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
i compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
7) The underlayment may be used as described in other current FBC product approval documents.
8) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Emily! Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(I-ST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(fST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995
ASTM D 4798 2011
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D 226 2009
I
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TBP14001.4 FL12328-R8 Page 3 of 4
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.
GREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES,LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,16th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,%G�PRY IR P� ,
\GENS Fs,, _ `2017.10.19
IV
12:15:58
No 74021
N
q�m,yyeaplals,�vM,
-04'00'
�:• STATE OF •:��/:
',,�`•'•'O4 P•:�Z�.` Zachary R. Priest, P.E.
OR I
e;11&,ONp`S % � Organization No. 021
ANE964on No. 1
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.
I
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END OF REPORT
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TBP14001.4 FL12328-R8 Page 4 of 4
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.
No.29824
CREEK
1���o��hDr
Tamp� B33 '
_
TECHNICAL SERVICES, LLC C (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6THEDITION 17
Manufacturer: TAy0KDBUILDING PRODUCTS Issued September 25, 2017
220 West 4r Street
/
Joplin,N\OG48O1
� (417)824'6O44
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
'
Frederick, MD
�
Dallas',TX
�
Tuscaloosa,AL
�
'
Quality Assurance: ULLLC pJUAS025>
SCOPE
Category: Roofing
Asphalt Shingles
CmdoSectioms; 15041.1. 15072.5i1507.2.7.1. 15236.5J
Properties: Physical properties,Wind Resistance,Wind Driven Rain
i
REFERENCES
' StandardYear
PRI n�mnuonMm�ha|oTovhnv/vu�m - 1 T� 100- 1995pmc- ounub Materials Technologies 7AP{)51'02-01 lA8100 1995
TechnologiesTAP-054-02-01 Txg100 1995
PRI Construction Materials�� Tou»no|oQma T*P'114*2u1 TAS100 1985
Ri Construction Materials Technologies(TST5878)
TAP-1 17-02-0TAS100 1985
PRI Cbnstruction Materials Technologies lAP-130-0201 TAS 100 1995
PRI Co'nstruction Materials Toohnm|vg|om TAP-1 31-02-01 TAS 100 1995
PRI Construction Materials TechnologiesTAP-165-02-01 TA8100 1885
PRI obnounctioxMaterials Technologies TAP-280-02-01 TAG100 1995
PRI Construction Mateho|uToohnn|ogioa TAPm03-02'01 lAS100 1995
PRI C6nstruction Materials Technologies TaP-307-02-01 TAS100 1995
PRIMaterials Technologies TAPn14��u1Rev u TAS 100 1995
' Materials TAP-31TAP-316-0.2-01 ASTM D8381 2008(2013)e1
�� T�TAP-317-02-01O2o� TAG1VO 1no5
PR Materials (nsTnon0
VL ' ASTM STMDo1n1 2010
L
ULLb'� 8T802 ' 0*NK2*366 ASTM D34nc 201 OA
L
U� Lb o82 VaN��OV8 ASTM Dn3u1 2008(2013)el' UL 2390
ASTM D71oo 2011
UL LLC(TETe628) 06NK03898 ASTM Da161 2016
ASTM D34mu 2010A
ULLLC08CAn9132 ASTM D31n1 2010
� O8Nwo789O
ULLLC�srnn2a
) ASTM D01n1 2018xSTM D 346 201 OA
uLLub1nCAnU4e8 ASTM D34ou 201 OA
' � 1o[�o�882 ASTM D31e1 2010
UL LLC
UL Lu; '` s2 �' 11wn14014 ASTM oo1n1 2016
ASTM Dn4oc 201 OA
ULLub 12CA24551 ASTM o31o1 2018
UL LLC 4786110543 ASTM D 638 2008(2013)al
uLLLC *787o«3752 ASTM D 316 2016
` � '
uLLLC(TGTe02u) *7871*8748 ASTM o71oo 2011
ASTM D31o1 2016
/
ASTM D 346 2010x
CREEK Technical Services LLC<ANE11ooVy ToP150013 Calculations 2017
Im11
G REE
K TAMKO BUILDING PRODUCTS
1 1 Lr 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.
i
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
(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& 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 with mineral granules complying with
ASTM D 3462.
I
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.
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.
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.
i
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.
o,
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed (Vu,t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed (Vesd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& I 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
115 and manufacturer's 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
Nailing -- - - - - --------------------------------------------------------------------- - 6-7ff
Area --__ _ ----
5-118"
I
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
I
NAILS
Nailing - ------------------------------------ - ------__.....— - - 65.7/811Area ............------------------- ----------------.------------.-......y.......--..............
-118"
Butt 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 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.
RTAMKO BUILDING PRODUCTS
LE Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Basic Wind Speed(Vut): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& I Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage@ Premium. new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& I Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) ' 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 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): 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
s Pattern"or"6 Nail Pattern"detailed below.
i
FASTENERS NAIL ZON E
COMMON
! BOND
I
i
6-1/8" EXPOSURE 6-518"
1 12-112" 12-3/8" - - 12-112'"- h--1"
Figure 3. Heritage@, Heritage®Premium,and Heritage®Woodgl ate (Dallas)
4 Nail Pattern(non-HVHZ-only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1/8" EXPOSURE 5-5/8"
' 1"—►I h-1-1/2'�t-7-112"�►h-- 7�.6'/$"-�7-i I2"�7 1/2"-� h--1"
Figure 4. Heritage®& Heritage@ Premium
6 Nail Pattern
TBP15001.4 FI-18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
:NAIL"ZONEl
ASTENERS COMMDN;BOND
E7tPf)$U0 59/8"
'1 7 1l2 ►14-7-318:-►�4-7:1I2?+►�7=112
Figure 5. Heritage@ Woodgate
6 Nail Pattern
12-172"
A
.Common Bond
FASTENERS '
Cb —
Uo m
ln'X Cp
W y'
i
Figure 6. Heritage@, Heritage@ Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
PAINT L.
OFA:.
"COMMO,N"
0. B'OND.,
EXPO'SURE.
a=518" - -:-
ACGEPTABLE ..,_
FASTENER L4GATION:
D:O NOT FASTEN
ALONG EDGE,-:OF
- COMMOWBOND>
i -
PREEEFiRE'D
FASTE NE R.
LQ;CA91 N
Figure 7. Heritage@(Tuscaloosa)
i Expanded Nail Zone
;Nail patterns from Figures 3,4,and 6 maybe placed in the nail 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 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
GD TAMKO BUILDING PRODUCTS
1 E AsphaltShingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed (V„it): Max. 194 mph
(Frederick) Basic Wind Speed (Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
I 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. 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/
FASTENERS COMMON BOND
i
I
i
5112" E}[POSURE 5"
1"--� �-- 11"--►� 12" --► -11"--� �-1
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
51f2" EXPOSURE 5"
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.
G D�RE K" jl TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V„i,): Max. 194 mph
(Frederick) Basic Wind Speed (Vasa): 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.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 (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
j Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERSCOMMON BOND
WT
5-112" EXPOSURE 5"
i
-- ---12-315"
Figure 10. Heritage@ Woodgate(Frederick)
j 4 Nail Pattern (non-HVHZ only)
I
NAIL ZONE/
FASTENERS COMMON BOND
j
f
5.112"
HEXPOSURLES'
i .i.
JL
1"—� �- 9-1/2"-►�-3'�9�318"�3'�-8.112°-� I!—'I"
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
I
1 �
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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.
GRl�
EEK TAMKO BUILDING PRODUCTS
LI K Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Vintage@ Basic Wind Speed(V„lt): Max. 194 mph
(Phillipsburg) 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. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordancewith 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
j the manufacturer's application instructions when installing
4 shingles at slopes greater than 21:12.
II Installation(HVHZ): Installed with 5 in. exposure.in accordance with RAS 115
and manufacturer's published installation instructions.
Shinglesshall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
I requirements and manufacturer's published installation
instructions. Shingles shall be attached using either°5 Nail
Pattern"or T Nail Pattern"detailed below.
4(P
Etposure
notch
Fasteners Phil
— — — one
I 17.1f2"
i
Expos, re
•11
914' rp
9-111 4V1
'--143/1
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
j -
•fir E1f�06Y
R
Naldt
j Fastmen N01
IZone
I - - - - - - - - - - - - -
v yrr
I r
e�o�wa
6-716'
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 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.
CR1 i 1 TAMKO BUILDING PRODUCTS
Asphalt Shingles
"TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vit): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
i 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 5-1/8 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
Start 5-1/8" exposure
here
Start
Figure 1 here 5-1/8"exposure
1„
Fastener astener
Figure 2 � Figure 3
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.
G I1 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage@ Hip&Ridge Basic Wind Speed(V„ir): Max. 194 mph
(Phillipsburg) 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. 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
art 5" exposure
here—
i
-f II
Start
here 5" exposure
Figure 1
f
1.,
Fastener
' Fastener
�I
r`5-1/2"
Figure 2 „ Figure 3
Figure 15. Vintage@ Hip&Ridge(Phillipsburg)
�I{
I
I
i
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.
�������ap���a
����������
���������� Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1} Fire Classification isnot within the scope ofthis evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet\hi i design loads
established for components and cladding and'^accordance with' -- rrequirements.
Thmmea roof-' height shall berestricted hmomaximum 33ft in the MVMZ
4> C|ooeifiomUon to ASTIVID7158 appliesbuexposure B&Cwith abuilding mean roof height"^'~0-fto
rless.
5} Deck uuboUau» shall beclean, dry. and free from any irregularities and dobhn. All fasteners in the deck nk
shall bachecked for protrusion and corrected prior to underlaymentopp\icoton.
')
Shingles ohuU be installed starting at the eavo in horizontal layers such that the laps shed water from the
|
deck.
j1
Installation of the evaluated products ahoJ\ 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 O1G20-3.
/
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.
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No 74081 � � � .�� � "^0 �
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-13 STATE OF 44/
� A Zachary R. Priest, PE
Florida Registration No.74021
\ N Organization No.ANE 11669
`
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,ofinancial interest in any company manufacturing or distributing
pmuumaunder 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 hot have,nor Will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zach� d�m�my � mxa �voxmdm�mappm,opmmmmm[tAo
� n�P�ew�PEdm�m�xuvo.mm*xnuoqu�e.aonan m�my unymna o�uy �pvmvu
`
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' END OF REPORT
/
TBP15001.4 FL1 8356-R4 Page
11u«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.
'