HomeMy WebLinkAboutEVALUATION REPORT- CR
TECHNICAL SERVICES, LLC
EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017)
TAMKO BUILDING
P.O. Box 1404
INC.
i COUNTY BUILDING
Category: Roofing
Subcategory- Undedayments THESE PLANS AND ALL PROPOSED WORK SCANNED
Code Sections: 15071.1 ARE SUBJECT TO ANY CORRECTIONS
Properties: Physical properties REQUIRED BY FIELD INSPECT ORS THAT BY
MAY BE NECESSARY IN ORDER TO St, Lucie County
PRODUCT DESCRIPTION COMPLY WITH ALL APPLICABLE CODES.
TAMKO® ASTM Slate ASTM D 6380, Class M, Type 11 underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on bath sides with asphalt and surfaced with granules.
TAMKOV ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard® with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
TAMKO® No.15 ASTM ASTM D 226, Type I undedayme® FIBG@ rTdAGbdig,40ic felt that is
Asphalt Saturated saturated with asphalt. AFLEW RESPONSIBILITY OF THE
Organic Felt CONTRACTOR OR RECORD
TAMKOV No.15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
sTAMKO6N6t30 ASTNIiiASTM D 226, Type II underlayment constructed from anon -perforated organic felt that is
�Mphalt,Saturated l., saturated with asphalt
TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO® TW Metal and Setf-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.
TAMKOSTW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
1 of 4
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.
fl
CREEK iAMKO 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.
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 TAMKO® TW Metal and Tile Undedayment and TAMKO®TW
Underlayment shall be 40"17.
b) The minimum application temperature of TAMK08 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: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self -adhering underiayments 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
Shinnies
Shin les
Roofing
Shakes
Shingles
Concrete Tile
TAMKOOASTMSlate
Y'
N
N
N
N
Y
Surfaced Roll Roofing
TAMKO® ASTM Tlle
N
N
N
N
N
Y
Underlayment
TAMKO®Master Smooth
Yr
N
N
N
N
N
TAMKO9) Moisture Guard®
Y
N
N
N
N
N
TAMKO® No. 15 ASTM
Asphalt Saturated Organic
Y
Y
Y
Y2
N
N
Felt
TAMKO® No.15 UL Asphalt
Y
Y
Y
Y'
Y
N
Saturated OrganicFeR
"TAMKO®:No:- 30451M.�•F
'Asphalt
Saturatea#'g"ic
Y
Y
Y
Y
Y
Y
Felt, _
TAMKOB No. 30 UL Asphalt
Y
Y
Y
N
Y
N
Saturated Organic Felt
TAMKOO TW Metal and Tile
Y
Y
N
N
N
Y
Underlayment
TAMKO®TWUnderlayment
Y
Y
N
N
N
N
TAMKOS 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 61G203. The manufacturer shag 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.
���EEK — 'TAMKOBUILDINGPRODerlaymINC.
1GG TAMKO Underlayments
-FECHNICAL-SERVICES, LL-C - - -- -
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
compliant installation detail shall prevail.
4) Contact f 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 underiayment may be used as described in other current FBC product approval documents.
8) The undedayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each undedayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Entity
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 (TST6049)
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 (TST6049)
TAP-217-02-01REV
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)
TAP311-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
TAP319-02-01.1
ACC 188
2012
PRI Construction Materials Technologies (TST6049)
TAP387-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
TAP388-02-01
ASTM D 1970
2015a
UL LLC (TST9628)
13CA12269
ASTM D 226
2009
TBP14001.4 FL12328-R8 Page 3 of 4
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.
GuIfC\�oa�"st°
SUPPLY & MANUFACTURING
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. GulfRibTP° Roof Panel over 15132" Plywood
Florida Product Approval #11651.22 R3
Florida Building Code 2017
Per Rule 61 G20-3 FILE � r �s � p�
Method: 1 —D 1
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
`
Newberry, FL32669 GEN
� sF •.'L
s
='k No. 7551s
Engineer Evaluator:
Dan Kuhn, P.E. #75519
=—
Florida Evaluation ANE ID: 10743
9'. STATE OF =Q:
Validator:
''%�'r,0NAL SO
Locke Bowden, P.E. #49704
%%`%
'' "`10/06/2017
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description:
GulfRibTM" 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener:
#9-15xl .5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/31" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures:
Table "A"
axE'gm Total Uplift Design Pressure
69.2-5 psf
159.25 psf
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
Fastener Pattern Spacing
24" O.C.
72" O.C.
Design Pressure includes a Safety Factor = 2.0.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.