HomeMy WebLinkAboutEVALUATION REPORTrI
CREEK*' Certificate of Authorization bur 29824
,•L•I 11K' ���By 17520 Edinburgh Drive
p p� ,,' Tampa, FL 33647
TECHNICAL SERVICES, LL gl. LUCId ltaUhty (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017)
Manufacturer: TAMKO BUILDING PRO UCTS, INC. Issued October 19, 2017
P.O. Box1404 yy��Igo1_l��f� �Lrti
FILE C®PY Joplin,17)M-6644 . LUCI 1 II
417 624-6644 ST. LUCIE COUNTY BUILDING DI N
htto:1Iwww.tamko.com REVIEWED FOR COMPLIANCE
Quality Assurance: UL LLC (QUA9625) DATE L
PLANS AND PER MUST BE
SCOPE SITE OR NO INSPECTION(S) I
Category:
Subcategory
Roofing
Undedayments
'RiESE PLANS AND ALL PROPOSED WORK
Code Sections:
1507.1.1
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECT ORS THAT
Properties:
Physical properties
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
PRODUCT DESCRIPTION
TAMKOS ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO® ASTM Tile
Underlayment
TAMKO® Master
Smooth
TAMKO® Moisture
Guard®
TAMKO® No. 15 ASTM
Asphalt Saturated
Organic Felt
TAMKO® No.15 UL
Asphalt Saturated
Organic Felt
�Ot �A�M.KQ®No 30 AS�TM��-j-j
N sphalt Saturatel!
rgamc
TAMKO® No. 30 UL
Asphalt Saturated
Organic Felt
ASTM D 6380, Class M, Type II undedayment constructed from an organic felt saturated
with asphalt then coated on both sides with asphalt and surfaced with granules.
ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated
with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is
saturated with asphalt.
TAMKO® TW Metal 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.
TAMKO®TW 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.
TBP14001.4 FL12328-R8 Page 1 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.
L_
0 CREEK TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II undedayment 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 underiayment 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 50OF except as follows:
a) The minimum application temperature of TAMKOG TW Metal and Tile Underlayment and TAMKO®TW
Undedayment shall be 40°F.
b) The minimum application temperature of TAMKOS 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: TAMKOG 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 undedayment to the roof deck.
Allowable Roof Coverings:
Metal Root
Mineral
Wood
Asphalt
Panels and
Surfaced Roll
Shingles and
Slate
Clay and
Underlayment
Shinales
Shln les
Roofing
Shakes
Shingles
Concrete Tile
TAMKOG ASTM Slate
Y'
N
N
N
N
Y
Surfaced Roll Roofing
TAMKOG ASTM Tile
N
N
N
N
N
Y
Underlayment
TAMKOGMaster Smooth
Y'
N
N
N
N
N
TAMKOG Moisture Guard®
Y
N
N
N
N
N
TAMKOO No. IS ASTM
Asphalt Saturated Organic
Y
Y
Y
Y'
N
N
Felt
TAMKOG No. 15 UL Asphalt
Y
Y
Y
Y`
Y
N
Saturated Organic Felt
TAMKOG No: 30 ASJM b : '. -m
�l�Asjihalt skur'ated
Y
Y
Y
Y
Y
Orgahlid'
Y
-,Felt ,.:,
TAMKOO 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
TAMKOG 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
FL12328-R8
2 of
This evaluation report is provided for State of Honda product approval under rime e»zU-a. i ne manuracturer snap non y umt:mm
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.
a
CREEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlaydedayments
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
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 save, 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 underayment 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 61 G20-3.
REFERENCES
Enti
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 (fST6049)
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-31902-01.1
ACC 188
2012
PRI Construction Materials Technologies (fST6049)
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
TBP14001.4 FL12328-RB Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-0. 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
TECHNICAL SERVICEs, LLC
COMPLIANCE STATEMENT
TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
ENSF'�cr��:
No 74021 '
STATE OF 4U
off
CERTIFICATION OF INDEPENDENCE
2017.10.19
12:15:58
-04 00
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor vall 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 w0l 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
TBP14001.4 FL12328-R8 Page 4 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.
LE C
i-��-
QIfCo9R
SUPPLY & MANUFACTURING
Product Evaluation
COAST SUPPLY & MANUFACTURING, LLC.
SCAWD
26 Ga. GulfRibTM Roof Panel over 75132" Plywood BY
St Lude CountV
Florida Product Approval #11651.22 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
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, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
,,%V I I I I III,
�.O�N1E�
OENscc?.1,
No. 7551,9
' STATE OF Q
Fsi-4OR10P
'%S;O1VAL Sk' %%% 05/2017
- -
c.
_ �
f `'
-
.. -
J
f
-
T}
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: 3/4" 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 15h:" 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"
Maximum otal Uplift Resign Pressure
69. 5 psf
59: 5 psf
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
F, Ys t -e n- *e- rl Pattern ISpacing
Design Pressure includes a Safety Factor = 2.0.
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
Test Standard Equivalence:
Quality Assurance Entity:
Minimum Slope Range:
Installation:
Underlayment:
FL# 11651.22 R3 • OCTOBER 5, 2017
The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-12 - Uplift Test for Roof Covering Systems.
1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0062T-07A, B, Dated 02/19/2007
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Install per Manufacturer's recommended details.
Shall comply with Florida Building Code 2017 section 1507.1.1.
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.
ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood
Bulldings liavingiRoof Mean Height
20jQRooffSlope4l12Z
"1211 Z' Gable o�
HlpRooflNlndiSpeecJs120
1'80 'ph-
fposedl6wlding, �6ased
on Flonda_�Bulld ng Code7Z0tr7
#, ,
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN.
penevadotion)
( MIN. 15132")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE�1
#9'15 1 5
a Pl good
24 TYPE 9
f 41,TY E 1
24 TYPE 1
4 kTlP 1
Q4 TYPE
1
24 rT1CP� 1'
,-y ;.
124+-'TYPE
ZONE 2
#9-15X7.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
TYPE 1
24", TYPE 1
24", TYPE 2
#915x15"
PlyvA d
9�d
24,",.,T'YPEA'2*"-
der
e°S'l�' 1
'24 3T,Y 1+:121TYPH2
.t24",
!£�2
12Y`1�YPEI2
r12rFTYPE`2
12 TYPE2,
u.=t�°.Pati
.,. L
az9"/�ua>v
YPE11
h7n:�t'.,,,..,
�irw..
<n-t�%ag
1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN.15h2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
S.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
ZONE 2
n1r nuur a
ZONES T 1
----------------
RID
ZONE \\\\\
/
\
/
v
__\
EAVE
Note: Dimension (a) is defined as 10% of the minimum width of the building or
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
a less than either 4% of the minimum width of the building or 3 feet.
ZONE 2 GABLE ROOF ?-T
_ _________________- �a
1 I
I I
—RIDGE
L____ __ ____________1a
I._____________________ 4-
ZONE 1
---------------------
FL# 1
2017
Cora: Tape Seal for use on Sk
tl 15x 1-1 IT w/Sealer Washer Q 2P O.C. Max
1.1/T w/Sealer Washer @ 1T O.C- Max
M
less Men