HomeMy WebLinkAboutEVALUATION REPORT ROOFING UNDERLAYMENTS•'"'ray
' P
RECEIV 'ificate of Authorization No. 29824
CREEK 17520 Edinburgh Drive
MAR 2 62018 Tampa, FL 33647
(813)480-3421
TECHNICAL SERVICES, L Lucie ca.
j ynty, Permitting
EVALUATION REPORT 1 FLORIDA BUILDING CODE, 6T" EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS, IN�7�lucJed�October 19, 2017
P.O. Box 1404 l
SCANNED Joplin, MO 64802 ST. LUCIE COUNTY BUILDING D SION
PE (417) 624
n-6644/ REVIEWED
g R COMPLIAN
http:I.tamko.com
(teQ��(� (Coo* I DATE _
Quality Assurance: UL LLC (QUA9625) PLANS AND PERMIT MUST BE KE TON ]OB
SITE OR NO INSPECTIONS) WILL BE MADE
SCOPE ,�
Category: Roofing
Subcategory: Underlayments THESE PLANS
Code Sections: 1507.1.1
Properties: Physical properties REQUIREDECT O ANyCORRECTIONgORK
C AY BE NECESSABY R INSPECTORS THAT
PRODUCT DESCRIPTION � OMpLv Y I
APPLICABLEODES.
TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturate
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKOO 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.
TAMKOO. 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
TAMKOO 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.
TAMKOO No. 15 ASTM
ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated
saturated with asphalt.
Organic Felt
i
TAMKO@ 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
TAMKOO No. 30 ASTM
ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated
saturated with asphalt.
Organic Felt
TAMKOO No. 30 UL
IASTM D 226, Type II underlayment constructed from a non -perforated organic felt -that is
Asphalt Saturated
saturated with asphalt.
Organic Felt
TAMKOO 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 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 expres 69LlV TLr r1 II tL recommended use, p ribu ar n y
specifically addressed herein. 88�l;tHLE� F�At�tR� �H A`(TACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
k-;
CREEK TAMKO BUILDING PRODCUTS, INC.
TAM KO Underlayments
TECHNICAL SERVICES, LI C
TAMKO® TAM -FELT Alternate to ASTM D 226, Type 1 and Type II underlayment constructed from a non -
perforated organic felt than is saturated with asphalt.
APPLICATION METHOD
requirements below.
Deck substrates' shall be clean„ dry; and ,f
checked for protrusion'and corrected prior t
The roof deck shall be constructed of -close
shall be installed in accordance'with�FBC'
joints. „�;,; _ . .', ' li:i i'..1 1 i.
The minimum application temperature shall
a) The minimum application tem
Underlayment shall be 40°F.
se frorn;'any, irregularities and debris. All fasteners in;the deck shall be
i underlayrrient application.
fitted-pl.'ywood sheathing for new or existing construction. Plywood deck
egui[etrients, Roof decks shall have no more than 1/8" gap at abutting
b) The minimum application+tempE
The riiihiriiUmroof slope shall tie' in accord
a)''The'minimum sloPe'of'TAMKOC
'Uriderlay,ments shall;'lie•,"ezp osed`in'saccord
@xposure`-ezc'eerd 30`d"ays.
Exception: TAMKOO TW Metal and
50°F except as follows:
ature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW
Self -adhering underlayments may be adhered to
All roof coverings shall be mechanically fastened
Allnwahle Rnnf Cnvarinns-
e of TAMKOO Moisture Guard@) shall be 35°F.
th FBC requirements except as follows:
rM Slate Surfaced Roll Roofing shall be 2:12.
with the manufacturer's recommendations, but in no case shall
Underlayment may be exposed for a maximum 90 days. •
or unprimed plywood substrates in the non-HVHZ.
h the underlayment to the roof deck.
Metal Roof
Mineral
Wood
Asphalt
Panels and
Surfaced Roll
Shingles and
Slate
Clay and
Underlayment
Shingles
Shingles
Roofing
Shakes
Shingles,
Concrete Tile
TAM KOOASTM Slate
Y'
N
N
N
N
Y
Surfaced Roll Roofing
`
TAMKOO ASTM Tile
N
N 1
N
N
N
Y
Underlayment
TAMKOO Master Smooth
Y'
N'
N
N
N
N
TAMKOO Moisture Guard@
Y
N 1
N
N
N
N
TAMKOO No. 15 ASTM
Asphalt Saturated Organic
Y
Y
Y
YZ'�
N
N
Felt
TAMKOO No. 15 UL Asphalt
Y
Y I
Y
Y2
Y
N
Saturated Organic Felt
TAMKOO No. 30 ASTM
Asphalt Saturated Organic
Y
Y
Y
Y
Y
Y
Felt
E
AtPIRQ@ 1Va�3 — alto
—�"--
w
�,
turat •Organic -'Felt` �'�--
.- �N..
.X
TAMKO Metal nd
Y
°'
N r
Undd..." a
TAMKOO TW Underlayment
Y
Y
I N
N
N
N
TAMKOOTAM-FELT
Y
N
I N
N
N
N
Notes: 1) Upen valley applications per lbut.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 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. " .�r i4v:f.. • . i n :, : ; 'F I i' '• i l ',''..:::?} '�.
CREEK I 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
compliant installation detail shall prevail. I
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 61 G20-3. f
REFERENCES
Enti i
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) I
TAP-220-02-01
ASTM D 6380
2003(2013)
PRI Construction Materials Technologies (TST6049) I
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) I
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
TBP 14001.4
FL12328-R8
3of4
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 PRODCUTS, INC.
CREEK TAM KO Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT I
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.
I����uuUry
.��,G%PFkY ' R. • p��'�i�.
,,,`,�.;.•�,�CENSF•Fs,*.,, �. 2017.10.19
No 74021 12:15:58
-04'00'
13 STATE OF .•��/�
T'•.'c P �`� Zachary R. Priest, P.E.
��NA1.Ec:.,Florida Registration 21
Organization No.A E9641
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, ope �ated, or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acqu e, 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.
TBP 14001.4
END OF REPORT
FL12328-R8
4of4
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 oquality, 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.
EVALUATION REPORT -OF RECEIVED
METAL, SALES MANUFACTURING CORPORATIO X
6 ''6 2 GA,.:5V-`iCkM MAR 2 6 2018
ST, Woe Cot4ncy, r;rmlvmnq
FLORIDA BUILDING CODE' :6THEWTION'(20117)L
ii'LURIDA PRODUCT APPROVAL
FL '14 645-AR3,
ROOFING
METAL ROOFING'
,Prepared, Fors
Mifta"I Sales! Manufacturing Corporation
,.545,:Soitth 3rd Strdet;Siflte 200
Louisville,, KY -4.0101
`T76 1
jpOh"oue: �$02)8
TaLx:(502)855,4290
fBala $ockalingam, ,Ph D., -P.E.
.Florida ProfegsionalEggineer.02240
11216.NLansingA-ve., Suite C
TiilsajOk 1410.6
Telephone: (0.18) 401-5901
i]F.A,X-,: (914493-3568
I This report consists of
Evaluation Report.(3 Pages including cover). "Itl Allfifil
"t, - It
1 InstaHatiOn Details, (l. r4gp) %l0-,sOGKAt-/, If"
Load Span Table (i Page)
Report -No. C2191-4
Date:,9.9'41-7
No 6224G 00
STATE OF J
0 AS
PSI 0 - A
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales NV anufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24 wide coverage with (5) 1/2 high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. 3/a" thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment: 8d x 2.5" long 'ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Slope: 1/2:12 ,or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: 49-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" -and installed as per Metal Sales current installation procedure.
At panel ends
At intermediate
Test Standards:
Test Equivalency:
Code Compliance
Product Limitations
@ 6" o.c. acrossl panel width
@ 12" o.c. across panel width
Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
The test procedures in UL 1897-04 comply with test procedures
prescribed in UIJ, 1897-12.
The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
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. The design pressure for reduced fastener spacing may be
�-r
Supporting Documents:
FL 14645.4-R3
C2182-4
j 9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2;017 Section 1505 and current approved roofing materials
directory or ASTM E 108/UL790 report from an accredited laboratory
for fire;ratings of this product.
I
UL580!& 1897 Test Reports -
PRI C instruction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
5V-CRIMP
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
PANEL
SEE DETAIL 2
—(SEE DETAIL 1
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
MINIMUM ATTACHMENT:
8d x 2.5" LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD
GUIDELINES & AT EDGES
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
5V-CRIMP
MIN 26 GA.
PANEL FASTENER PER UPLIFT
LOAD TABLE
GENERAL NOTES:
J
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
UNDERLAYMENT
�-`QSB
FLORIDA BUILDING CODE (FBC).
7/16" THICK (MIN.) OR
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING
DETAIL 1
PLYWOOD 15/32" THICK (MIN.)
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT: THIS
#9-16 OR #10-14 WOODSCREWS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
WITH SELF SEALING WASHER AT
ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
MAXIMUM SPACING OF 36" O.C.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
SV-CRIMP
MIN RI GA.
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT
OSB 7/16" THICK (MIN.) OR
DETAIL 2
PLYWOOD 15/32" THICK (MIN.)
a:
0 0
U N
1 OF
m
A.
METAL. sAjLj�'g MANtTACTVRj9G, CORPORAfiLON
5v--'-c- irMT Uplift Loads.
9
Descri-vtion.
F4stener'S p4cmg
i 41Qng.papel length
in)'
Allowable,
Load
'(Psf),
Coverage width: 24,1!
Panel Fasteners
#94 6 or #10- 14 hex head
wood Screws with, sealed
washer -
6
172.5
9
'IZQ, Q.
12.
M9
72.0,
18,
-00io-
2,1
51.4
'24
27
404
30,
36-.;0.
33
313,
36
50A
Notes:,
L The:boldnumbers ,indicatedesign loads calculated from test data with,safety factor of 2;
-2. Panels must 6e,installed.as per Evaluation Repor(FL 14645-A and.M0tal gales current installation -d WA procedure,
We-
J.- Three -or more spans. condition.
1'216 N Lansimg Ave., Suite. C
T41sa, Q, 74106
.918.492 5.992
00 SOCKA�Z!J*.of.
c
•
No 6924D
STATE OF
A%
0 R i 0
91 QiZZA
Bala Sockalffig�am, Ph.D., RE;
FL 62240