HomeMy WebLinkAboutEVALUATION REPORTEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
36 GA 5V C•RT
FLORIDA BUILDING CODE 6TH EDITION (2017)
AM FL�URID EERO '" _
1 '645.4-R
RUOFING
�I'AL RQ9
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingara, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (918) 493-3568
SCANNED
BY
St. Lucie County
This report consists of
Evaluation Report (3 Pages including cover) 01111i11ir1'
` ,
Installation Details (1 Page) %.I OCKALI "t,
Load Span Table (1 Page) �.`� p . �p E N g' ��q 'O,
No 62240
cc
Report No. C2182-4 % 0'�
., STATE OF :
A
Date: 9.9.17 •,�Fc� o R��•a�j�.``
g,Cl. 201^1
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing 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. 3/4" 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: #9-16 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 @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: 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
directory or ASTM E108/UL790 report from laboratory
foi. `,ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20113
FL 14645.4-R3
C2182-4
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 2017 Section 1505 and current approved roofing materials
PANEL OVERLAP
5V-CRIMP
—SEE DETAIL 2 / SEE DETAIL 1
i
u
n \ u
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
`MINIMUM ATTACHMENT:
8d x 2.5'LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED
AS PER MANUFACTURER'S INSTALLATION
OR 18 x 2' LONG WOOD SCREWS
SPACED ® S' O.C. IN THE FIELD
GUIDELINES
&:. AT EDGES
#9-16'OR #10-14. WOOOSCREWS.
WRH .SELF SEAUNG WASHER AT
MAXIMUM SPACING OF 36" D.C.
MIN: 2X: WOOD RAFTER/JOIST/
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X-SECTION
5V-CRIMP
MIN 26 GA.
UNDERLAYMENT ' \-OSB 7/16' THICK (MIN.) OR
DETAIL 1 PlYW00D 15/32 THICK (MIN.)
♦f9-16 OR FIO-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
UNDERLAYMENT
DETAIL 2
SV-CRIMP
MIN 26 GA.
OSS 7/16" THICK (MIN.) OR
"PLYWOOD 15/32 THICK (MIN.)
2.
3.
4.
5.
6.
FOR
PANEL FASTENER PER UPLIFT
LOAD TABLE
d
a
a
JAS BEEN. DESIGNED IN ACCORDANCE WITH THE
n
i
125 GA. It - 0.0197. EFFECTIVE COVERING.
c
.INSTALLED. OVER SHEATHING & STRUCTURE AS
2
"'
S SHALL BE DETERMINED FOR EACH PROJECT. THIS
G
T PRESSURES SPECIFIEDALUED WHEN THE REQUIRED ONNS THINDRAWNC.
TUPLIF
@$x
x
-
ACCOROANCE WITH THIS DRAWING & THE FLORIDA
'$q
4
ARE THE
METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min. 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psfl
Coverage width: 24"
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer
6
172.5
9
120.0
15
72.0
18
60.0
21
51.4
24
45.0
27
40.0
30
36.0 _
33
32.7
36
30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales currentinstallation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
��tertuurrrrr
gOCKAZI" 4
���Q�P•'�OENS L0
No 62240
�'. STATE OF .'4:
ee�s�s . C O R 1 Q. • '�Z,�
q . g . 2e,.\-7
Bala Sockalingam, Ph.D., P.E.
FL 62240
MERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
TRINITY J ERD SCANNED 353 CHRISTIAN STREET, 0 478
BY OXFORD, CT 6478
(203) 262-9245
EVALUATION REPORT St. Lucie County
TRI-BUILT Materials Group, LLC. Evaluation Report A42960.10.12-R6
PO Box 70
FL16046-R6
Rutherford, NJ 07070 Date ofIssuance: .10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the Eith Edition (2017), Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named,product(s) changes, the referenced
Quality. Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity[ ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The h.We seal appearing was authorized by Robert Nieminen,
PZaaW/Z/2017. nndmrxn e = an eledranirapysgae
drnvnent
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are. being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
producL
S. This is a- building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION: \1 I RINITi ERD
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6" Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1567.2.4/ 1507.1.1, 1507.2.9.2
Physical Properties
ASTM-D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity,
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TSr6049).
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TS76049)
ERD (TST6049)
ERD: (TST6049)
;ERD (TST6049)
ERD (TST6049)
UL; LLC.(QUA9625)
-UL,.LLC. ,(QUA9625)
4. PRODUCT DESCRIPTION:
Examination
.Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530.05.14
S40540.10.14.
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Multiple-Usting R16814
Service Confirmation
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp. 07/18/2020
4.1 Tel -Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, 5BS
modified bitumen roof underlayrnent, with a 36-inch sheet width; meets ASTM D1910.
4.2 Tri-Built S/AAT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen. roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design, guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
Cerh irate ojAuthankation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 2 of 6
\,JTRIj 11YIIjERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
'.;TABLEI:`�Roo CovER:OPTIONS-
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
&Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built 5/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
r--
4T1 8ui155r ___: H7S/A'}
Upde`rlayrneit:D
No
No
(Yesa
Yes
C e 3
5.5.1 "Foam -On Tile" is limited: to use of the followine Annrnvad tHr adhneiL,ec r � �. A—i�............. _�:__':
TABIE lA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONS
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset®AH-160
FL6332
Tri-Built S/A HT TU Underlayment
DowTileBOnd11'
H. 525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-BuBt Sand-R'SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC-requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on rile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix Dor TAS 114, Appendix!.
'.Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC Evaluation Report A42960.10.12-R6
Certificate o/Authorizofian #9503 0EDMON(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 536.1485 Revision 6: 09/25/2017
Page 3 of 6
5.6.3 Bond to Mechanically Attached Base Laver. ARINITYERD
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on file systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 2504.9 has already been applied). Refer to FRSA/TRI.April 2012 (04-12), Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure-450osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure =-675bsf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 osf:
Deck: Min.15/32-inch APA-rated BCX plywood (may be installed. C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove .dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flushwith. the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIORPRIMER
Underlayment: Tri-Bulk S/A. HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end4aps.
#4 Maximum Design Pressure=-600Psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. -
BaseSheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-BUIltS/AHTTUUnderlayment,self-adhered.
Exterlor Research and Design, LLC. TM Evaluation ReportMZ960.10.12-R6
Certificate of Authorrsotion#95a3. 6 EDITION (2017).FBC NON-HVHZ EVAWATION F116048-116
TRI-BUILT Roof Underlayments;.(800) 516-1485 Revision 6:09/25/2017
Page 4 of 6
\- I RINITi ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly sh I II meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WDS, FM Lass Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29,(January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Bulk Sand-11 SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HTTU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations ITAS 103 per FRSA/TRI April 2012 (04 12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
- ' TABLE 2: TILE,SUPPAGE LIMITATIONS FOR DIRECT-DECKTILEINSTALLA7IONS .`
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max 10-tile stack
6:12
Lugged
Max. 3U-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shallbeinverted, followed by 8 tiles high 6:12
on slope, as shown below)
z—�r • f ,
Tri-Built S/AHTTU
Underlayment
Lugged
y
Exterior Research and Design, U.C. Evaluation Report A42960.10.12.R6
Certff7rate of Authorization#9503 6'"EDITION(20171 FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6:09/25/2o17
Page 5 of 6
\-1 TPJN1TY I ERD
6- INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with. TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels; and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the. substrate (if applicable).
6.3 Tri-Built Sand-R SA. Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri Built Smooth HT S/A
Underlavment•
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.2.1for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Rollout approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
Wheninstalling at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at thetop of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April: 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section.5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT.REQUIREMENTS:
As required by the Building Official or Authority, Having Jurisdiction in order to properly evaluate the installation of
this product
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC— QUA9625;.(314) 578-3406; k.chanceilor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6
CerWicote of Atnhorization#9503 6' Eoi noN(2017)FEW NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6