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�:i '� 70 `�
l
Y FL #
FL19902 i
'i' � I9I.I�SICl�t
Application Type
Code Version
New. ��Et �Ir� SF,, C(,NT-N
2014
CBApplication
D FOATI
Status
R.F ijENVE'
ApprovedIkEV,ILINIVLDDATcomments
BE PT ON JOS
�I\SF.ST
WILL BB MAD&
Archived
❑ QR t® INi gpBCTIO\
Product Manufacturer
Metal Sales Manufacturing Corporation
Address/Phone/Email
545 South 3rd Street, Suite 200
Louisville; KY 40202
(812)218-7342
dstermer@metaisales.us.tom
Authorized Signature
David Stermer THESE PLANS AND ALL PROPOSED WORK
dstermer@metalsales.us.cam ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Technical Representative
MAY BE NECESSARY IN ORDER TO
APPLICABLE CODES.
Address/Phone/Email
COMPLY WITH ALL
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified'By
Sections from the Code
Roofing
Metal Roofing
Evaluation Report from a.Florkla Ma
TENEflI 10PA9TACHMENTS
Florida Professional Engineer IFTHE
❑ Evaluation. Report - Hardcopy Rec
CORD
Bala'Sockalingam CONTRACTOR OF RE
PE-62240
Keystone Certifications, Inc.
12/31/2020
Yoosef Lav, P.E.
2 Validation .Checklist - Hardcopy Received
FL19902 RO COI CertificateIndeoendence odE
Standard
UL 1897
UL 580
Product Approval Method Method 1 Option D
Year
2004
2006
File Copy
Date Submitted 02/13/2016
Date Validated 02118/2016
Date Pending FBC Approval 02/22/2016
Date Approved 04/12/2016
Summary of Products
FL #
Model, Number or Name
Description
19902.1
SV-Crimp
Min. 26 ga., 24" wide through fastened roof panel over min.
15/32" thick plywood deck or 7/16" thick OSB with fasteners
through panel rib.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
EL.19902 RO if Eva luationReoortC2076 1 pdf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam, P.E. 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-172.5
Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 36" D.C.
F! 19902 RO AE EvaluationReoo C 076 1 odf
and 172.5 psf at fastener spacing of 6" o.c.
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO. employer. Copyright 2007-2013--State of Florida.:: Privacy Statement a Accessibility Statement ::Refund Statement
Under Florida law, email addresses'are public records. If you do not want your e-mail address released, in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emalis provided: may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a Iloensee under Chapter 455, F.S., please
click here .
Product Approval Accepts!
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EVALUATION REPORT OF
METAL .SALES MANUFACTURING CORPORATION
`26 GA. SV-CRIMP PANEL'
FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 19902.1
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3r1 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, 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
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
Report No. C2076-1
Date: 2.13.16
FL 19902.1
C2076-1
2.13.16
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
ProductName: 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 at max span of 24"
for new and existing constructions. Designed and installed as per FBC
2014.
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
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: c* =1/2:12 or_greater n_accordance with FBC 2014 Sebtiori ;1507.41.
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.paneI' width _
At intermediate @ IT" 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'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC. 2014 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
computed using rational analysis prepared by a Florida Professional
Engineer orbased 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 2014 Section
FL 19902.1
C2076-1
2.13.16
Page 3 of 3
1505 and current approved roofing materials directory or ASTM
E108/UL790 report from an accredited laboratory for fire ratings of this
product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
PANEL OVERLAP
- 5V-CRDAP
SEE DETAIL 2 -SEE DETAIL 1
FASTE ER AT PANEL �T
REQUIRED FOR PANEL
a
`C
ENDS. ONLY,
a
s
n \
n
MNLWUM ATTACHMENT:
Btl x 2.5' LONG RING SHANK NAIL
FASTENER SPAGNG AS PER
'DESIGN UPLIFT LOAD TABLE
UNDERIAYUENL SHALL BE INSTALLED
AS PER MANUFACTURER'S INSTALLATION
OR 08 x 2" LONG WCOD SCREWS
GUIDELINES
S AEDD O.C. IN THE FIELD
g
AT EDGES
d
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAIL 24" O.C.
o g
TYPICAL PANEL INSTALLATION
X-SECTION
; w�
z �O
@9-I6 OR dIO-14 WOODSCREWS
n
i
SELF SEALING WASHER AT
j
M
MAXIMUM
lAAXIMUM SPACING Of 36' O.C.
p
�
� ¢j� I
n �
SyN
SV-CRIMP
�p
PAIN 26 GA.
w
r..
UNDERIAYMENT J
DETAIL 1
PLYWOOD 15/32K (MIN.)
(� N.)
MTH18 OR
RSEIUNG
W10-14
SELF ASHER ATT�
MAXIMUM SPACING OF 36' D.C.
5V-CRIMP
AIDJ 26 GA.
OSS 7/16- THICK (MIN.) OR
UNOFRLAYMENT
DETAIL 2
PLYWOOD 15/32- THICK (MIN.)
GENERAL NOTES:
d
a §
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
a
FLORIDA BUILDNG CODE (FEC).
a
2 ROOF PANELS SFVlI. BE MIN. 25 GA. (L = 0.0197. EFFECTIVE COVERING
WIDTH OF PANEL - 24".
&
i w
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHNO & STRUCTURE AS
>
gg��
SPECIFIED ON THIS DRAWING.
4. REQUIRED OESIGN WIND.LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
5
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN. THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE N ACCORDANCE WTIH THIS DRAWING & THE FLORIDA
-
BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
RECUIRDIENTS OF THIS DRAWING_ & THE CODE THE CODE SHALL CONTROL.
R, c
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTANO WIND -LOADS AS
REQUIRED. FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
METAL SALES MANUFACTURING CORPORATION
26 GA. 5V-CRIMP PANEL
Design Uplift Loads
Description ,
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psf)
5V-Crimp Panel
Min. 26 ga.
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer_24
6.
172.5 _
9 __
_ 120.0 —
— 72.0
:12
15
_ _ J 18
_ 21
51.4
— -- 45.0
36.0
32.7
30
_
33 _
—� 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 19902.1 and Metal Sales current installation
procedure.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
spcKALI/VG, god
�• .,, %
.� Np 62240
o�
is :a:�
:'o '• STATE OF :• Wo.:
Q;'N 41
sde�
2,13,20��
Bala Sockalingam,.Ph.D., P.E.
FL 62240
oiida Building Code Online _hops://www.floridabu_. ;.org/pr/pr app dti.aspx?paramwGEVX...
;, a Regulation
RECEIVE-0 OCT 12 201� of x
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Ii�7�, i product Aoomval Mer�u:> Product or AnDbcatlon Search > Application Lkt > Application Detal
. FL # -FL16048-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
(201) 842-2449
david.ruiz@trlbuiltmaterialsgr.oup.com
Authorized Signature David Ruiz
davld.ruiz@tribuiltmaterialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
davld.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence 0L16048 R3 COI 2015_01 COI_Nieminen.adf
Referenced Standard and Year (of Standard) Standard
MAE
ASTM D1970
2009
ASTM G155
2005
FRSA/TRI April 2012 (04-12)
2012
TAS 103
1995
File Copy
1 of 2 5/24/2016 9:58 AM
.onda Bull ding Code Online https://wwwfloridabuilding.org/pr/pr app_dd.aspx?paramwGEVX...
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/08/2015
Date Validated
10/19/2015
Date Pending FBC Approval
10/21/2015
Date Approved
12/15/2015
Summary of Products
Model, Number or Name _ Description v~
116048.1 ; TRI-BUILT Roof Underlayments ! Self -adhering, modified bitumen roof underlayments
Limits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/ 45
Other: 1.) The design pressure noted herein pertains to use
of foam -on the systems overtop the self -adhering
underiayment For one particular application. See ER Section
5.6 for details. 2:) Refer to ER Section 5 for other Limits of
Use.
eook
Installation Instructions
FL16048 R3 1I 2015 10 FINAL ER TRI-
BUILT UNDERLAYMENTS FL16048-R3 odf
Verified By: Robert Nieminen PE-59166
Created by Independent Thins Party: Yes
Evaluation Reports
FL16048 R3 AE 2015 10 FINAL ER TRI-
BUILT UNDERLAYMENTS_FL16048-113.Ddf
Created by Independent Third Party: Yes
=04C1i5 :: 1940 North Monroe Street. -MlWhilssee Cr 22399 Phone: 850-487-1874
The State orFlorlda is an.AA/EEO empioyer.'Cgoyaoht 70o7-2Q13.State orfbrfda nacv Statement :: 81Sess6nv Statement t: Renrnd Statement
Under Florida law, email addresses are public records. II you do not want your a -teal address released in response to apubtfc-records request, do not send eledronic
mail to this entity. Instead, contact the office by phone or by traditional maL II you. have any questions, please Contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, rcensees licensed under Chapter 455, F.S. must provide the Department with an emae address r they have
one. The emals.provided maybe used for official communication with the licensee. However email addresses are public rerord. If you do not wish to supply a
personal' address, please provide the Department with an email address which can.be made available to.the pubic Tb determine If you are a licensee under chapter
455, F.S., please click here..
Product Approval Acoeptvs
N I: euEJ
2 of 2 5/24/2016 9:58 AM
t ` i
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certiflcote of Authorization #9503
' RD 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
EVALUATION REPORT FAX: (203) 262-9243
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products 9050 Merrillville,
Louisiana Street FC16048-R3
Date of Issuance:10/25/2012
Merrillville, IN 46410 SCOPE: Revision 3: 10/08/2015
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 5a' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTIONS 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 'Trinity) 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 5.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
tUt4ann,ry� ._-
r Ird
s,xo -37k,60, q i9
4,,Sa" ^•'°
++•.
The was authorized
6 Robert Nieminen.
M++
P.E an 30/ll8/2035. This does not serve asan electronualty signed
n
document. Signed, sealed hardcoples have been transmitted to the
Product IAd
CERTIFICATION OF INDEPENDENCE: pp ova m stratorand to the named client
I. Trinity IERD 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. Trinityl 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
product.
5. 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.
TRINITY . Elite
ROOFING COMPONENT EVALUATION:
I. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the 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
1507.2.4, 1507.2.8,1507.2.9.2,
Physical Properties
ASTM 01970
2009
1507.4.5.1, 1507.5.3, 1507.7.3
1504.6
Accelerated Weathering
ASTM G155
2005
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.6,5.2.1
Physical Properties
TAS 103
1995
I REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40S40.02.13-1
02/19/2013
.ERD (TST6049)
Physical Properties
540546.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
09/04/2015
UL, I.I.C. (QUA9625)
Quality Control
Service Confirmation
Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 Trl-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width.
4.1.2 Tri-Built 5/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tr-t,- ui(t,Smooth_HT_S/A.Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified
bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nierninen, 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 the HVHZ.
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-R3
Cerilfkate ofAuthorization A9503 FL16048-R3
Revision 3:10/08/2015
Page of 5
1 RUNITV ERD
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 AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underiavments ara ne fnunuc•
TABLE 1: ROOF COVER OPTIONS
Underlayment
,Asphalt
Shingles
Nail -On Tile
Foam -On TileUP
Wood Shakes
Slate
&Shingles
Tri-Built Sand-R SA Shingle,
Underlayment
Yes
No
No
No
Yes
Yes
Tri-BuiltS/A HTTU
Yes
Underlayment
Yes
Yes.
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth--
Underlayment .
Yes
No
No
Yes
Yes
L __ I
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
Tri-Built 5/A HTTU Underlayment with 3MTM 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow
TileBond"a Roof Tile Adhesive (FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
r Plywood; ASTM D41 primed plywood; 056; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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 S/A HTTU Underlayment applied to:
➢ Dens Deck Prime; SECU ROCK 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 tile systems, 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 D
or TAS 114, AppendixJ.
5.6.3 Bond to Mechanically Attached Base Laver:
➢ 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, base layer shall be attached
per minimum requirements of FRSA/TRI April 2012 (04-12).
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization #9503 FL16048-R3
Revision 3:10/08/2015
Page 3 of 5
1/
L
6.
TmNlTyr'ER®
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 tile 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 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure = -45 0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM 041
Underlayment: Tri-Buift S/A HT TU Underlayment, self -adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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 Underlayment Tri-Built S A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM 01970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out 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 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. All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques:
When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the
overlap area at the top 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 HTTU Underlayment 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.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design, LLC
Caffficafe of AutharkaHon #sso3 Evaluation Report A42960.10.12-R3
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7. BUILDING PERMIT REQUIREMENTS: T'RINl ERR
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F:A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancelior@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC
iefffflmte ofAuthodzotlon M03
Evaluation Report A42960.10.12•113
FL16o48-R3
Revision 3:10/08f 201s
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