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?SPxtrct Approyal Memr>Pmtl�or AllNicslion Seerch>Aro3i.ation List>Application Detail !
FL# FL14645 112 ,I!
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Application Type Revision (i
Code Version 201.4 !
Application Status Approved
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Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,Suite 200
Louisville,KY 40202
(812)218-7342 i.
dstermer@metalsates.us.com
Authorized Signature David Stermer
dstermer@metaisates,us.com I i
s
Technical Representative
Address/Phone/Email for
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing i
(I
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 Bala Sockalingam
the Evaluation Report I y
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc, {
Quality Assurance Contract Expiration Date- 12/31/2020
Validated By Yoosef Lavi,P.E.
�- Validation Checklist-Hardcopy Received
Certificate of Independence W4645_&2_C
Ol C�iFcatelr de an n !ce'�df
Referenced Standard and Year(of Standard) Standard I Year
FM 4470101992
TAS 125 2003
UL 1897 I 1998
UL 1897 2004
UL$80 1; 1994
UL 580 �i 2005
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Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14645 R2 Eauly Test u ay tesi0?r Ut.odf
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 03/31/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
Date Approved 06/23/2015
Summary of Products
FL#. Model,Number or Name Description I
14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof
panel over min.19/32"thick plywood deck.
Limits of.Use Installation Instructions
Approved for use in HVHZ:No FL14645 k2 11cvaluatsanRe I rt[2G1g LW
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by in,ependent Third'Party:Yes
Design Pressure:+N/A/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL145 z9 AE EvaluaboaR II C201n i.rdf
and 86.0 psf at fastener spacing of 12"O.C. Created by Independent Third Party:Yes
14645.2 5V-Crimp Min.26 ga.,24 wide through fasiened roof panel over min.
19/32"thick plywood deck with!fasteners through panel flat.
Limits of Use Installation Instructions '!ij'
Approved for use in HVHZ:No rL146'?5 k2 IEV-luationR o rFC 01 2,pdj
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by-Independent Third Party:Yes
Design Pressure:+N/A/-149:6 Evaluation Reports �!
Other:Uplift load of 8.4.5 psf,at fastener spacing of 24" F1.146 45 R2 AE Evaluationfiel2ortC2010 2 pdf
o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by,independent Third Party:Yes
at fastener spacing of.12"o.c.
_ r
14645.3 5V-Crimp. Min.26 ga.;24"wide through fastened roof panel over mina
19/32"thick plywood deck witOFasteners through panel rib.
Limits of Use Installation.instructions
Approved.for use In HVHZ:No FL14645 R 11 EvaicetianRe ,02010 3.ndf
Approved for use'outside HVHZ:Yes Verified By.:Bala 5ockalingam.P.E 62240
Empait Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-196.75 Evaluaiion.Reports j'
Other:Uplift load of 41.6 psf at fastener spacing of 36" -L14 v�,_R2 AE Evaluat: nRgg.. rtC0 3.odf'
o.c,,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes
at fastener spacing of 8"o.c.
14645.4 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 FL14645 Pit 7I Evaivati01g lrtC2010 4.2df
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant;N/A Created by IndependentThird�Party:Yes
Design Pressured+N/A/-172.5 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL1464S R7 AF EvaluatiQnRe aprtC2010 4.pdf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third.Party:Yes
14645.5 Aluminum Classic Rib Nom.0.032"thick, 36"wide,aluminum through fastened
roof panel over mina 15/32"thick plywood deck or 7/16"
thick OSB. I°
Limits of Use Installation.Instructions j
Approved for use in HVHZ:No Gt FLn 11 2 ?I EvaluationR;?iib'ttC201. _5p r
,Approved for.use outside HVHZ:Yes Verified.By;,Bala Sockalingam;PE 62240
Impact Resistant:N/A. Created by Independent Third Party:Yes
Design Pressure:+N/A/-120 Evaluation Reports I
Other:Uplift load of 30 psf at fastener spacing of 36"o.c. ELi 5645 2 A- Ev'luat nRep�ortC2ol0 5 odf
and 120 psf at fastener:spacing of.6"o.c. Created by Independent Third Party:Yes
14645.6- Aluminum Vertical Seam Nom.0.032"thick, 16"wide,aluminum standing seam roof
panel over min.15/32"thick plywood deck or 7/16"thick
OSB.
Limits of Use. Installation Instructions
Approved for use in HVHZ:No &J464 I'
5t2 II EvaivatianRpgpr 7016.ocif
Approved for,use outside HVHZ:Yes Verified By:Bala Sockalingam,PE 62240
Impact Resistant.,N/A Created by Independent Third Party.,Yes
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Design Pressure:+N/A/-97.05 Evaluation Reports'
Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., Flu7 4645 aluatioriRe_b�_2C
JjQ 6.ndf
71.0 psf at clipspacing of 12"o.c.and 97:05 psf at clip Created by Independent Third, arty:Yes
spacing of 12"o.c.with sidelap adhesive. )
14645.7 Aluminum Vertical Seam Nom.0.032"thick, 16"wide,aluminum standing seam roof
panel over min. 19/32"thick plywood deck
Limits of Use 'Installation•Instructions 1111,:
Approved for use in HVHZ:No F1.14645 11 11 Evalu tion. opSirtC 010 7�c�f
Approved for use outside HVHZ:Yes Verified By:Bala Sockaiingam`PE 62240
Impact Resistant:N/A Created by Independent Third'Party:Yes
Design Pressure:+N/A/-162.0 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., FL14645 R7 Ari EvaluationRet gvrtr"2010 7.arlf
100.2 psf at clip spacing of 12"o.c.and 162.0 psf at clip Created by Independent Third,Party:Yes
spacing of 12"o.c,with support strap,
14645.8 Classic Rib Min. 26 ga.,36"wide through fastened roof panel.over min.
19/32'thick plywood deck.
Limits of Use Installation Instructions
,Approved for use in HVHZ:No FL14645 R2 11 EvatuannnReportC2010 S.Gdf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam,•PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-133.9 Evaluation.Reports
Other:Uplift load of 74.8 psf at fastener spacing of 36" Fl-14645 R3.'AE EvaluatlonRgfiaaM010 3.odf
o.c.,92.3 psf at fastener spacing of 24"o.c.and 133.9 psf Created by Independent Third Darty:Yes
at fastener spacing of 18"o.c.
14645.9 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
"
7/16thick OSB deck
_
Limits of Use Installation Instructions
Approved for usein HVHZ:No FL14645 R2 Lt_Evalg Fo e (;rtuolg 9.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockaiingam PE 62240
Impact Resistant:N/A Created by Independent Third.Party:Yes
Design Pressure:+N/A/-135.0 Evaluation Reports I I
Other:Uplift load of 45 psf at fastener spacing of 24"o.c. FL14645 R2 AE EvaluatlonRe'ortC2010 9.ad
and.135 psf at fastener spacing of 6"o.c. Created by Independent ThirdlParty:Yes
14645.10 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use installation Instructions
Approved for use in HVHZ:No FL14645 R2 11 FyaluatiortReg�rrtC2o1G 10.pdf
Approved for use outside HVHZ:Yes, Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-138.5 Evaluation.Reports
Other:Uplift loan of 68.4 psf at fastener spacing of 24"o.c. FL14645 R2 AE Eyalua ionR 'Porto?0 'D 10.Rdf
and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third arty:Yes
14645.11 Image II Min.26 ga., 16"wide concealed.fastened roof panel over
min. 15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2'tI EvaluationReoopgg 010 11„pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,PE 62240
Impact Resistant:N/A Created by Independent Third' arty:Yes
Design Pressure:+N/A/-86.55 Evaluation Reports �!
Other:Uplift load of 20.75 psf at fastener spacing of 24" FL14645 R2 AE E%;aluat1onRenortC2Q1Q 11.pdf
o.c.,63.50 psf at fastener spacing of 6"o.c.and 86.55 psf Created by Independent Third arty:Yes
at fastener spacing of 6"o.c.with sideiap adhesive. J114645.12 PBR-Panel or R-Panel Min.26 ga.,.36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions ,
Approved for use in HVHZ:No FL14645 R2 11 EvaivatlonRepnrtC2010 12.pdf
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam•PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/Al-131.0 Evaluation Reports ".f
Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL.I,4645 �,A;�luationRel 0b2070 12,,)d
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third party:Yes
14645.13 Pro-Panel II Min. 29 ga.,36"wide through fastened roof panel over min.
15/32-thick plywood deck. �.
Limits of Use Installation Instructions f
Approved for use in HVHZ:No FL14645• R jI_ valCia n{2e or. JQ_j 3 pd
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-71.5 Evaluation Reports I•
Other:Uplift load of 41.6 psf at fastener spacing of 24"o.c. FL14645 R2 AE Eyaiuz ion e I prt 010 13-pdf
and 71.5 psf at fastener spacing of 12"ox. Created by Independent Third"Party:Yes
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Contact Us:;1940 With Monroe Street.Tallahassee FL 32399 Phare:650-487-1824.
The Stam of Florida Is an AAlEEO employer.Coiwnaht 2007-2013 State of Florida.::Pdvaev Statement::Aaessibil[(y�Smtemeni::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a
ctrorac 'public-records request,do rot send
elemad m th
this entity.Instead,contact e office by phone or by traditional mail.If you have any qucsbons,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 emails provided may be used for official communication with the licensee,However mail addresses are pudic record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be mace available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dick here.
Product Approval Accepts:
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EVALUATION REPORT OF
j�
METAL SALES MANUFACTURING CORPORATIONii;
`26 GA.IMAGE II PANEL' i
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FLORIDA BUILDING CODE 5T" EDITION (2014)
FLORIDA PRODUCT APPROVAL 1
FL 14645.11-R2
ROOFING
METAL ROOFING
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Prepared For:
Metal Sales Manufacturing Corporation �!
545 South 3rd Street,Suite 200 j
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502) 8554290.
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Prepared BY: It
Bala Sockalingam,,,Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106 t
Telephone: (918)492-5992-
FAX:
42-5492FAX: (866)366-1543
�j
This report consists of
Evaluation Report (3 Pages including cover) ;!
Installation Details (1 Page) vaet�aHap+arxg��
50
�1.
T`t�`' •,���E iW`�c�',may�°�•
NO g22 40
Report No. C2010-11. :p=„!'�STATr pF .: �=
Date: 3.27,15 r�,nfi ,� ev,b
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I FL 14645.11-R2
C2010-11
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation i!
Product Name: Image it
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Panel Description: Max. 16"wide coverage with V high ribs
C
Materials: Min. 26 ga., 50 ksi steel Galvanized coated steel,(ASTM AG53) or
Galvalume coated steel (ASTM A792)or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick Plywood for new and
11
existing constructions. Designed and installed as per,FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges
New Underlayment: Minimum Underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
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Slope: 2:.12 or greater in accordance with FBC 2014 Section 1507.4.2
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Allowable Uplift Load: 20.75 psf @ fastener spacing of 24" o.c
(Factor of Safety=2) 63.50 psf @ fastener spacing of 6" o.c i
86.55 psf @ fastener spacing of 6" ox with 3/8",,bead adhesive in
panel:sidelapI'1
Fastener Pattern: #10 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a mmlmum'of/".
Sidelap Adhesive: Schnee-Morehead SM7108 Permathane adhesive 1j
Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) ,`Uplift
Resistance of Roof Assemblies' & UL1897798 `Uplift Tests for Roof
Covering Systems'.
Code Compliance: The product described herein has demonstrated coT' pliance 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 usirf" allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable,!in High Velocity
Hurricane Zone. Fire classification is not witl in scope of this
Evaluation Report. Refer to FBC 2014 Section,],,1505- and current
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FL 14645.11-R2
C2010-11
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents; UL580/UL1997 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T176-11,Reporting Date 4/26/11
Project No..T260-11,Reporting Date 8/15/11
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04sH W: (KOip R'
EXISTING SHINGLES L(REQUIRFD
DERLAYMENT
SEE DETAIL 1-1 (OPTIONAL) ONLY FOR I MAX. I6" PANEL FASTENER o' �
ROOF PANEL �� STRUCTION) SPACING PER ALLOWABLE
/ PRESSURE TABLE. S
n
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/ n MINIMUM ATTACHMENT: \—OSB 7/16- THICK (MIN.) OR
EXISTING UNDERLAYMENT 8d x 2.5" LONG RING SHANK NAIL PLYWOOD 15/32" THICK (MIN.)
(OPTIONAL} OR #8 x 2" LONG WOOD SCREWS
_ m
- -- - -
"MIN .=2X=W000-RP.FTER%JOIST/—=
ii
EXTERIOR RESEARCH&DESIGN,I.I.C.
p Certificate of Authorization#9503
T��IN
� j E�® 353 CHRISTIAN STREET,UNIT#13
OXFORD,;CT 06478
i`; PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT j
Allied Building.Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products F1.16048-113
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 j Revision 3: 10/08/2015
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 .5u' Edition (2014) Florida Building Code
sections noted herein..
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Qual'ii j/ Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
TH
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 ofthis 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 S.
Prepared by:
Robert J.M.Nieminen,P.E. t•,,s�:;;•; t ThefacsimilesealappearingwasauthorizedbyFlobertNieminen,
P.E.on 10 Nig
/OB/2015:�This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD does,not have, nor does it intend to acquire or will it acquire, a financial interest inany 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
product.
5. 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.
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TRINI
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing i
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.D1970 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 .'�j 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540:02.13-1 1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540:03.14 03/26/2014
ERD(TST6049) Physical Properties. 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870:04.14-1 ;' 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 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 ,Id 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814,; 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-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 S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HTS/A Underlayment is a self-adhering,glass-mat reinforced;film-surfaced,SBS modified
bitumen roof underlayment.
S. LIMITATIONS: I'I
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, RE: are, in any way, the
Desi ner of Record for an II
g y 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 !At Roofing Materials
Directory for fire ratings of this product.
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Exterior Research and Design,I.I.C. E4aluatlon Repprt A42960.10.12-R3
Certificate of Authorization 119503 ! FL36048-R3
Revision 3:10/08/2015
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1 �TRINB°TY ER®
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 underlayments are as follows:
TABLE 1 ROOF COVER;OPTIONS ¢• `
Underlayment Asphalt Wood Shakes
Nall-On Tile• Foam-On Tile Metal Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved.the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided. d!''
➢ Tri-Built S/A HT TU Underlayment with 31VI'"'2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBond"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: I'
➢ Plywood; ASTM D41 primed plywood; OSB; 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 prio. , to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU 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 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,Appendix J.
5.6.3 Bond to Mechanically Attached Base Layer:
➢ ASTM D226,Type.I or 11 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).
is
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R3
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5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications:,I 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 loadl resistance based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2i(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 AH1.
Primer: (Optional)ASTM'D41
Underlayment: Tri-Built S/A;HT TU Underlayment,self-adhered. ;I
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.
6. INSTALLATION: I'
6.1 TRI-BUILT Roof Underlayments shall be. installed in.accordance with TRI'IBUILT°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, andcheck for protruding nail heads. Sweep the substrate thoroughly
to,remove any dust and debrisprior 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 D1970 u'riderlayment 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 parr 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 sealedusing 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 Aoplications(Tri-Built S/A HTTU 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.
Tile shall be, loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,I.I.C. Evaluation Report A42960.20.12-R3
Certificate of Authorization N9Sb3 l;, F1.16048-113
Revision 3:10/08/2015
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TRINITY 1 ESD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order toproperly evaluate the installation of
this product.
8. MANUFACTURING PLANTS::
Contact the noted QA agency for informationon product locations covered for'F.A.C.Rule 9N-3 QA requirements.
9.. QUALITY ASSURANCE ENTIIX:
UL,LLC-QUA9625;(314)578-3406;k.chancellor@us.ul.com
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-END OF EVALUATION.REPORT- !!
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Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
certificate of Authorization#9503 F1.16048-0
Revision 3:10/08/2015
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