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USE>yrr,, -A '1—ttw, u.:t,>aZzL�>Application Detail
FL# FL14645-R2
Application Type Revision
Code Version @ ] fJ 4P2 Y
Application Status ��l pr`bve
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,Suite 200
Louisville,KY 40202
(812)218-7342
dstermer@metalsa les.us.cam
Authorized Signature David Stermer
dstermer@metaisales.us.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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
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 'r 14645 R7COI Se �I teind gnd+ance.ndf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 1992
TAS 125 2003
UL 1897 1998
UL 1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
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
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 EyL4�L4�_R2 11 Eva+uationRsportC2010 l,ndf
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/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at-fastener spacing of 36"o.c. FL14645 RZ AE Evalua is ReooriC2010 i.odf
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 fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel flat.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 It EvatuationkepertC2010 2.Adf
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 84.5 psf at fastener spacing of 24" FL14645.R2 SE, EvaluationRnoortC2010 2-odf.
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.
14645.3 SV-Crimp Min. 26 ga.,24"wide through fastened roof panel over min.
19/32`thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use'in HVHZ:No FL14645 R2 Il EvaluationReportC2010 3,gdd
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/-196.75 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 36" F1.14645 R Z ALF•aluation ftnoitC2010 3.2sff
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.
15132"thick plywood deck or 7/16"thick OSB with fasteners
through panel riff:
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 It Fval tyg,ionge.go 0 4.oaf
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/-172.5 Evaluation Reports.
Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. 0-1-46-4-5-R2 AE Eva1uationRep2rtC2010 4.odf
and 172.5 psf at fastener spacing of 6"ox. Created by independent Third Party:Yes
14645.5 Aluminum Classic Rib Nom:0.032"thick,36"wide,aluminum through 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 FL34G}5,P2 I1 Ey"Siocgppp�4201g 5.r�df
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
Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluaggnReoortC2010 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 Et 1464 Rti [3 Evaluation_eportC 010 6,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/-97.05 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., FLj_4§fit R' = 4vaivatianReoor.C2010 6.odfi
71.0 psf at clip spacing of 12"o.c.and 97.05 psf at clip Created by Independent Third Party: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
Approved for use in HVHZ:No Ft.14645 R2 11 EvaluaLion Rr�gartC2010 7.0
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/-162.0 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., FL LL4�45 Rl AE EpaluationReno t 'O10 7_Qdf
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 FLI4645 R2 II EvaluatlonReaartCsS�3Q 8,2
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" EL 464_5-� AE Evaluatiq11111 O1Q 5.rgf
o.c.,92.3 psf at fastener spacing of 24"o.c.and 133.9 psf at Created by Independent Third Party:Yes
fastener spacing of 18"o.c.
14445.9 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
14645.9 rcla
7/16"thick OSB deck
Limits of Use Installation Instructions
Approved for use In HVHZ:No E, 454`?__ ?-1 va!p,rlaLf?yRoCtS1n Do
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/-135.0 Evaluation.Reports
Other:Uplift load of 45 psf at fastener spacing of 24"o.c. &14545 .2.. vc�1s!3 i.ISL R2LIC,��}.0 9.Rc
and 135 psf at fastener spacing of 6"o.c. Created by Independent Third Party: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 Ft1464; R2 11 Eva1uatronRenar1C2010 10,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/-138.5 Evaluation Reports
Other:Uplift load of 68.4 psf at fastener spacing of 24"o.c. F114645 R2 AE EvaluatigrlReporSC?0 0 SO,pdf
and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
14645.11 Image I1 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 F4g3�RIvitftRsllirt00_ lplf
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/-86.55 Evaluation Reports
Other:Uplift load of 20.75 psf at fastener spacing of 24" FL14645 R2 AE EvaluahoEje arCC2010 7 1.odf
o.c.,63.50 psf at fastener spacing of 6"o.c.and 86.55 psf at Created by Independent Third Party:Yes
fastener spacing of 6"o.c.with sidelap adhesive.
14645.12 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 FL 14645 P,2 tI FvaluatigauC2010 12 adf
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/-131.0 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R2 AE E%aluationRe x rtC2010 1 2 pdf
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
,Approved for use in HVHZ:No _, ' i Fv.tuaian� P &apq-E�C2 10_13,.p
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
Other:Uplift load of 41.6 psf at fastener spacing of 24"o.c. 45 R2 A EvaluathZl gg1 2410 13.odf
and 71.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
. track Next -
Contact Us::2601 blMr Sterno Road,Tana asx�Fl 32399 Phone:850-487-Lila
The State of Florida is an A4/EEO employer.Cauwnotrt 2007-2013-SEate.of Florida.::PriVacv Statement::�r<,,_essibtiKy Statement;:.Returd Statement
Under Florida law,email addresses are public records,if you do not want your e-mail Addnas.reteased in response to a public-records request,donot send electronic
mail to this entity.Instead,contact the of oe by phone or by trsddional mail.If you have any,questions,rlaam contact 850.487.1395.•Pumuant to Section 455:275
(1),!Florida Statutes,'effective October 1,2012,lir.Anseas licensed under Chapter 455,F.S.must provide the Department with an email addreiz if they tim ram.The
smalls prcMded may be used flu 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 W made available to the public.Tc determine if you are a licensee under Chapter 455,F;S.,0iease-
. - elide hem.
Product Approval Accepts:.
C"H7C Arai
Safe
EVALUATION REPORT OF
METAL SALES'MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5"11 EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 31d Street,Suite 200
Louisville, ICY 40202
Telephone: (502) 8554300
Fax: (502)8554290
Prepared By:
Bala Sockalinl;am,Ph.D.. P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (9.18)493-3568
This report consists of
Evaluation Report (3 Pages including,cover)
Installation Details(1 Page) `t►� cratl�
,50CKA
q No 02240
p
Report No. 020104 STATE OF
Date: 3.27.1 a
u
FL 14645.4-R2
C2010-4
3.27,15
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 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: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2.
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.Pattem:
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 @ 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'.
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 7-1.0 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
approved roofing materials directory or ASTM E l 08/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 14645.4-R2
C2010-4
3.27.15
Page 3 of 3
Supporting Documents: UL580& 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01,Reporting Date 9/20/13
4
baa p n.
PANEL OVERLAP
5V-CP.IIJF �lsmu
SEE DETAIL 2 / SEE DETAIL t FASTENER AT RPL N" FLAT
REQUIRED FOR PANEL
€NPS ONLY.
/A a .
MiN'J1UM ATTACHMEENT PRESS RE TABLE:PER ALLDIYABIF
PRESSURE TABLE:
C`i THISSHEET.
Ba■25'LONG RING SHANK NAL. ))
UNOERU.YNENT SHALL RE ItTALLED OR J8 v 2'LONG WOOD SCREWS / k
AS PER MMiuFACTURER's MSTALIATWN SPACED"®.6'O.C.IN THE FIELD /
GUIDELINES I I &AT EDGES 9
MIN. 2X-.WOOD RAFTER/JOIST%
TRUSS AT MAX, 24'O.C. a
TYPICAL PANEL INSTALLATION X-SECTION
V10C 0
€6-16 OR PLD-14 WOODSCRCWS DESIGN UPLIFT PRESSURE G
NTNi SELF SEAIRC%vASNER AT - n
WAMUM SPACING OF 36'G.C. FASTENERa
SPACING PRcS.SURE
(IN}
�— 5V-CRIMP »�
MIN 26 GA 36
jj
' 6 1725
� 5
NCS FP�NOIES z a .
V t,ARCHITECTURAL ROOF PANEL HAS-cEEN Cc.'"�.GNEi IN ACCCRCRYCE Y.TiH THE a
D
Uk0ERL4YMENi J ? FLORIDA BU .N.I;DfNG CODE(f6c). - �` jB0
OSB 7,116'THICK.(MINK)OR 2.ROOF PANELS,SHALL BE M 26 GA(1=0.0101-EFFECTIVE COVERING M
DETAIL 1 PLYROOD I5/32"TFitCK(IJIN.) ROM OF PANEL- 24.
3.THE ROOF PANELS SHALLBE INSTALLED OYER SHEAIM>G&STRUCTURE AS $g
i SPECIFIED ON iHS DRAW.
¢ UBS
4.REQUIRED DESIGN WNTI LOADS SHA1 BE DETERMINED FOR EACH PROTECT, THIS 3-S�+91
pS-16 OR(10-14 YAOOUSCREWS PANEL SYSIEM UAY NOT BE INSTALLED".EN 7HE REQUIRED DESIGN W1N'D LOADS SFT
WITH SELF SEALING WASH-7',AT ARE GREATER.THAN THE DESIGN UPLIFT PRE55URLS SPEC19ED ON THS DRAW143.
MAIOMUM SPACING OF 36"O.C. 5.ALL FASTENERS DUST BE RT ACCORDANCE WTRL FES DRAWING at THE FLORIDA
BULDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MININUM
REQUIREMENTS OF THIS DRAWING 14 THE,CODE, THE CODE SIWLL CONTROL. U
SY-CRIlAP 6.RAFTERS/JOISTS//r USSCS OUST BE DESIGNED TO WITHSTAND NDS 1ND LOAIS
MIN 26 GA REQUIRED FOR EACH APPLICATION AND ARE I)iE RESP0.YSIBIUTY OF OTHERS.
LS
UNDER.AYMENT Y
OSB 7/16THICK
I (MIN,)OR - 2010-4-
DETAIL 2 PLYWOOD './37'RICK(UfN.) y
orida Building`'ode Online https://wwwfloridabuilding.org/pr/pr_app Oti.aspx?parani=wGEVX...
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8CIS Home Log in User Registration Not 7bpics SbbmR Surcharge Stats&Fads Publications FBC Staff SCIS Site Map Units Search
Businessrl'�
Professional 1 j USER'.Public uct �;oval
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1 is FL# Ft1604$-R3 \✓
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Emali 9050 Louisiana Street
Merrillville,1N 46410
(201)842-2449
david.ruin@tribuiltmaterialsgroup.com
Authorized Signature David Ruiz
david.raiz@tribuiitmaterialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, N3 07073
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.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 Nieminen
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 FLI604$ R3 CQIZQ1501 COI Nieminen. df
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
1 of 2 5/24/2016 9:58 AM
r
arida Building Code Online https://www.floridabuilding.org/pr/pr app dd.aspx?param=wGEVX...
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_.__..__.__._.
FL# Model,Number or Name ;Description
16048.1 i TRI-BUILT Roof Underlayments ;Self-adhering,modified bitumen roof underlayments
Limits of use I Installation instructions i
Approved for use in HVHZ:No FL16048_g3 II 2015 10 FINAL ER TRI-
;
Approved for use outside HVHZ:Yes !B_UILT UNDERLA(MENTS FL16048-R3_.pdf j
impact Resistant:N/A j Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-45 Created by Independent Third Party:Yes j
Other: 1.)The design pressure noted herein pertains to use i Evaluation Reports
of foam-on tile systems overtop the self-adhering FL 16048 R3 AE 2 — 1 FINAL ER TRI- I
i underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R3.pdf
5.6 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes i
Use.
sack F—j
ContacLU5::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1924
The State of Florida Is an A4/EEO employer.Coovrlobt 2007-2013 State of Florida.::Privacy statement:;ArCessb/tr Statement::Reftmd 5atC=(jt
Under Fbrfda taw,emal addresses are pudic records.If you do not want your a-mal address released In response to a public-records;request,do not send electronic
mat to this enmy.instead,contact the office by phone or by traditional mal.@ 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.B.must provide the Department with an email address r they have
one.The emals provided may be used for official communication with the licensee.However emal addresses are public record.9 you do not wish to supply a
personal address,please provide the Department with an emal address which can be made avallatle to the public.7b determine If you are a licensee under Chapter
455,F.S.,please dick_here.
Product Approval AcceptS:
Cas¢ Im
,vetirli\tic:,hi.,
of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,LLC,
Certificate of Authorization#9503
TRINB ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.30.12-R3
dba TRI-BUILT Roofing Products FL36048-113
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 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 5t' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayrnents
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTiNLIEDCOMPLIANCE: 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 I 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 S.
Prepared by: ttttt!rn,r
�d�p;:�,�^•E�F:. .ice'•
'y.-5-:.� 6F,;•tri'':
Robertl.M.Nieminen P.E. '•�:cS The facsimile seal appearing was authorized by RobertNfeminen.
�..�``• P.E.on 10/08/201S.This does not serve as an electronicalty signed
Florida Registration No.59166, Florida DCA ANE1983 document.signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named dent
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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
product.
5. This is a building code evaluation. Neither Trinity lERD 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.
TRINITYIERD
ROOFING COMPONENT EVALUATION:
1. 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 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 1995
3. REFERENCES:
Entftv Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 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 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-113 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 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,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 5/A HT TU Underlayment Is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT SIA 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 Trinity I 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.
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.
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T I IT`S 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 Nall-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-11 SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
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 tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
r 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:
Y 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 prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
r 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 the 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 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).
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TINI-FY 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 D41
Underlayment: Tri-Built 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.
6. 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 SIA HT TU Underlayment or Tri-Built Smooth HT SIA
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 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,U.C. Evaluation Report A42960.10.1Z-R3
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TRINITYERD
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:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 CA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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