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t'roi}1ct rnar<,•rnt e4,rn >pn,C+ or Ar1y,,,-4g0n Saarrl ,n i tst a Application Detail
I
c " FL# FL14645-112
• Application Type Revision -
Code Version 2014
Application Status Approved
Comments Ila
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Emall 545 South 3rd Street,Suite 200
Louisville,KY 40202
(812)218-7342
dstermer@ metalsales.us.com
Authorized Signature David Stermer
dstermer@metalsales.us.com�A(ZAMPG
Technical Representative ST._LUCi� DIVISION
Address/Phone/Email REVIEWED FOR 0 LIANCE
D
REVIEWED W
Quality Assurance Representative DATE
Address/Phone/Email FLANS 5 PERWT MUST BE kaP ON.1OB
OR NO INSPECTION WILL BE MADE.
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 EL149!LS R2 COT Certifi. t 4Pr,,a�i of-=f
+� Referenced Standard and Year(of Standard) Standard Year
FM 4470 1992
TAS 125 2003
UL 1897 1998
i UL1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
htip://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016
Florida Building Code Online Page 2,of 4
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 FL14V S R2 II Eva luationRengltC2010 1.odf
Approved for use outside HVHZ:Yes Verified By:Baia 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. OF 46!L ,P2 AU Evaluati rtC2010 1 ndf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
14645.2• SV-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 Fl 1�4EaS R? 1I Ev to is r C'� 1I
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" FLI�645 R2 A 2.12df
o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Parry.: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 FL 1464� 92 11 _valuat3anRe ol,rtC'_010 3 odf
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" E(14 64 R A Fvalga gytRfl jortC 010 P
o.c.,74.8,psf at fastener spacing of 16"o.c.and 196.75 psf Createdby1ndependent 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 rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R2 It Evalua o ei� rtC2010 4f
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"ox, E 14645 ------------ :gdf
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 min.15/32"thick plywood deck or 7/16"
thick OSS,
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL�45 g. ..t7 E av luat's�nRf OprtC2r31[I S. tf
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. E 1.14645 A2 AE Evalu4tior1ReaortQ010 5 adf
and 120 Psf,at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.6. Aluminum Vertical Seam Nom.b.03Z'thick,16"wide,aluminum standing seam roof
panel over min.1S132"thick plywood deck or 7/16"thick
OSB.
Limits of use Installation Instructions
Approved for use In HVHZ:No FL1464S R2 iI EyaiyaU4nReoortC 0j0 6 rWf
Approved for,use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app dtl.aspr•?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016
f ,
Florida Building Code Online Tage 3 of 4
Design Pressure:+N/A/-97.05 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., EL14645 R?„AF waluatio�ReoartC2010 r.ndf
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 Alum(num 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 FFLIAW R2 l Evaluatiorlf�a rr 10 g f
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:Upiiftload of 41.55 psf at clip spacing of 36"o,c., FL11645 RZ AP Eval Caton?&,,,sue. rtC 010 7.adf
100.2 psf at clip spacing of 12"o.c,and 162.0 psf at clip Created by Independent-Third Parry:Yes
spacing of 22"o.c.with support strap.
14645.8 Classic Rib Min.26 ga.,36"wide through fastened roof panel over min.
19132"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No F04645 R:. II Evalua5anjteoertC2010 &.pcff
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" 1704645}32 AE EvaivationRgg����zoxo &.p (
o.c.,92.1 psf at fastener spacing of 24"o.c.and 133.9 psf Created by Independent Third Party:Yes
at fastener spacing of 18"o.c.
14645.9 Classic Rib Min.29 ga.,36"wide through fastened roof panel over min.
7/16"thick OSB deck
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI_645,, RZ_U_Evalu tionReoortC2010 9 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/-135.0 Evaluation.Reports
Other:Uplift load,of 45 psf at fastener spacing of 24"O.C. FL14645.R2 Ac Ey1�1 atl egor 10 ,�f
and 135 psf at fastener spacing of 6"ox, 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 FL14(5 S R" II E,valuasionReport=10 10 plf
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. �L} 645 R2 A)_ Val Jong r LQ iD.pa>
and'138.5 psf at fastener spacing of 12"o,c. Created by Independent Third.Party:Yes
14645.11 :Image II Min.26 ga.,W'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 122 IT EvaluationReportC2010 11,adf
Approved for use outside HVHZ:Yes Verified By:Baia 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" F_L14645 R2 AE Evaluation RevortC2010 1 k.
o.c.,,63.50 psf at fastener spacing of 6"O.C.and 86.55 psf Created by Independent Third Party:Yes '
at 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 F1,14545 R2 iI E valuationFtrrmrtC2010 12 Dd
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/431.0 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. 2�6a_, _i�2 Al_ vaLutar�gg}Io t�2010 1Tcif
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.13 Pro-Panel fI 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 F1.144 _R t va❑ ti ,rig R ICI 13.�e9r
{ 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. FL14645 R2 AE EvaluationRenartC 01 _ dr
and 71.5 psf at fastener-spacing of 12"o.c. Created by Independent Third Party:Yes
http://-*vw%v.floridabuil.ding.org/pr/pr app_dtl.aspx?param=,*vGEVXQwtDgsw8ZVNfeSA7... 4/25/2016
i
.Florida Building Code Online 4 Page 4 of 4
gxrk fYpfl
Contact Us::1940 W!Th Monroe Stm-t Taltahauan FL 22399 P1+one:g5Q_.48]-1 2i
The State of Florida is an AA/ECO employer,0onymohl:220()j•201 3 State of Florida.rt Privacy 5 at=nt::A�v+c„�„Sifrrty Ktatpmant:;Rpf,tindsmtnnwnt
Under FFanda taw,email addnmsds am public records,If you do not want your e-mail address released in rerpa*seto a publx-records reqrest,do not seal
electronic mail to thls entity.Instead,contact the office by dune or by trad banal mail.If you have any questions,please contact 950AS7.1395.•pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,.1icansees licanw7 carder Ctiaptar 455,F.S.must provide the Department with an email address if
they have one.The entrails provided may be used for official a ommunieation with the licensao,ttowovec(hall addresses are pUblic record.If you do,not Wish to
supply a permnal address,Please provide the DepartnmsR with an email address which can be made aveilaWs to the puWle.To determine it you are a Gtonse3e under
Chapter 45Si F.S.,Please dick b4&.
PrrooductrrA—ppp-roval Accepts:
}�^ -1 Ea .
k•,;nritrxrrurt:
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` http://w«nv.floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 4/25/2016
i
EVALUATION REPORT OF.
METAL SALES MANUFACTURING CORPORATION
`26 GA. IMAGE II PANEL'
FLORIDA BUILDING CODE 5''" EDITION(2014)
FLORIDA PRODUCT APPROVAL
FL 14645.11-112
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 8554300
Fax: (502) 855-4290
Prepared By:,
Bala Sockalingarn, Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1.Page)
No 62240 �
e
ZZ
r
Report No. C2010-11 p�.. STATE pR
Date: 3.27.15 ��:�� O Q�.••$�e
r R1 N d
1 � G abL
i
FL 14645.11-R2
C201041
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image II
Panel Description: Max. 16"wide coverage with I" 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 for new and
existing constructions. Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank »ails 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.
Slope: 2:12 or greater in accordance with FBC 2614 Section 1507.4.2
Allowable Uplift Load: 20.75 psf @ fastener spacing of 24" o.c
(Factor of Safety=2) 63.50 psf n fastener spacing of 6" o.c
86.55 psf @ fastener, spacing of 6" o.c with 3/8" bead adhesive in
panel.sidelap
Fastener Pattern: #10 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of/".
Sidelap Adhesive: Schnee-Morehead SM7108 Permatlnane adhesive
Test,Standards: Roof assembly,tested in accordance with UL580-94 (Rev 98) `Uplift
Resistance. of Roof Assemblies' & UL1897-98 `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. This evaluation report is not applicable in High Velocity
j Hurricane Zone. Fire .classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
i
r
FL 14645.1.1-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/UL 1897 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
EXISTING SHINGLES- _ NEW UNDERLAYMENT ROOF PANELoio ns.
SEE DETAIL I (OPR (REQUIRED
ONAL) (REQED-ONLY FOR_
- - y/tsna
I NEW CONSTRUCTION) MAX.• 16" PANEL FASTENER
V SPACING PER ALLOWABLE a
PRESSURE TABLE,
tl
77
MINIMUM ATTACHMENT: �OSB 7/16"'THICK(MIN.) OR
EXISTING UNOERIAYMENT Bd x 2.5" LONG RING SHANK NAIL PLYWOOD 15/32' THICK (MIN.)
(OPTIONAL) OR #8 x 2' LONG WOOD SCREWS
MIN. 2X_ WOOD RAFTER/JOIST/ SPACED 0 6" O.C. IN THE FIELD &
TRUSS AT MAX. 24' O.C. AT EDGES
FASTENING PATTERN 1
EXISTING SHINGLES NEW UNDERLAYMENT
SEE DETAIL 2 (OPTIONAL) (REQUIRED ONLY FOR ADHESIVE IN THE PANEL FASTENER o o J
NEW CONSTRUCTION SPACAG'PER ALLOWABLE
ROOF PANEL 1 \ ) PANEL 51DELAP o N
PRESSURE TABLE. zWoo
.CN
o
_ V M
OWN
OSB 7/16'THICK.(MIN.) OR ��m
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PLYWOOD I5/32 THICK (MIN.) 'sN
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL S�uaT
MIN. 2X_ WOOD.RAFTER/JOIST/ OR #8 x 2' LONG WOOD SCREWS 00
TRUSS AT MAX. 24' O.C. SPACED 0 6' O.C. IN THE FIELD & W_J
AT EDGES In
FASTENING PATTERN 2
TYPICAL PANEL INSTALLATION X—SECTION s
NEW UNOERLATMENT 4} S
ALLOWABLE UPLIFT PRESSURE
{REQUIRED ONLY FOR o.
NEW CONSTRUCTION)
EXISTING SHINGLES N10 PANCAKE`SCREW FASTENING FASTENER ADHESIVE PRESSURE "' m
(OPTIONAL) 0 MAX. 24' O.C. PATTERN SPACING BEAD SIZE (PSF) o
/PANEL (IN) s $
DETAIL 1 MIN 26 GA. 1 24 NONE 20J5 dog
1 6 NONE 63.50 u m
EXISTING UNDERLAYMENT OSB 7/16"THICK (MIN.) OR 2 6 3/8" 86.55 9
(OPTIONAL) PLYWOOD 15/32"THICK (MIN.)
NEW UNDERthYMENT SIDELAP ADHESIVE
•siDETAP ADHESIVE ul THE PANEL SOCIAP $
(REQUIRED ONLY FOR NOM. 3/8" BEAD
NEW CONSTRUCTION) 1 GENERAL NOTES:
EXISTING SHINGLES #10 PANCAKE SCREW t 1,ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED PI ACCORLWfCE tiYITM THE
® MAX. 6" O.C. FLORIDA BUILDING CODE(FBC).
(OPTIONAL)' 2.ROOF PANELS'SHALL BE MIN.26 GA. (t a 0.018") MAX EFFECTIVE COVERING
PANEL SIDELAPLOCATION
ADHESIVE 3 WIDTH ROOF PANELS SH PANEL- ALL DE INSTALLED OVER SHEATHING&STRUCTURE AS
MIN 26 GA. LOCATION SPECIFIED ON THIS DRA'MNG.
D ETAf L 2 4. REOUIREO DESIGN WAND LOADS SHALL BE OETMU114M FOR EACH PROJECT, THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE WOLF EO DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5,ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS CRAWING&THE FLORIDA
ol BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MWINUm
EXISTING UNOERIAYMENT OS
7/16" THICK (KITH.) OR REOUREMENTS OF THIS DRAWING&THE CODE.THE CODE SHALL CONTROL wI
6.RAFTERS/UOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
(OPTIONAL) PLYWOOD 15/32'THICK (MIN.) REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY Of OTHERS, 2010-11'
c
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OcIS I{ome log In User Regktratbn—. I Ot'mplcs SUbMt Surcharge ' Stats a,Facts PublicationsFBC stag BCIS Sae Map ' Units Search
�Business�� � Product Approval
Professibnaf 'USER:Public User
Regulation
MrL_n.A2pf>?Y.aI.N.¢Rg>Product or_(tpp_k t(Cn Search>AAota r MA>Application Detail
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.rul;@tribuiltmaterlaisgroup.com
Authorized Signature David Ruiz
II! david,ruiz@tribuiltmaterialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email" 250 Route 17 North
East Rutherford,NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Emall
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 FL16048 R3 _C0I2015 Ol CDI Nleminen.Adf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
7AS 103 1995
r
I nf'2 5/24/20.16 9:58 AM_
ne — https://www.flotidabuildiriv- ovpr/pr app dd.aspx?param=wGEVX...
U
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 1 TRI-BUILT Roof Underlayments jSelf-adhering,modified bitumen roof underlayments__ j
Limits of Use Installation Instructions
Approved for use In HVHZ:No FI,160g8 R3 II Z015 20 FINAL ER TRI
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS _1f048;R3,pdf
i Impact Resistant:N/A $ Verified By:Robert Nieminen PE-59166
Design Pressure: +N/A/45 I Created by Independent Third Party:Yes j
i Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on the systems overtop the self-adhering I FL16048 R3 AE 20�5 1Q�t�l AL E�TRi�
underlayrnent for one particular application.See ER Section {BUI UNDEQI AY_MENTS-FLi6048_g - f y
l 5.6 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
i
}Use.
EQOIact_US::1940 North Monroe S•reet Ta�aSFI.°�°O°kflaDo:@Sf1 9B7"1824
The State or Florida is an AOVEED employer.'S;QorrlO(IL2.0D'7-20L'!.$IdtcL0SEktffia.::fl'fltan 5tatemeM::�45essEtty 5tatemeD,(::gQfy9.d3S�emeM
Under Florida law,emal addresses are public records.p you do not ward your e-mal address released It response to a public-records request,do not send electronic
mat to this entity.Instead,contact the office by phoneor by traditional mat f you have any questions,please contact 850,487,139.5.-Pursuant to Section
455.275(1),Florida statutes,effedive odober 1,2012.licensees licensed under Chapter 455,F.S.must provide the Department with an emall address If they have
one:The emals provided may be used for official communication with the licensee.Howeveremal 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 available to the public.To determine fyou area licensee under Chapter
455,F.S.,please tlkk hate
Product Approval Accepts:
yctirit :a eujs
i
I
I
1
2 of21 5/24/2016 9:58 AM
TRIN117Y ER®
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 Cade 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 TA5103 1995
3. REFERENCES:
j Enti Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) .Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870,04.14-4 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,I.I.C.(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 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
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4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
5. LIMITATIONS:
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5.1 This is a building code evaluation. Neither Trinity{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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TRINI-rY 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 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-R 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.
Tri-Built S/A HT TU Underlayment with,3M1 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBondTM'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 prior to installation of the self-
adhering underiayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
D 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/underiayment 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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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 the
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 Fri-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 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 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 8:22, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
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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,LLG Evaluation Report A42960.10.12-R3
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EXTERIOR RESEARCH$DESIGN,I.I.C. .
Certificate of Authorization N9503
OXFORD,T
TRINITY ERD353 CHRISTIA , NIT#13
06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date of Issuance:10/2S/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 5"t Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
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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 "TrinitylERD 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: 0 tt!'or�r„
n�: tuF
ti
S "4���• The facsimile seat appearing was authorized by Robert Nieminen.
Robert J.M.Nieminen,P.E. ���.,••.
;!J,,,��i„�.N` P.E.on 70(13/2015.This does not serve as an clectronicaW signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
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.
j 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 ERD
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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