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FL #
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the Evaluation Report
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)ON S OR ATTACHMENTS COPY
ONSIBILITY OF THE F LE
'OR OR RECORD _
> Application Detail RECEIVED ---
JUN 01 2018
ST. Lucie County, pcirmittin
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
(502) 855-4300
dstermer@metalsales.us.com
David Stermer
dstermer@meta Isales.us.com
THESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIELD INSPEC ORS THAT
MAY BE NECESSARY
ET
Roofing COMPLY WITH ALL APCAORDER
ODES.
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Bala Sockalingam
PE-62240
Keystone Certifications, Inc.
12/27/2026
Yoosef Lavi, P.E:
CZ Validation Checklist - Hardcopy Received
FL14645 R3 COI CertificateIndeoendence.odf
Referenced Standard and Year (of Standard) Standar Year
FM 4470 2012
TAS 125 2003
UL 1897 2012
UL 580,j ter` 2006
Equivalence of Product Standards 41C I?_
Certified By ST. LUCIE COUNTY BUILDING L'
Sections from the Code REVIEWED FOR COMPLIANCE
REVIEW
DATE
PLANS AND PERMIT MUST BE K ON JOB
SITE OR NO INSPECTION(S) WI L BE MADE
I
I
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wCTEVXQwtDgsW8ZVNfe8A... 1/12/2018
I
Product Approval Method
MI thod 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
09/09/2017
09/14/2017
09/15/2017
12/12/2017
Summary or Proaucrs
Model, Number or Name
Description
FL #
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
F1.14645 R3 II EvaluationReDOrtC2182 1.odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 52240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-86.0
Other: Uplift load of 82.3, psf at fastener spacing of
36" o.c.
Evaluation Reports
F1-14645 R3 AE EvaluationReportC2182 i.Ddf
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
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II EvaluationReoo tC2182 2.Ddf
Approved for use outside HVHZ: Yes
'Verified By: Baia Sockalingam PE 62240
Created by Independent Third Party: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-149.6
Other: Uplift load of 84.5 psf at fastener spacing of
24"
Evaluation Reports
FL14645 R3 AE EvaluationReportC2182 2.0f
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.
i
14645.3 5V-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
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II Evaluation11ebortC2182 3.12df
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
Other: Uplift load of 41.6 psf at fastener spacing
of 36"
Evaluation Reports
FL14645 R3 AE EvaluationReoortC2182 laff
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
5V-Cr1mp
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
FL14645 R3 II EvaluationReyortC2182 4.pdf
Approved for use in HVHZ: No
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
Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c.
Evaluation Reports
FL14645 R3 AE EvaluationReoortC2182 4 Ddf
and 172.5 psf at fastener spacing of 6" o.c. C
Created by Independent Third Party: Yes
i
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
II Eva luadanReDOrtC218Z 5 odf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL14645 R3
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-120
Other: Uplift load of 30 psf at fastener spacing bf 36" o.c.
Evaluation Reports
R3 AE t2182 5.od f
and 120 psf at fastener spacing of 6" o.c.
Yes
Created bY Independent Third Party
i
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
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II Eva 1uationReoortC2182 6 odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Created by Independent Third Party: Yes
Impact Resistant: N/A
Design pressure: +N/A/-97.05
Other: Uplift load of 41.6 psf at clip spacing of;36" o.c.,
Evaluation Reports
FL14645 R3 AE Eva IuAtlonRenortC2182 6.pdf
71.0 psf at clip spacing of 12" ox and 97.1 psf at clip
Created by Independent Third Party: Yes
anarinn of 12" n.c. with sidelaD adhesive.
https://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGF,VXQwtDgsw8ZVNfe8A... 1/12/2018
1-1U11%AQ J-JU11U.111r vvuv vaaaaaav
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
FL14645 R3 iI EvaluationReoortC2182 7.pd f
Verified By: Bala Sockalingam PE 62240
Approved for use -outside HVHZ: Yes
Impact Resistant:, N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-162.0
Other: Uplift load of 41.6 psf at clip spacing of 36"
o.c., -
Evaluation Reports
FL14645 R3 AE EvaluationReoortC2182 7.od_f
100.2 psf at dip spadng.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 I M9thick plywood throu
k 9h fastened roof panel ove
S/32r min.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-91
Other: Uplift load of 41.S psf at fastener spacing o 2 48" O.C.
and 91 psf at fastener spacing of 6" o.c.
14645.9 1 Classic Rib
installation Instructions
FL14645 R3 IIEvaluationReportC2182 8.pdf
Verified By: Bala Sockalingam PE 62240
Created by Independent Tlilyd Party: Yes
Evaluation. Reports
FL14645 R3 AE Eva luationReoortC2182 8 Dd
rroaro.l by TwimpndpntThird Partv: Yes
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 R3 II EvaluationRenortC2182 9 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/-133.9 Evaluation Reports
Other. Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R3 AE Eva IuationReDOrtC2182 9.odf
o.c., 92.3 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.
14645.10 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 FL14645 R3 II Eva luationReoortC2182 10 pdf
Approved foruse 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 R3 AE EvaluationReportC2182 10.adf
and 135 psf at fastenerspacing of 6" o.c. Created by Independent Third Party: Yes
14645.11 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 R3 II EvaluationRenortC2182 Sl.Ddf
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. F1,14645 R3 AE EvaluationRenortC2182 11 0f
and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes
14645.12
Image II
Min. 26 ga., 16" wide concealedTastened roof panel over
min. 15/32" thick plywood deck or 7/16" thick OSB.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL14645 R3 II Eva luationReoortC2182 12 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/-86.55
other: Uplift load of 20.8 psf at fastener spacing of 24"
Evaluation Reports
FL14645 R3 AE EvaluationReportC2182 12 odf
o.c., 63.5 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
14645.13 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 R3 II EvaluationReportC2182 13.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/-131.0 Evaluation Reports
Other: Uplift load of 30.0' psf at fastener spacing of 48" o.c. F1_14645 R3 AE Eva luationReportC2182 13:pdf
and 131.0 psf at fastener spacing of 6" o.c. Created by Independent Third Party: Yes
14645.14 1 Pro -Panel II
Min. 29 ga., 36" wide through fastened roof panel over min.
15/32" thick plywood deck.
https://www.floridabuilding.org/pr/pr_app_dtl.ar?param=wGEVXQwtDgsw$ZVNfe8A... 1/12/2018
Florida Building Code Online
Page 4 of 4
Limits of Use Installation Instructions
FL34645 R3 II EvaluationReoortC2182 14.odf
Approved for use in HVHZ: No
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" D.C. FL14645 R3 AE EvaluationReoortC2182- 14.p&
and n71 S nsf at fastener soacino of 12" D.C. Created by Independent Third -Party: Yes
- - - - - - - Back F-
Contact US :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824
I
The State of Florida is an AA)EEO employer. Copvrl ht 2007-2013 State of Florida :: Privacy Statement Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If youdo not want your e-mail address released in response to a public-refnrds request, do not send
electronic mail to this entity. Instead, contact the office by phone. or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S.'must provide the Department with an email address If
they have one. The emails provided, may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an a eraddress455, FS 1�which can be
click mmade available to.the .public. To determine if you are a licensee under
Product Approval Accepts
Credit Card
Safe
i
https://www.floridabuilding.org/pr/pr_-app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/201.8
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CC
FLORIDA PROD
FL 146,
ROO
METAL I
6TI3 EDITION (2017)
'APPROVAL
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville 1 KY 40202
Telephone: �502) 855-4300
Fax: (502) 855-4290
I
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: 1(918) 492-5992
FAX: (918) 493-3568
This report consists of
Evaluation Report (3 Pages including cover) a�oe�Sr,ee�aelFSB�s
Installation Details (1 Page) �o�e SOCKAL/N sas,
Load Spanj Table (1 Page) ,e'P�,�';.•�c, E N s i;-. i
i
Report No. C2182-4
Date: 9.9.17
No 62240
O: „ • r m.
a� STATE OF 4
.Boss ALE a ov0
=L
FL 14645.4-R3
C2182-4
i 9.9.17
Page 2 of 3
Manufacturer:
Metal Sales Manufacturing Corporation
Product Name:
5V-Crimp
Panel Description:
24" wide coverage with (5) 1/2" high ribs
Materials:
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description:
Min. 7/16" thick OSB, or min. 15/32" thick plywood or min. W thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment:
(Minimum)
8d x 2.5" long ring shI ank nails or #8 x 2" long wood screws @ 6" o.c.
in the plywood field and edges. Designed as per FBC 2017.
Underlayment:
Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Slope:
1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hek, head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 18�7-12.
1
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations:. Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
I
direcury,or ASTM E108/UL790 report from an accredited laboratory
for fir+ sings of this product.
s
Supporting Documents; UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13 '!
I
I
I
I
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
I
PANEL OVERLAP "°' a3/25/15
5V-CRIMP FASTENER AT PANEL FIAT
SEE 'DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL
� ENDS ONLY.
u
MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT
LOAD TABLE
Sd x 2.5" LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS °
AS PER MANUFACTURER'S INSTALLATION SPACED CAD 6" O.C. IN THE FIELD of
GUIDELINES & AT EDGES
MIN, 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" D.C.
U N
TYPICAL PANEL INSTALLATION X-SECTION
�N
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C:
-- --—
5V-CRIMP
MIN 26 GAS-- ---
UNDERIAYMENT J OSB 7/16 THICK (MIN.) OR
q
DETAIL I PLYWOOD 15/32 THICK (MIN.)
9-16 OR (I10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
SV-CRIMP
MIN 26 GA.
G
UNDERLAYMENf J
OSB 7/16" THICK (MIN.) OR
DETAIL 2 PLYWOOD 15/32 THICK (MIN.)
Noi
M
F•r}
uico
M_J ll
y 2�jj0
L4 55Ln
Q NO
Ln
w
w
a.
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
a
e
= m
FLORIDA BUILDING CODE (FBC).
2.. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING
fL
�_
a' vtom
oU
`ALL
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
z x"
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
In.
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
-N
ARE. GREATER THAN THE DESIGN 'UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
1 OF
METAL SALES MANUEA.C�ITURING CORPORATION
5V-Crimp Uplift Loads
(Min. 26 ga.)
Description
Fastener ISpacing
along panel length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 24"
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer
9
120.0
— 72.0
_ 15
18
60.0 _
21
51.4
24
45..0
27
40.0
B0
36.00 --
33
32.7 _
30.0
36
Notes:
1. The bold numbers indicate design loads calculated from est data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
i
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
,���a}seeehp6��oA
•�`,s P so C K,44
,N s
No 62240
• O
� STATE OF ; <CI
r
as
Bala Sockalingam, Ph.D., P.E.
FL 62240
i
Florida Building Code Online
i
Bu
sines s• Professional Regulation
BCIS Home I Log In f -User Registration Hot Topics { SubmitiSurrharge Stats&.Facts
Florida
drProduct Approval �' \
9 USER: Public User ric, it 1
Lr7.�irt�»asv
Product Approval Menu s Product or AnoliicaGon Search > pooliration List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated. By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16048-R6
Revision
2017
Approved
El
Tri-Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
Page 1 of 2
6$PiF'flgtl£ !�lIOUr.DH14tf �D�FRb,1Yf91R.'Yru TMN7t7tC�OBiR
RECEIVI D®
JUN 01 Z018
ST. Lucie County, Permitting
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
davld.fulz@tribuiltmaterialsgroup.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
�� Validation Checklist - Hardcopy Received
I FL16048 R6 COI 2017 01 COI Nieminen odf
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI April 2012 (04-12)
UL 1897
Year
2015
2005
2011
2012
2012
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDgtFPmdYiND... 1 /12/2018
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
i
I
i
Method 1 Option D
09/25/2017
10/01/2017
10/03/2017
12/12/2017
Page 2 of 2
FL At
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes.
Impact Resistant: N/A
QUILT UNDERLAYMENTS FL16048-R6 Ddf
Design Pressure: +N/A/-150
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Other:l.) The design pressure noted herein pertains
to use
Evaluation Reports
of foam -on tile systems overtop the self -adhering I
underlayment for one particular application. See ER
FL16048 R6 AE 2017 09 FINAL ER TRI-
BUILT
5.6.4 for details. 2.) Refer to ER Section 5 for other
Section
Limits of
UNDERLAYMENTS FL16048-R6 Ddf
Created by Independent Third Party: Yes
Use.
Back Next
Contact Ue :: 2§ Blair Stone Road Tallahassee FL 32399 Phone: 850-07-1824
The State of Florida Is an AA/EEO employer. .Coovrioht 2007-201 State of Florida. ;: Privacy Statement:: Acre ibiliN Statemen[ :: Re(und Statement
Under Florida law, email addresses are public records. if you do not want your e-mailaddress released in response to a publlc-records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F:S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the ricensee. However email addresses are public record. If you do not wish to
supply a personal address, please.provide the Department with an lemail address which can be madeavailable to the Public. To determine it you area licensee under
Chapter 455, F.S., please dick here_.
i -Product Approval Accepts:
Credit Card
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https://www.floridabuuding.org/pr/pr app_dtl.asp:k aram=wGEVXQwtDgtFPmdYiND... 1/12/2018
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\I TRINITYIERD
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
SCOPE:
This Evaluation Report is issued under Rule 6111320-3
construction materials in the State of Florida. The doc
P.E. for use of the product under the Florida Buildi
products described herein have been evaluated for
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the
herein.
CONTINUED COMPLIANCE: This. Evaluation .Report is valid
Quality Assurance documentation changes, or provish
this Evaluation Report by the named client constitl
changes or the referenced Quality Assurance dOCUME
Evaluation Report relative to updated Code requirem(
ADVERTISEMENT: The Evaluation Report number prece
advertising literature. If any portion of the Evaluation
INSPECTION: Upon request, a copy of this entire Evalua
its distributors and shall be available,for inspection at
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42960.10.12-116
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
d the applicable rules and regulations governing the use of
entation submitted has been reviewed by Robert Nieminen,
Code and Florida Building Code, Residential Volume. The
ipliance with the eh Edition (2017) Florida Building Code
the AccreditedQuality Assurance Agency noted
til such time as the named product(s) changes, the referenced
of the Code that relate to the product change. Acceptance of
agreement to notify Robert Nieminen, P.E. if the product
tion changes. Trinityl ERD requires a complete review of this
with each Code Cycle.
I by the words "Trinityl ERD Evaluated" may be displayed in
fort is displayed, then it shall be done in its entirety.
I Report shall be provided to the user by the manufacturer or
job site at the request of the Building Official.
The facsimile seal appearing was authorized by Robert Niemlrien,
P.E on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFIcAT10N OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire a,r will it acquire, a financial interest in any company manufacturing or
distributing products itevaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports.are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. 'Neither Trinityl ERD norl 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. i
\l TRINIl7 J ERD
ROOFING COMPONENT EVALUATION:
I. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with the following.Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of. Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1,1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD(TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
Examination
Physical PropE
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Physical Prope
Accelerated W
Wind Resistani
Quality Controi
Quality Control
Reference
Date
540540.02.13-1
02/19/2013
S4054111.13
11/19/2013
S40540.03.14
03/26/2014
S44870.04.14-2
04/02/2014
S44870.04.14-3
04/02/2014
S44870.04.14-1
04/10/2014
544870.04.14-4
04/10/2014
543530.02.14-1-R1
05/14/2014
S43530.05.14
05/28/2014
S40540.10.14
10/31/2014
SC7645.02.15
02/13/2015
SC8520.04.15
05/27/2015
SC14045.05.17-R1
06/07/2017
Multiple -Listing R16814
12/10/2015
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is, a self -adhering, glass -mat reinforced, sand -surfaced, SBS,
modified bitumen roof underlayment, wish a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRl April 2012.
4.3 Tri=Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970..
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S. LIMITATIONS:
5.1 This is a building code evaluation. NeitherTrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record "for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or -design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
I
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6TM'cutION (2011) FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 51671485 Revision 6: 09/25/2.017
Page 2 of 6
TRINITY (ERD
S.4 TRI-BUILT Roof Underlayments may b I used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE'1:�
ROOF. COVER-.OPTIONS
Underlayment
Asphalt
Shingles
Nail -On
I ile
Foam -On Tile
Metal
Wood Shakes
Slate
&Shingles
Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
I
No
No
Yes
Yes
Tri-Bullt S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
TriBuilt Smooth:Hl'S/A_�
r->-•---.
��
Underlayment l
No
No
Yes ;
Yes
Yes.
5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations
TABLE 1A;,ALLOWABLE TILE ADHESIVE
/ IINDERLAYMENI COMBINATIONS'
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives, Polyset° AH-160
FL•6332
Tri-Built S/A HT TU Underlayment
DowTileBond'"
FL22525 I
Tri-BuiltS/A HT TU Underlayment
5.6 Allowable Substrates:
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:
➢ Plywood; ASTIVI D41 primed plywood OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with'plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond-to-lnsulation:
Tri-Built Sand-R SA Shingle Underlayme It, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsurri-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 (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FIVI 4474, Appendix D or, TAS 114, Appendix J.
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1 Refer to rile Manufacturer's orAdhesive Manufacturer's Fl Aida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate afAuthorization #9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 5:09/25/2017
Page 3 of 6
5.6.3
Tri-Built Sand-R SA Shingle Un
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
�I TRINITY I ERD
Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For in under foam -on the systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12). 1
5.6.4
does not address wind uplift resistance c
the underlayment forms part of the loac
underlayment systems that are not addrl
applications. Maximum Design Pressu
allowable wind loads, and reflects the ul
per FBC 1504.9 has already been applied
FBC 1609 for determination of design wir
#1 Maximum Design Pressure = -45.6 psf:
Deck: Min. 15/32-inch plywl
Having. Jurisdiction.
Primer: (Optional) ASTM D410
Underlayment: Tri-Built S/A HT TU Uni
#2 Maximum Design Pressure=-67.5 osf:
is in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
all underlayment systems beneath foam -on tile systems, where
)ath. The following wind uplift limitations apply to direct -deck
>ed in FRSA/TRI April 2011 (04-12) and are used in foam -on tile
is the result of testing for wind load resistance based on
nate passing pressure divided by 2 (the 2 to 1 margin of safety
Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
pressures.
to meet project requirements to satisfaction of Authority
RESISTO EXTERIOR PRIMER
zrlayment, self -adhered.
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600�
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure =-150 0 psf:
Deck:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side
up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be tho Toughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projiections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted) roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure = -60 0 asf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority.
Base Sheet:
Having Jurisdiction. .
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517 I .2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
'Exterior Research and Design, LLC. I
Evaluation Report A42960.10.12.-116
Certificate of Authorization N9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017
1 Page 4 of 6
a
",RINI-FYIERD
5.6.4.1 For mechanically attached Base Sheet, the{maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet. or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention.Data Sheet1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
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
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180=days after installation.
5.8 Tile Slippage Limitations I'TAS 103 per FRSA/TRI April 2012 (04-12)1'
When loading roof tiles on the underlaym'ent in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2C TILE SLIPPAGE LIMITATIONS F.OR DIRECT: DEG. K.T.ILE INSTALLATIONS.
Underlayment Tile Profile Staging Method Maximum
e
p
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope. as shown below)
Tri-Built 5/A HT TU
Underlayment
Lugged
Exterior Research and Design, LLC. I
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof-Undierlayments; (800) 516-1485
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Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
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TRINITY #:ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be �nstalled in accordance with TRI-BUILT Materials Group, LLC
published installation requirementssubject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and c
to remove any dust and debris prior to apl
6.3 Tri-Built Sand-R SA Shingle Underlavmen
Underlavment:
6.3.1 Shall be installed in compliance with th
1507.1.1 for the type of prepared roof cov
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Mato
cover is not slated for installation within 2,
for protruding nail heads. Sweep the substrate thoroughly
ion, and prime the substrate (if applicable).
requirements for ASTM D1970 underlayment in FBC Table
ng to be installed.
,ials Group, LLC recommends priming the deck if the final roof
hours.
Apply sheet parallel to the roof edge. Rolll 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 roil, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seamsin the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC 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 HT TU Uncle rlavment only):
Reference is made to FRSA/TRI April 20112 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI=BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Ha ing Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625,• (314) 578-3406; k.chancellor@us.uLconi
- END OF EVALUATION .REPORT -
I
Exterior Research and Design, U.C. I Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6' EDITION (2017) FBL NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of-6