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FL# FL14645-R3
Application Type Revision OCT.®'2r 2019
Code Version 2017
Application Status Approved Permitting Department
St.Lucie County
Comments
Archived
Product Manufacturer Metal Sales Manufacturing Corporation �04 1,
Address/Phone/Email 545 South 3rd Street,Suite 200
Loulsville,KY 40202
(502)855-4300 �f
dstefmer@metalsales.us.com
cp
Authorized Signature David Stermer
011 �
dstermer@metalsales.us.comm1
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email A`� taJ
Category Roofing L!
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 Baia Sockalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality.Assurance Contract Expiration Date 12/27/2026
validated.By Yoosef Lavi,P.E.
C,!t Validation Checklist-Hardcopy Received
Certificate of Independence FL14645 R3 COI CertificateIndeoendence odf
Referenced Standard and Year,(of Standard) standard Year
FM 4470 2012
TAS 125 - 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
I
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Product Approval Method Method I Option D f:
Date Submitted 09/09/2017
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Summary of Products
FL 4 Model,Number or Name Description
1464S.1 2.5"Corrugated Min.26"ga.,21.33"wide coverage thrciugh.fastened roof
panel over min.19/212"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ,No FL1464S Rj 11 Eva luationReportC2182 1,Dd
Approved for.use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Ind ependent Third Party:Yes
Design Pressure:+N/A/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 1.pd
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 R3 Il Evaluat!QnRei)ortC2182 2.pd
Approved for use outside HVHZ.Yes Verified By:Bala Sockatingam 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 R3 AE Eva]uationReportC2 182 2.od
o.c., 131.3 psf at fastener spacing of IS"o.c.and 149.6 psf Created by Independent Third Party:Yes
at fastener spacing of 12"o.c.
14645.3 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 R3 11 EvaluationReaortC2182 3-od
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" FL14645 R3 AE EvaluaflonReportC2182 3-od
o.c.,74.8 psf at fa'stener spacing of 16"o.c.and 196.75 psf -Created by Independent Third Party:Yes
at fastener spacing of 8"O.C.
14645.4 SV-Crimp Min.26 ga.,24"wide,through fastened roof panel over min;
15/32"thick plywood deck or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 4.nd
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. FL14645 R3 AE EvaluationReportC2182 4,nd
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 OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II Eva luad o nReportC2182 S.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/-120 Evaluation Reports
Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluationReportC2182 S.pd
and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
146451.6 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof
of
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 R3 II EvaluationReportC2182 6:pd
Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resist Th
"ant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-97.05 Evaluation Reports
Other:Uplift load of 41.6 psf at clip spacing of 36"o.c., FL14645 R3 AE EvaluationReportC2182 6.pill
71.0 psf at dip spacing of 12"o.c.and 97.1 psf at clip Created by Independent Third Party:Yes
spacing of 12"o.c.with sidel6p adhesive.
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Florida Building Code Online Page 3 of 4
14645.7 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof
I panel over min.19/32"thick plywood deck
Limits of Use Installation instructions
Approved for use in HVHZ:No FL14645 R3 IT Eva luationRepqEtC21$2 7.r?d
Approved for use outside HVHZ:Yes Verified By:Sala 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 41.6 psf at clip spacing of 36"o.c., FL14645 R3 AE.EvaluationReportC2182 7.pd
100.2 psf at dip spacing.of 12"o.c.and 162.0 psf at dip Created by Independent Third Party:Yes
spacing of.12"o.c.with support strap.
14645.8 �TClasslc.Rlb 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 11 EvaluationReportC2182 8.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/-91 Evaluation Reports
Other:Uplift load of 41.5 psf at fastener spacing.of 48"o.c. FL14645 R3 AE EvaluationReportC2182 8.pd
and 91 psf at fastener spacing of W o.c. Created by Independent Third Party:Yes
14645.9 Classic.Rib Min.26 ga.,36"wide through fastened roof panel over min.
19/32"thick plywood deck.
Limits of Use installation Instructions
Approved for use In HVHZ-No FL14645 R3 IT EvaluationReportC2182 9.od
Approved for use outside HVHZ-Yes Verified By:Sala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes I
.Design Pressure:+N/A/-133.9 Evaluation Reports
Other:Uplift load of 74.8 psf at fastener spacing of 36' FL14645 R3 AE EvaluationReoortC2182 9.od
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 1.8"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 F1_14645 R3 11 EvaluationReportC2182 10-nd
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 R3 AE EvaluationReportC2182 10.1)df
and 135 psf at fastener spacing of 6'o.c. Created by Independent Third Party:Yes
14645.11 Classic Rib Min.29.4a.,36"wide through fastened roof panel over mini
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II Eva luationReportC2182 11.od
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 lo-ad of'68.4 psf at fastener spacing of 24"o.c. FL1464S R3 AE EvaluationReportC2182 11.od
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"wideconcealed fastened roof panel over
min.15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
App-raved for use in HVHZ:No FL14645 R3 11 EvaluationReportC2182 12.od
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 20.8 psf at fastener spacing of 24" FL14645 R3 AE EvaluationRenortC2182 12.pd
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 IT EvaluationRer)ortC2182 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. FL14645 R3 AF EvalvationRegortC2182 13.pdf
and 131.0 psf at fastener.spacing of 6"o.c. Created by Independent Third Party:Yes
14645.14 Pro-Panel 11 Min.29 ga.,36"wide through fastened roof panel over min.
15132"thick plywood deck.
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Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 TI EvaluationReportC2182 Mod
Approved for use outside HVHZ:Yes Verified'By:Bala Sockalingarn PE 62240
Impact Resistant:N/A Created by Independent third Party:Yes
Design pressure:+N/A/-71.5 Evaluailion Reports
Other:Uplift load of 41.6 psf at fastener spacing of 24"D.C. FL14 45 R3 AE EvatuationReportC2182 14.r)d
and 71.5 psf at fastener spacing of 12"D.C. Created by Independent Third Party:Yes
F----] Fail
Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone-850-487-182
The State of Florida is an AA(EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement:z Accessibility Statemen Refund statemen
Under Florida law,email addresses are Public records.If you do not want your e-mail address released In response to a publi&mcrirds 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(3),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,P.S.must provide the Department with an email address if
they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with in email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please dick here
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION {
'26 GA.5V-CRIMP PANEL'
i
FLORIDA BUILDING CODE 6TH EDITION(2017) 1
FLORIDA PRODUCT APPROVAL,
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 855-4300
Fax: (502)855-4290
Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#62240
i
1216 N Lansing Ave.,Suite C
Tulsa, OK 74106
Telephone: (918)492-5992
FAX: (918)493-3568
This report consists of
Evaluation Report(3 Pages including cover)
QB;ie�arrarFs
Installation Details (1 Page) �% S{}Glta�� °pyo
Load Span Table(1 Page) 4q,,d��,P=• E N 5 .''q'B,�P
No 62240
STATE OF
Report No. C2182=4
Date: 9.9.17 'c4 o a
0
ei
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.a. 2�(-7
FL 14645.4-R3
C2182-4
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. '/4".thick
wood plank (Min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
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. Designed as per FBC 2017.
Underlayment! Minimum underlayment as per FBC 2417 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 0" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum immum
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 1897-12.
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,
directory or ASTM E108iUL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580& 1897 Test Reports
PRI Construction Materials Technologies
MSMC-O 17-02-0 1,Reporting Date 9/20/13
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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
PANEL OVERLAP
5V—CRIMP
FASTENER AT PANEL FLAT
r SEE DETAIL 2 /—5'EE DETAIL REQUIRED FOR PANEL
ENDS ONLY.
u u
ii ii ii gg
MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT v
�
8d x 2.5" LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE IN
'G LOAD TABLE
STALLED OR #8 x 2" LONG WOOD SCREWS
PER MANUFACTURER'S INSTALLATION SPACED @ 6"D.C. IN THE FIELD
GUIDELINES &AT EDGES
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C. a 0
TYPICAL PANEL INSTALLATION X-SECTION U "
2 f=p
- M
#9-16 OR P10-14 WOODSCREWS ¢ a
WITH SELF SEALING WASHER AT _-
MAXIMUM SPACING OF 36" O.C. 0aroa
ml
N
5V-CRIMP �a
MIN 26 GA.
'la Lo
g ur
s
til
GENERAL NOTES w ti
1, ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE IN-
UNDERLAYMENT FLORIDA BUILDING CODE (FOC).
OSB 7/16"THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019'). EFFECTIVE COVERING 2 a
"Gm
WIDTH OF QETAIL q I PLYWOOD 15f32" THICK (MIN.) PANEL
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS cl0
SPECIFIED ON THIS DRAWING, N "St
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR F10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS jz
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. N m
MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING &THE FLORIDA c -
BUILDING CODE. IF A.DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS.DRAWING & THE CODE, THE CODE SHALL CONTROL.
SV—CRIMP• 6. RAFTERS/JOISTS/TRUSSES MUST BE.DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
MIN 26 GA.
UNDERLAYMENT h r+t:v.
OSS 7/16" THICK (MIN.) OR 2182-4
DETAIL 2
PLYWOOD 15/32"THICK (MIN.) sKEU aro.
l
OF 1
METAL SALES MANUFACTURING CORPORATION
W-Crimp Uplift Loads 1
(Min.26 ga.)
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) (Psf)
Coverage width: 24" 6 172.5
120.0
1,2 90.`0
Panel Fasteners 15 72.0
#9-16 or#10-14 hex head 18 60.0
wood screws with sealed j
21 51.4
washer
24 45.0
27 40.0
30 36.0
33 32.7-1--.1—
36 30.0
Notes:
1. The bold numbers indicate,design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
SOCK44
C,EIV4 0
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No 62240
0% STATE OF
A-
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.. ...... oN
1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 FL 62240
9184925992 1-7
— ----- rionuuDwiamg k oae vnlme Page 1 ot'2
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are
cProduct Approval ,+�>r �/�/�USER:Public User 6" 0 Y ti
Product Approval Menu>Product or Aoplicasion Search>Application LIS t>Application Detail
± 1 '' FL# FL16048-R6
Application Type Revision
Code Version 2017
Application Status Approved
I
Comments
Archived C
I
Product Manufacturer Tri-Built Materials`Group,LLC
Address/Phone/Email Pd Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tribUiltmg.com IR
l
Authorized Signature David Ruiz �Q�g
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz pekinitting D Cou tvnt
i
Address/Phone/Email 250 Route 17 North, St,Lucte
East Rutherford,NJ 07073
(201)842-2449
david.ruiz@tribulitmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing �•�� � �
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Archit � e 100
Florida Professional Engineer �S
u Evaluation Report-Hardcopy Received l�
Florida Engineer or Architect Name who developed Robert Niemine.n
the Evaluation Report o
1 Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of independence FL16048 R6 COI 2017 01 COI Nieminen,odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM 6155 2005 j
FM 4474 2011 1
FRSA/TRI April 2012(04-12) 2012
UL 1897 2012
i
i
Equivalence of Product Standards
Certified By {
Sections from the Code {t
F
7
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Florida Building Code, Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/93/2017
Date Approved 12/12/2017
ummarV of Products
FL# [Model,Nimbler or Name Description
16048.1 TRI-BUILT Roof Underlayintents Self'-adhering,modified bitumen roof underlayments
Limits of UseInstallation Instructions
Approved for use.in HV,HZ:No FL16 48 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS F1_16048-Mod
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:,+N/Al-150 Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop theself-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-R6.pd
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Back Next
Contact i) ::2601 Blair Stone Road.Tallahassee EL 32399 Phone:856-487-1824
The State of Florida is an AA/EEO employer.Coo)(rinbl:2007-2013 State ofFtorida.:,.Privacy Statement::Accessibility Statement::Refund Statemen
Under Florida law;email addresses are public records.If you do not want your e-mail address released in response to a public-records request;do not send
electronic mail to this entity.instead,contact the office by phone or by traditional mail.It 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 ern5if addresses are public record.If you do not wish to I
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F-S.,please dick hllrp_.
Product Approval Accepts-
Credit Card
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EXTERIOR RESEARCH
EARCH St DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNiT.#13
QiT �INIW ERD OXFORD,CT 061478
(203)262-9245
EVALUATION REPORT -116
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/201-2
(800)516-1495 Revision 6: 09/25/2017
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 Qode.and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the e Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT:Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity]ERD requires 0 complete review of,this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number precededby 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 I through 6.
Prepared by:
E.
Robert J.M.Nieminen,P.E. The facsimile seal appearingwas authorized by Robert Nierril".1111
Florida Registroeion No.59166,Florida DCA ANE1983 P.E on09/25/2017.This does notserveas an electronicaWsig'ned
document.
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 J ERD is not owned,operated or'controlledby 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 OT the
product.
5. 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.
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ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
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Sub-Category: Undedoyment
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Compliance Statement: TRI-BUILT Roof Uodor7aymams' as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections ofthe Edition(2017)Florida Building Code through testing
inaccordance with the following Standards. Compliance issubiext,tothe Installation Requirements and Limitations
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Conditions ofUse set forth herein.
' 2. STANDARDS:
Section Property Standard Year
���z Wind Resistance FM 4474. 2011
1504.3.1 Wind Uplift VL1897 2012
1504.6 Accelerated Weathering ASTM Gz65 2005
1507,2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties pRSAvTnl April Znzo(04-z2) 2012
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3' Rspsnsmcps:
Entity Examination Reference Date
sno(TsT6o4g) Physical Pro perues 540540.02,13'1 02/I9/2013
Exo[TST6049) Physical Properties s40540A1.13 11/19/2013
Eno(TSTGo*g) rby�ou|Pmpemes S40540.03.14 03/28/2014
EnoUsTGU4g) Physical Properties m44870.04.14-2 04/02/2014
| Enn(TST6V49) 'Physical Properties S44870.0414-3 04m2/2014
� ERo(TST6u4g) Physical Properties s44870.04.14-1 014
sno(TSTso4g) Physical Properties s44870.0414-4 04/10V2014 .
sRo(TST60o9) Physical Properties S43530.02.14-1'K1 05/14/2014
i ERo(TST6o49) Physical Properties 543530.05.14 05/28/2014 !
� ERo(TsT6o49) Physical Properties s40540.10.14 10/31/2014 �
� ERo(TST6O49) Physical Properties ` S��5z�� 02/13/2015| |
Enb(TSr6n49) Accelerated Weathering sc8520.04.15 05/27/2015 '
sno(TST6009) Wind Resistance sc74n4S.O5'17-oz 06/07/2017U�L��([�V\ 625} Quality Control multip\eUsungnzsoz4 12/10/2015 '
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UL,U-C.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
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. 4- PRODUCT DESCRIPTION: �
4.1 Tri-Built Samd'R S& Shingle Vnderlayment is a self-adhering, glass-mat reinforced, sand-surfaced 'SBS
modified bitumen roof undedaymentwitha3§-inchsheet width;meets ASTM D%97O. !
�� modified
4.2 T�'ool� ��/A�HT� mmdedayment�asei�adhc�ng, non-wmvenpo� ��
esrfabhcsu surfaced, mo ed
bitumen roof under(aymont;meets ASTM D197Oand FkSA/TRlApril IOl2. /
4'3 Tri-Built Smooth HT S/A Wmderlaymemt is a self-adhering, glass-mat reinforced, 0m-surfaced, SBS
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modified bitumen roof undedaymern;meets ASTM D197U.
5. LIMITATIONS: .
' 51 This ba building code evaluation. Neither Trinity IERDnor Robert Nieminen, P.E,`ane, inany way,the
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Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
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used for permitting ordesign guidance unless retained xpeci8ca|lyfordmatpurpoae.
5.2 This Evaluation Report bnot for use inF8CHVHZjurisdictions, '
5.3 Fire Classification is not part of this Evaluation Report/ refer to current Approved Roofing Materials
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Directory for fire ratings ofthis product. �
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Exterior Research and Design,uc Evaluation Report xo7 60.10.1i-x6
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Certificate wpAuthorization mea�� EDITION(2017)nyCmow'xvoZcvAWxnow p1.16048116
TRI-BUILT Roof uouerxayments;(80)s10-14os Revision 6:09/25/2017
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TRINITY i 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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
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5.5 Allowable Roof Covers:
TABLE 1'ROOF COVER CIPTIONS
Asphalt Wood Shakes
Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles State,
Tri-Built Sand-11 SA Shingle.
Underlayment Yes No No No Yes Yes
Tri-Built S/A HTTU Yes
Underlayment Yes Yes Yes Yes Yes
See 5.5.1
TrV Built Smooth-HT S/A
_Underlayment Yes-- No No Yes_ Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved the adhesives/underlayment combinations.1
TABLE 1A.=ALLOWABLE TILE ADHESIVE./UNDERLAYMENT OMBINATtoN
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset°AH-160 FL6332 Tri-Bullt S/A HT TU Underlayment
Dow 7ileBondT" FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Band to Deck:
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Tri-Built Sand-R SA Shingle Urlidedayment,Tri-Built S/A,HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM 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
OSS prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingie,'Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built-Smooth HT S/A
Underlayment applied to:
_$ ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared.roof coverings, insulation shall be attached per
minimum requirements of the prepared-roof covering manufacturer's,Product-Approval. For installations
under foam-on tile systems (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 FM 4474,Appendix D or TAS 114,.Appendix J.
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s Refer to Tile Manufacturers orAdhesive Manufacturer's Florida Product Approval far Overturning Moment Resistance Performance.
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Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-0
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
- TRi-BUILT Roof Underlayments;(800)526-1485 Revision 6:09/25/2017
Page 3 of,6 r
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5�.3 Bond to'Mechanically Attached Base Laver:
Tri-Built Sand-11 SA Shingleunderbyment,Tri-Built S/AHT TUunderlaymentorTri-Built Smooth HTSW\
&ndevlaymemtapplied to:
| > ASTM DZZGType!orUfelt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached pet
minimum 'codified requirements. For installations under foam-on tile systems (T#'BuIlt S/A HzTu
Undeelayirn,ent only),base layer shall be attached per minimum requirements of FRSA/TRIApril 2012(04-
12).
5.6.4 April 2012 (0442)
does not address wind uplift resistance of all underlayment systems beneath foam-on t'ile systems,where
the underlayment.forms part of the]oad-path. The following wind uplift limitations apply to direct-deck
__--.—_--,--m- -that are not addressed'in FRSA/TRI April--_-`- _-^__are _Used -in foam-on
applications. Maximum Design Pressure is the result of testing for Wind load resistance based'on
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allowable wind loads,and reflects the ultimate passing pressure divided by (the 2to 1 margin of safety
perpmC 1504.9has already been appUod)' Refer to FR3A/[RIApril 2O12(04'12),Appendix A°Table 1Aor
FBC 16Ogfor determination ofdesign wind pressures. �
#1 Maximum Design Pressure=-45.0 Psf:
Deck: Min. 15/32'noh plywood to meet project requirements to satisfaction of Authority
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Having Jurisdiction.
Primer: (OpOnna|)ASTM D41orRE5|GlO EXTERIOR PRIMER
Undedayment: Tri-Built S/\HTTWgndedaymemtaeif-adhered. �
! #2 Maximum Design Pressure=-67.5 psf
� Deck 8ructura\ concrete to meet projectt-veqUimemeNs to satisfactibn of Authority Having
Jurisdiction.
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Primer: ' 36pnemoE|astoco|600c
� Undedqyment Tri-Built S/AHTTUUndedaymentseM-adhered. |
. #3 |
Deck Min. 15W-inch APA-rated D[Xplywoud (may beinstalled [-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction. /
Deck Preparation:Plywood. shall be thoroughly cleaned to remove dust. and debris that may inhibit
� adhesion' All sheathing fasteners shall be driven flush with the surface. All sharp
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splinters and wood projections shall benemnved/sandcd.
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Primer: (OpUnna0RE5|STT)EXTERIOR PRIMER,
� Undedaymont: Tri-Built s/A HT TU Un6e,|aVnueut self-adhered, shall be thoroughly roll using hand
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roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging atside and end-lapy. !
{ #4
' Maximum�Design Pressure
0.0 Psf
Deck: in. 1vu2'm�nplywood to meet, project requirements to satisfaction ufAuthority
Having Jurisdiction. |
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Base Sheet: Soprema 5npm+G orModified Snpra~G mechanically attached with nails (F8Cl617.5.l)
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and tin caps(FBC15I7.S.2)spaced 6'inchn.o. atthe 4-inchlaps and 6-incho.cinthree,
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equally spaced rows inthe.center ofthesheet. �
' Vodedaymunt: Tri-Built S0\HTTVundedayment,mdfadhered. .
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Exterior Research and Design,ui Evaluation Report A42960.10�R6
certifunte«yxvmvuzamm*95a umEDITION<zozrFEC mom*xxzEVALUATION punn*x-Ro
TRI-BUILT Roof umuenavments,(800)516-148Revision 6-.09/25/2617
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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 2609. In this case, Zones 2 and 8 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSIAPRI WD1, FIVI 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 FIVI Loss Prevention Data Sheet 1-29'(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Bullt Sand-R SA Shingle Underlayinent or Tri-Built Smooth HT S/A Underlayment shall not be 16ft
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(TAS 103 per FRSA/TRl April 2012(04-12)1:
When loading roof tiles on the underlayment 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.
-biltEcr� T! X nONS
-TABLE_:i.�TILE S4' EUM DECK.TILE 1111�q LIMITATIONS FOR
m
Underlayment Tile Profile Staging Method Maximi6
Slope
Flat Max.10-tile stack 6:121
Lugged Mai.10-tile stack 5:12;
Max.10-tile stack(Bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:121
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment
Lugged
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#95.03 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FI-16048-116
TRI-BUILT Roof Underlaymekrits,(809)516-1485 Revisicin.6i 99125/2017
Page 5 of 6
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6.1 TRI-BUILT Roof Underlaymwnts; shall be installed in accordance with TRI-BUILT Materials Growp,'LLC
published installation requirements subject tothe Limitations set forth in Section herein and the
specifics noted �
6.2 Re-fasten any loose decking panels,and check for prutmd�Am$|heads. Sweep the sub�r�ethonough�
� toremove any dust and debhaphprtoappUcadon,andprime the,substrate(if applicable). �
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6.3 Tri'-Built Sand-11 SA Shingle,Underlayment.Tri-Built S/A HT TU Underlayment or Tri-Ruilt Smooth HTS/A
6.3.1 Shall beinstalled in compliance with the requirements for ASTM D1970 undedayment in FBC Table
15VJ1'1for the type ofprepared roof covering tnbeinstalled.
6.3.2 :
While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover isnots|atedfor installation within Z4hours.
Apply sheet parallel tnthe roof edge. Roll out approximately lDftofmembrane and peel back-the first 3
ftufrelease film.
Adhere the exposed part tothe substrate andunnoUtheremainingmembraneusfaraspnsoib|e.
Once the entire length ofmembrane is in place, pee|^offlhe release film diagonally while ho|ding'the
membrane tight. Firmly roll,broom orhand-press the membrane into place toachieve abond.
Horizontal seams should be-minimum 3-inches, configured tnshed water. Vertical seams should be 6-
inchesand staggered not legs than 2-ft from vertical seams,inthe.course below,seated in accordance with
TR|'BU|[TKxoteha|s Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area atthe top ofthe*sheetotl2'incho.c
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ForVoUeysand Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center skeet
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over valley or ridge. Drape and press sheet into p}axe, working from the center ofthe valley urhdgein
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each direction. For valleys,apply the sheet starting atthe lowest point and work upward. .
6.3.3 .
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I herein, using/the
instructions noted above osoguideline.
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For foam-on tile-applications,reference is made to Section 5.6.4 herein for wind resistance limita tions that.
fall outside the scope ofFRSA/T8XApril 2012(O4'12)'
` 7l|e shall be loaded and staged in a manner that prevents tile slippage and/or damage to'the
| underlayment. See Table 2 herein' andTRi'oU|LT Materials Group, LLC published requirements for,