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Product Anorovai Menu>.Product or A_ooticallon Search>Aootiption List>Application De
" FL# FL14645-R3 R WW ��
Application Type Revision CODE COMPLIANCE
Code Version 2017
Application Status Approved Y
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Comments �+ BOVC i i
Archived
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,Suite 200
Louisville,KY 40202
(502)855-4300
dstermer@metaisales.us.com
Authorized Signature David Stermer
dstermer@metaisales.us.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
(4
! Category Roofing
Subcategory Metal Roofing
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
�! Evaluation.Report-Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
{ the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/27/2026
Validated By Yoosef Lavi,P.E.
Validation Checklist-Hardcopy Received
Certificate of independence FL14645 R3 COI Certificateindeoendence.odf
Referenced Standard and Yearof Standard)) Standard Year
FM 4470 2012
TAS 125 2003
UL-1847 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
4
Date Submitted 09/09/2017 #
r
Date Validated 09/14/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
f
Summary of Products. 1
FL# Madel,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 FL14645 R3 II EvaluationReoortC2182 1.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/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvaluatlonReportC2182 i.odf
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 FL14645 R3 TI EvaluationReportC2182 2.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/-149.6 Evaluation Reports
Other:Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R3 AE Evaluation eepportC2182 2.adf
o.c.,131.3 psf-at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party:Yes
at fastener spacing of 12"'o.c.
14645.3 SV-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14545 R3 II EvaluationReoortC2182 3.adf
{ Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
__[
Design Pressure:+N/A/-196.75 Evaluation Reports
Other:Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReoortC2182 3.odf
o.c..,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party:Yes
at fastener spacing of 8 o.c.
14645.4 SV-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
15/32"thick plywood deck.or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II EvaluationReoortC2182 4.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/-172.5 Evaluation Reports
Other:Uplift load of 30.0.psf at fastener spacing of 36"o.c. FL14645 R3 AE-EvaluationReoortC2182 4.ndf
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 11 EvaluationReoortC2182 S.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/-120 Evaluation Reports
Other:Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R3 AE EvatuationReportC2182 5.pdf
and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.6 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof
panel over min.15/32"thick plywood deck or 7/16"thick
OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14645 R3 II.EvaluationReDOrtC2182 6.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/-97.05 Evaluation Reports
Other:Uplift-load of 41.6 psf at dip spacing of 36"o.c., FL14645 R3 AE EvaluationReoortC2182 6.ndf
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 sidelap 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
panel over min.19/32"thick plywood deck fs
Limits of Use Instailation.Instructions
'Approved for use in HVHZ:No FL14645 R3 g r=vluatjonReportC2182 7.vd
Approved1cor use.outside HVHZ-.Yes Verified By:Bala Sockallngqm 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 EvaluaffanReportC2182 7.pd
100.2 psf at clip spacing,of 12!'6.c.and 162.0 psf at dip Created by Independent Third Party:Yes
spacing of 12"o.c.-with support strap.
14645.8 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 11 Evaluatlonlk600rtC2182 8.pd
Approved foe 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 3Repo
Other.Uplift load of 41,5 psf at fastener spacing of 48".o.c. TLI 645. AE ttuailo7nReportC2182 8.pd
and 91 psf atfastener spacing of 6"o.c.- Created.by Independent Third Party,-.Yes
14645.9 Classi-c 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 11 EvaluationRer)ortC2182 9.od
z 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/7133.9 Evaluation,Reports
Other:Upfift 4oad of 74.8 psf at fastener spacing of 36" FL14645 R3 AE EvaluationikeportC218-2 9.od
ox.,92.3 psf at,fastener spacing of 24"ox;and 133.9 psf Created by1ndependent 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 Installhitl6ti Instructions
Approved for:use in HVHZ:No FL14645 k3 11 EvaluationReportC2182 10,nd
5
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 psfat fastener spacing of 24"o.c. FL14645 R3 AE EvaluiltionReportC2182 10.pd
and 135 psf at fastener spacing 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' Install adon Instrucilons
Approved for use in HVHZ:No FL14645 R3II Evj16aL1onReoortC2182 11.0
Approved for use outside HVHZ:Yes Verified By�,.Bala Sockatingam PE 62240
impact Resistimt-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. FL14645 R3 AE EvalvationRenortQ2182 11.nd
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 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.R3 11 EvaluatlonR(ioortC2182 12.yd
Approved'for use outside.HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant.,N/A Created by Independent Third Party:Yes
Design Pressure:-inN/A/-86.55 Evaluation Reports
Other:Uplift load of 20.8 psf at fastener-spacing of 24" FL14645 R3 AE EvaluationRepartC2182 12.1id
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 Instr4ciddris
Approved for use in HVHZ:No FL14645 R3 11 EvaluationRenortC2182 13.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/-131.0 Evaluation Reports
Other:Uplift load of 30.0 psf at fastener spacing of 48"o.c. FU4645 93 AE EvaluationRegortC2182 13.pd
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.14 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
__4tl.aspx?param=wGEVXQwtDqsw8ZVNfe8A... 1/12/2018
Florida Building Code Online 'U dgk'-r Vx r
Limits of Use Installation'Instructioris
Approved for use in HVHZ-No FL14645.R31 TI EvaluationReportC2182 14.j)df
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/-71.5 Evaluation,Reports
Other,Uplift load 61741.6 psfat fastener spacing of 24"o.c. FL14645-P3 AE EvpfuatlonlkeportC2182 14.pdF
and 71.5 psf at fastener spacing of 12"o.c. Created by Independent,Third Party*Yes
Bats__ N_—_I
Contact �:.2601 Mir Stone Road.Tallahassee FL 32399 Phone*850m4&L-182_4
The State of Florida is an AAJEEQemployrip.ComTlAht2007-3013 State ofFlorlda.-.,Privacy.Statement nAccessibility Staternen ::Refund SAatem,'P.n
Under Florida law,email addresses are Public records.If you.do'not want your e-mail address released In response to a public-ricords request;do not send
electronic mail to this entity.Instead,contact the office by phone.or by traditional mail.Ify6u have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(l),Florida Statutes,effective October 2:,2012,licensees licensed undir:chipter 455,F.S.most provide the Department wlth`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- with an email address which to
pro,�Ide the Department n be made available to the p9bllc.To determinelf you are 6 licensee under
Chapter 455,F.S.,*please click bjLe,
Product Approval Accepts:
Credit Card.
Safe
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_dtLas-x?-
EVALUATION REPORT OF
METAL SALES,MANUFACTURING CORPORATION
'26 GA.5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION(2017)
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)8554290
Prepared By:
Bala Sockalingain,Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa, OK 74106
Telephone: (918)492-5992
FAXi (918)493-3568
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details(I Page) 0$.%S0CKAL/,
Load Span Table(I Page}ge/ E N,5
No 62240
'4U
OF 40
Report No. C2182-4 STATE
Date: 9:9.17 .4 0
A%-
r�_c>(�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
Gailvalume coated steel(ASTM A792)or painted steel(ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 1582" thick plywood or inin. 3/4" thick
d,
wooplank. (min SO of 0.42) for new and existing constructions.
Designed-by others and.installed as per FBC 2017.
Deck Attachment: $d x 2:5" long ring shank nails or#8 x.2".long wood screws @ 6" o.c.
(Minimum) in-the plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum u.nderlayment as per FBC 2017 Section 1507.4.5.1.
Slope; 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
pE Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 1712.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16:or #10-14 hex head wood screws with sealed washer. Fastener
shall be of suMicient,length to penetrate through the,deck a minimum
of 3/8"'and installed as per Metal Sales current installation procedure.,
At panel ends @ 6"o.o, across panel width
At intermediate @ 12" ox.across panel width
Test Standards: Roof assembly tested in accordance with UL580r06 'Uplift Resistance
of Roof Assemblies' & UL189 189.7-04 'Uplift Tests for Roof Coveting
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has.demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for.each project in accordance
with FBC 2017 Section 1609 or ASCE 7-1.0 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure, for reduced fastener spacing may be
directory or ASTM EI0$/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580& 1897 Test Reports
PRI Construction Materials Technologies
MSMC=0'17-02-01,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 1.505 and current approved' roofing materials
PANEL OVERLAP
5V—CRIMP pwl,7 °syults
FASTENER AT PANEL FLAT k
r $ � DETAIL SEE DEC AIL ) REQUIRED FOR PANEL
�{ ENDS ONLY.
n " j'' ti .
MINIMUM:ATTACHMENT'.. PANEL LOAD TABLE ASTfNER PER UPLIFT
9
may''"/
fid x 2.5." LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR48x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED @'6"O.C:IN THE FIELD
GUIDELINES &AT EDGES
MIN, 2X_ WOOD,RAFTER/JOIST/ n
TRUSS AT MAX. 24" O,C. O o
TYPICAL PANEL INSTALLATION X—SECRQNN
V' �N
Z.Co
& =INq6,
9-16 OR f110-14 WOODSCREWS _ �c i
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36"O.C.
�.
yN
Sf7 O
in
5V-CRIMP 0�.
MIN 26, GA. 5 P
w
a
GENERAL NOTES: w
1, ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE n x
UNDERLAYMENT FLORIDA'BUILDING CODE (FOC), CL
Vtom
OSB 7/16" THICK (MIN.)'OR 2. ROOF PANELS SHALL BE MIN, 26 GA, (t = 0.019"),.EFFECTIVE COVERING
q
DETAIL I. PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". y
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4, REQUIRED DESIGN'WIND;LOADS SHALL.BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR (110-14 WCODSCREWS PANEL.SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS tie m
WITH SELF SEALING WASHER AT ARE,GREATER THAN THE DESIGN UPLIFT PRESSURES.SPECIFIED ON THIS DRAWING. - N
MAXIMUM SPACING OF 36"O.C. S. ALL FASTENERS MUST BE IN.ACCORDANCE WITH THIS.DRAWING &THE FLORIDA s
BUILDING.CODE,
IFA DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING i& THE CODE THE CODE,SHALL CONTROL B
SV-CRIMP 6, RAFTERS/JOISTS/TRUSSES MUST'BE;DESIGNED TO WITHSTAND WIND LOADS AS
MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT DRAWING NO. IkEV.
OSB 7/16"THICK.(MIN.p OR 2182-4
DETAIL 2 PLYWOOD 15/32"THICK (MIN.) ISHM u0,,1
METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min.26 ga.)
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) (psfl
Coverage width- 2411 6 172.5
9 120.0
12 90.0
Panel Fasteners_ 1572.0
#9-16'or#10-14 hex head 18 60.0
wood screws with sealed 21 51.4
washer 24 -45.0
27 40.0
30 36.0
33 32.7
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.
0C1<A4,'J""'
*C*E N
No
62240
STATE OF C'-
0
0 R 10
1216 N Lansing Ave.,Suite C s!sBala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 e e
k-7 FL 62240
918 492 5992
M®MSE MIAMI-DADE COUNTY
• FR UC r1OL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESO Citim-WED
1$05treet,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Mda 33175-2474
F-6 C T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA. [ .miamidade, ov/buildin
Sun-Tek Manufacturing,Inc. CODE COMPLOA CE
10303 General Dr.
Orlando,FL 32824 ST. LLC E COU TY
SCOPE: B®C
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: MD-CMA Skylight.
APPROVAL DOCUMENT: Drawing No. CMA-002,titled "MD-CMA",sheets 1 and 2 of 2,prepared by
Sun-Tek Manufacturing,Inc.,dated May 09,2011,signed and sealed by James D.Wells,Jr.,P.E.,on October
06,2017,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance
number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved"or the Product Control Seal,unless
otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shall be done in its entirety.
INSPECTION:A copy of this entire NOA 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 NOA revises NOA#15-0513.05 and consists of this page 1,evidence submitted pages E-1,E-2, and E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by H/a my A.Makar,P.E.,M.S.
MlAM4DADE COUNTY l NOA No. 17-1023.18
Expiration Date: 03/13/2023
p�J�5 f�18 Approval Date: 03/15/2018
/ / Page 1
r
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0110.06
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. CMA-002, titled "AM-CRA';sheets 1 and 2 of 2,prepared by Sun-Tek
Manufacturing,Inc., dated 09113195 and 04125195, with no revisions, signed and sealed by
Rene J. Quiroga P.E.
B. TESTS
1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
along with marked-up drawings and installation diagram of Model MD-CMA Curb
Mounted Plastic Dome Skylight,prepared by National Certified Testing Laboratories,
Test Report#210-2885-1, dated 10131102, signed and sealed by W.A. Davis Jr., P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Product Technology Corporation on 02105103,
signed and sealed by A. Perez Maldonado, PE.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office(BCCO)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07-0212.01 issued to General Electric Plastics for their
"Lexan Sheet Products", approved 05/25/07, expiring on 07/17/08.
F. STATEMENT
1. Code compliance letter issued by Product Technology Corporation on 02/06/03,
signed and sealed by A. Perez Maldonado
(Evidence Submitted under NOA # 03-0401.07)
G. OTHERS
1. Notice of Acceptance No. 03-0401.07, issued to Sun-Tek Manufacturing,Inc.,
approved on 10/09/03 and expiring on 03/13/08.
2. No change letter issued by Sun-Tek Manufacturing, Inc., dated 01/02/08,signed by
James Feudner.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 17-1023.18
Expiration Date: 03/13/2023
Approval Date: 03/15/2018
E-1
1
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.04
A. DRAWINGS
1. Drawing No. CMA-002, titled "MD-CMA", sheets 1 and 2 of 2,prepared by Sun-Tek
Manufacturing, Inc., dated May 09, 2011, signed and sealed by James D. Wells, Jr.,
P.E., on May 08, 2012.
B. TESTS
1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
along with marked-up drawings and installation diagram of Model MD-CMA Curb
Mounted Plastic Dome Skylight,prepared by National Certified Testing Laboratories,
Test Report No. NCTL-210-3859-1, dated 03104113, signed and sealed by Gerard J.
Ferrara, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by J&L Wells Consulting LLC, 19 pages, dated
0311912013, signed and sealed by James D. Wells, Jr., P.E.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Florida Building Code, 2010 Edition, compliance letter prepared by J&L Wells
Consulting LLC, dated 0412512012, signed and sealed by James D. Wells, Jr., P.E.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0513.05
A. DRAWINGS
1. Drawing#CM4-002, titled "AM-CMA', sheets 1 and 2 of 2,prepared by Sun-Tek
Manufacturing,Inc., dated 05109111, signed&sealed by James D. Wells, Jr., P.E., on
05108112.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
PehijA.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 17-1023.18
Expiration Date: 03/13/2023
Approval Date: 03/15/2018
E-2
1
Sun-Tek Manufacturing,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
I. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Florida Building Code, 2014 Edition, compliance letter prepared by J&L Wells
Consulting LLC, dated 0510512015, signed and sealed by James D. Wells, Jr., P.E.
4. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. CMA.-002, titled "MD-CMA", sheets 1 and 2 of 2,prepared by Sun-Tek
Manufacturing, Inc., dated May 09, 2011, signed and sealed by James D. We 11s, Jr.,
P.E., on October 06, 2017.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Florida Building Code, 2017 Edition, compliance letter prepared by J&L Wells
Consulting LLC, dated 1010612017, signed and sealed by James D. Wells, Jr., P.E.
dzt--Z�--
j�r-'A'elmy A.Mahar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 17-1023.18
Expiration Date: 03/13/2023
Approval Date: 03/15/2018
E-3
'VID
'SOA
%C-E 14
J*&L Wells Consuffing LLC %.
Ci
bilus rde
Engineer of Record: 1453 ArZZ
James D.Wells,Jr.,P.E, Oviedo,Fl.32705 Z V 0. 5361f
Professional Engineer No.53616 (407)496-5489 1AU=
Certificate of Authorization No.27162 STATE
OF i4t!li
0
PART NAME: MD-CMA PLAN ISHEET I OF 2
SYM IDRAWN BY. L.B. NI)WG.#t CMA-002
EED
[--3-0000 (L-10-625-1
0100 wV1.070 patyMeowtE
00MIROMIC SmErs
LRA"I.Ah4,
co M0y a1
0 C:) DICI)MG 51
0 Aso 7 K mv
ri .1076 ;Maim .030 ot-
fT6019Tp1"1-t SI(MIELP04M.1.0%or
r1l)X 2 PULUPS PM HEAD SWU VrIAI Sm[* SMC LIVAN 154
(o oo wNe poa(3)ON 511oR1%DE
Uj
LA
DIMENSIONS FOR
ms.0 It"VAIM :2
FASTENER LOCATIONS SM* C
14 FASTENERS (4)CN L0140 SIDE DADE COURIT)
0 (3)ON 514OR7 SIX
to ----------
TO CURB rm"4 III 11M Slaam(2)
MD-CMA 2246 ACCOADViCt 0""t"SNO
'T
21 SW(SC(151)1"10"Wn OE
ShfICICNT V AjN
OVAT WMI pow
1'0
6 RIVETS or .....0.0r.4142NE,
POLY TO ALUM NOTE: It,
RIVET LOCATIONS SYM 0 (1) ALL ROOFING DETAILS SHALL COMPLY WITH
CHAPTER 15 OF THE 2017 FLORIDA BUILDING CODE
C)
rrj (2) 4"MINIMUM DISTANCE FROM ANGLE LIP 10 ROOF DESIGN PRESSURE RATIN
SURFACE IS FOR SHINGLE. OR B.U.R. WITHOUT +- 50 PSF.
INSULATION. FOR INSULATION AND TILE ROOF ADD LARGE MISSILE t PACT RESISTANCE
TILE HEIGHT AND INSULATION THICKNESS TO 4*
MINIMUM HEIGHT.
(3) ANCHORSCOMPATABLE WITH ALUMTO BE MADE INOF NON-CORROSiVE MATERIAL.
UM.
13.625
�L-27.256 MAX.
FASTENER SCHEDULE SKYLIGHT 70 CURB FASTENER SCHEDULE CURB RIVET SCHEDULE DECD PRODUCT REIvISE.D
p ID X 2 PAN HEAD SHEET METAL SCREV 5 TO DECK #10 X 3- DECK 70 POLYCARBONATE 3/16- DIA. the FlOitid:,
SCREWS Bulilding 4�QZve
PER LONG PER SHORT PER LONG PER SHORT PER LONG PER'SHORT ArcepptanceNol or-
MODEL SIDE SIDE SIDE SIDE SIDE SIDEf C3
26 4 2 1
i 4
2 3 j_
1 - I
4 3 2
2
13 V
3 33 1 t 17/zi i D
a
3 1
1446
4
7422 3 23
4 31 2
REVISION! RLVISJU PRODUCT NAME: MD-CMA SUN-TCK MANUFACTURING, INC.
I INP IIJA I r A I I., IDATE,5-09.11 [--SCAL 1DWG N(Pi7A-Q()2 10303 GENERAL DRIVE ORLANDO. FL 32024
I -
j&L Wells Consulting LLC MAI
%--
1453 Arbitus Circle
Engineer of Record-
Oviedo,FL 32765 0!.fi3616
James D.Wells,Jr.,P.E. (407)496-5489
Professional Engineer No.53616 Certificate of Authorization No.27162 z:
E OF PART NAME: PRDDUCT SHE Z OF2 --tp UOA*,-,-. IV;%W,
ID �. -- GAIt CMA-002
DESIGN PRESSURE RATING
+— 60 PSF
#10 X 2" SCREW PPH LARGE MISSLE IMPACT RESISTANCE OUTER DOME .070 POLYCARBONATE
(4) ON LONG SIDE& (3) ON SHORT SIDE (Palrom Polsun,
MINIMUM ENBEDMENT 1" Sheffield Mokrolon or
SoVic Lexon 9034)
SILICONE BEDDING (CONTINUOUS)
DECO RING STI-275
.060 THICK ALUMINUM BUTYL RUBBER SEALANT
6063 76 MITRE BETWEEN SKYLIGHT
AND WELDED CORNERS AND CURB (continuous)
INNER LINER 1 .030 polycorbonote 5-1/2'. DOME RISE SHIM@ EA. ANCHOR (TYP)
(Polrom Polsun, AIR FILIED INSULATED SPACE WITH LOAD BEARING SHIM
Sheffield Mokrolon-or 0.500 MAX.
Sobic Lexon 9034)
�yyyxyl
as complying widi the Flovida
Building Ciade 3/16" RIVET
AccepCmcc Nol"7 481 /LONG SIDE
Expi lion Date /11�F,,/SHORT SIDE
O
By
mliami Da r C #10 x 3" DECK SCREW
FINISHED WALL MATERIAL (4) ON LONG SIDE FLASHING BY OTHERS IN
4" MINIMUM (3) ON SHORT SIDE
BY OTHERS ( APPROVED [ACCORDANCE WITH NRCA
SEE NOTE #2
% MINIMUM ENBEDMENT 5/8"
DADE COUNTY)
S-IINGLES (2)
V%
In
06
NOTE: 000
(1) ALL ROOFING DETAILS SHALL COMPLY WITH
CHAPTER 15 OF THE 2017 FLORIDA BUILDING CODE
(2) 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF
SURFACE IS FOR SHINGLE. OR S.U.R. WITHOUT
2X SYP (SG 0.55) CURB HEIGHT INSULATION. FOR INSULATION AND TILE ROOF ADD
TO BE SUFFICIENT TO MAINTAIN TILE HEIGHT AND INSULATION THICKNESS TO 4"
4" MINIMUM AT LOWEST POINT MINIMUM HEIGHT.
OF FRAME TO ROOF SURFACE (3) ANCHORS TO BE MADE OF NON-CORROSIVE MATERIAL, ROOF DECK
SUPPLIED BY OTHERS AN COMPATABLE WITH ALUMINUM.
(APPROVED BY DADE COUNTY) STS-1000 SEALANT (CONTINOUS)
REVISIM VIS IN. PRODt7CT NAMES
I 4D-CMA SUN-TEK MANUFACTURING, INC.
Ih 11
IDATE::5.09.11 I SCALE: I DWG No.CMA-QQ2 1D503 GENERAL DRIVE ORLANDO, FL 32624
A agiw. 1 U.I.L
♦ i
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BCIS Home I Login } UserRegistratlon * HotTopirs } Submit Surcharge Stats&Facts Publications { FBC Staff { BCIS Site Map It Unks } Search {
Florida
Product Approval
P
® ' 11,Pubec User ro r
�Z 20�6-N&91�':�
pm6pctAoarava4 Menu>Product or ApoltcaHon Search>ADDi{cation test>-Apptigtlon Detail
FL# FL16048-R6 til
Application Type Revision 4�
Code Version 2017420—CODE
tip ®iOPL� NC
Application Status Approved CO
ST. LUCIE C®U TY
Commenter
Archived C) �����
Product Manufacturer Tri-Built Materials Group,LLC
Address/Phone/Email PO Box 70
Rutherford,NJ 07070
(800)516-1485
david.ruiz@tiibuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
i East Rutherford,NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
j Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
iC
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Ci Evaluation Report-Hardcopy Received
s
S
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 07/18/2020
( Validated By John W.Knezevich,PE
i
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 C01 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015 !
ASTM G155 2005
FM 4474 2011
FRSA/TRIApril 2012(04-12) 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
{
h s://www.floridabuildin .or r/ r a dtl.as x? aram=wGEV wtD tFPmdYiND... 1/12/2018 {
ttP � �P P PP_ P P Q � �
�Florada Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/0112017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number.or Name Description
16048.1 TRI-BUILT Roof Underiayments Self-adhering,modified bitumen roof underlayments
Limits.of Use Installation Instructions
Approved for use in HVHZ:No FL16048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.odf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/=150 Created by IridependentThird Party:Yes
Other:1,)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI-
underiayment for one particular application,See ER Section BUILT UNDERLAYMENTS FL16048-R6.odf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party"Yes
Use.
E E
Contact Us::2601 Blair Stone Road,Tallahassee FL 37399 Phone,850-487-1824
The State of Florida is an ANEW employer..eonvrioht 2007-2013 State of Florida..:Privacy statement::Accessibaity Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publicrecords request,do not send -
etectronic 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 emaits provided may be used for official communication withthelicensee.However emit addresses are public record.If.you do not wish to
supply personal address,please provide theDepartmentwith an email address which can be made available to the public To determine if you area licensee.under
Chapter 455,F.S.,please click her
Product Approval Accepts:
Credit,Card
f Safe
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P
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYR*4D... 1/12/2018
' .
EXTERIOR RESEARCH&DESIGN,LLC.
�����A�m�h���
(_)0 353[HRBTIA0STREET,UNIT#13
\ RUNR |ERD
OXFORD,[7O647Q
(203)262-9245
`
' -116
TRI-BUILT Materials Group,LLC Evaluation Report
PO Box 70 FL16948-116
Date mfIssuance:1m/25'2o1a
Rutherford,NJ 07070
(800) 5 Revision 6: 09/25/2017
Smops;
.
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 beenreviewed by Robert Nieminen,
� P.E. for use of the product under the Florida Building Code and Florida Building Code, negden�a| Volume. The
'
products described herein have been evaluated for compliance xWEdition (2017)�h the �� �mm �1�\ l�m6da Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Rmaf0ndadaVmemty
LxasumG: Labeling shall be in accordance with the requirements theAccredited Quality Assurance Agency noted
`
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named ptoduct(s)changes,the referenced
/ ��a|ityAssxro�cedo�ument��mncs^'ha��eorprov�ionsofthe Code that ns|atetothe product change. Acceptance of
| ~
this Evaluation Report by the named client consfitutes agreement to notify Robert Nieminen, P.E. if the product
|
changes orthe referenced Quality Assurance documentation changes. TrinityiERDrequires ecomplete review'ofthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded bythe words "Trnity\ERDEvaluated" may bedisplayed in
advertising literature. If any portion ofthe Evaluation Report isdisplayed,then bshall hedone inits entirety.
i
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the-user by the manufacturer or
/
its distributors and shall beavailable for inspection atthe job site atthe request ofthe Building Official;
'
This Evaluation Report consists mfpages 1through 6.
!
'
Prepared by: --
�
^,
�
Robert LK8.MQmminan,P.E. The m�mileseal appearing was authorized byRobert w*m*en,
Floridae��on�mwu����6�c�ooGuxx8�g8J �~� —^`� ^��wvcv��m*��u*�° ��a"*�w=��"�
document.
.
CERTIFICATION meINDEPENDENCE:
� 1. Trinity|ERodoes not have, nor does itIntend toacquire orwill itacquire, pfinancial, interest inany company manufacturing o,
'
distributing-products|tevaluates.
} 2. Thndy|ERoisnutowned,uperatdoromntm\ledh9anycompahymanufactvringo,dighbuting products it evaluates.
' �3. Robert Niemman,p.E.does not have nor will acquire,a financial interest inany company manufacturing nrdistributing products for
which theevm|uadpnreports are being issued.
/ 4. Robert Nieminen,p.s.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
|
product.
� s. This\sabuilding code evaluation. Neither Trinity I ERD nor Robert Nieminen,P.E.are,in any way,the Designer ufRecord for any
�
project onwhich this Evaluation Report,v,previous versions thereof,is/was used for permitting c,'design guidance unless retained-
specifically forthatpwrposw.
�
!
.�
\ITRINITY IERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof UnderlaVments, as produced by TR(-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the e Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance it subject to the Installation Requirements.and Limitations I
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.31.1 Wind Uplift UL1897 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 FASA/TRI April 2012(04-12) 2012
3. REFERENCES:
EntitV Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/1.9/2013
ERD(TST6049) Physical Properties 540540A3.14 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(TSU049) Physical Properties 544870.04.14-1 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 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540-10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA-9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION.:
4.1 Trit-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;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.toof underlayment;meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record far 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.
Exterior Research and Design,LLC. Evaluation Report A4296.0.10.12-R6
CeWflcote of Authorirotion#9503 EDITION(2027)FSC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
t
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.
5.5 Allowable:Roof Covers:
TABLE 1:ROOF COVER OPTIONS
Underlayment Asphalt Nail-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
s
Underlayment Yes Yes gee 5.5.1 Yes Yes Yes
fri-Built Smooth.HT 5/A
:Underlayment, Yes Na No Yes Yes Yes
5.5.1 "Foam-On Tile"is limited.to_use of the following Approved the adhesives/underlayment combinations.
'TABLE IA:.ALLoWABLE TILE ADHESive,t UNC►ERLAYMENT;COMSINATION51.,
Adhesive" Florida Product Approval Underlayments
iCP Adhesives Polyset°AH-160 FL6332 Tri-BuiltS/A HT TU Underlayment
Dow TileBondTM FL22525 Tri-Built S/A HT TU Underlayment
i
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Trl-Built Sand-R SA Shingle Underlayment,Tri-Built S/A FIT 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
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Trl-Built Sand-R SA Shingle 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
9 minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations.
,
C under foam-on tile systems (Tri-Bu)It 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.
i
I
i
i Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.L.C. Evaluation Report A42960,10.12-R6
Certificate of Authorization 1/9503 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(808)516-1485 Revision 6:09/25/2017
Page 3 of 6
i
UTRRINITYIIERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TILI Underlayment or TdwBuilt Smooth HT S/A
Underlayment-applied to:
> ASTM D226,Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on the systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRl April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On'rile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load:-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads,and reflects.the ultimate passing p.re$sure divided by 2(the 2 to I margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRl April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.6 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 Psf
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
4
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maxim urn Design Pressure=-150.0 P
Deck: Min. 15/324nch APA-rated BCX plywood (may be installed C-side up) to meet project
i. 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
splinters'and wood projections 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.
jt #4 Maximum Design Pressure=-60.0 nsf
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. -
Base Sheet: Soprerna Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1).
and tin caps(FBC 1517.5.2)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-Suilt S/A HT TU Underlayment,self-adhered,
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)r8C NON-HVHZ EVALUATION FU6048-R6
TRI-8UILT Roof Underlayments,(800)S16-1485 Revision 6:09125/7017
Page 4 of 6
'\STRINITY I ERD
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 I
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
Appli'cation Standard 'RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2,.2.10J of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Trl-Built Sand-R SA Shingle-Underlayment or Tri-Built Smooth HT SIA Underlayment shall not be left
exposed for longer than 307days 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/TRI April 2012.(04-121):
When loading roof tiles on the underlayment in direct-deck the assemblies,the maximum roof slope shall
be as follows. These i slope limitations can only be exceeded by using battens during loading of the roof
tiles.
6 tk.. M hrll ST
--tA S60A�Gt-6' IT ONs FoFfDik CT-DiekTili-INON
Underlayment Tile Profile Staging Method Maximum
Slope
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. Evaluation Report A4200.10.12-116
Certificate of Authorization#9503 EDITION(2017)FBC NON-HVHZ EVALUATION FI-16048-116
TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6-09/15120I7
Page 5 of 6
-
r °
` �PTRRINITYJERD
/
6' INsTAuuATwOm;
6.1 TRI-BUILT pomt Un6erlaymmemNs shall be installed in accordance with TRI'RU;[T Materials Group, LLC
i
'
published installation requirements subject to the Limitations set forth in Section S herein and the
`
specifics noted below.
6.2 Re'�stenany loose decNngpamd�and check for protruding n�|heads. Sweep the suoxnarethoroughly
' to remove any dustand debris prior to application,and prime the substrate(if applicable).
i
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HTU Underlayrrient or Tri-Built Smooth HT S/A
Underla%irrfent-
`
� G.3.1 Shall beinstalled in compliance with the requirements for ASTM O1970undedayment in FBC7able
1507.1.1 foe the type ofprepared roof covering tobeinstalled.
�
6.3.2 Non-rile applications:
While priming isoptional,TRI-BUILT Materials Group, LLC recommends priningthe deck'ifthe final,roof
'
cover isout's|ated-for instal ationWijth\nZ4hours.
Apply sheet parallel tothe roof edge. Roll out approximately 1Oftofmembrane and peel back the first 3
ftofrelease film.
Adhere the exposed parftothe substrate and unroll the remaining membrane msfaraxpoysb|e'
Once the entire length of membrane is in place,pee|^off the release film diagonally while holding.the
`
membrane tight. Firmly roll,broom orhand-press the membrane into place toachieve abond.
Horizontal seams should be minimum 3-inches, configured toshed water. Vertical seams should he 6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
'indhesandotaggenednot|esthan2-fthnmverdco|seamsAnthecouoebe|ov,seo|edinaccordoncewith
� TRI'BW|LT88aterials Grdup,,LLCrequimements.
When installing at slopes above 8:l2, TRI-BUILT Materials'Group, LLC recommends back-nailing in the
�
overlap area atthe top ofthe sheet atz2-incho.c
�
.
For Valleys and Ridges: Cut underlayment into 4to6foot lengths.Peel the release paper and center sheet
i
over valley mrridge. Drape and press sheet into place, working from the center ofthe valley orridge |m
eachdinecbun. For valleys,apply the sheet starting atthe lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Unddrlayment oril
Reference is made to FRSA/TBl April 2012 ()4-12) installation Manual and Table 1 herein' using the
instructions noted above aaoguideline.
�
For foarn-on tile applications,reference is made to Section S.&4 herein for Wind resistance limitations that
i
fall outside the scope nfFRSAITR|April 2M12(04-12)'
/ e � oU staged h be loaded and �Qed in a manner that prevents �e slippage and/or damage to the
�
\ undedayment See Table 2herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
` 7' BUILDING PERMIT REQUIREMENTS:
Aarequired bythe Building Official or�AuthorityHaving Jurisdiction inorder toproperly evaluate the installation of
�
this product.
�
B- MANUFACTURING PLANTS:
.
Gulfport,MS
' 9. QUALITY ASSURANCE ENTITY:
�
UL,LLC—QUV9625;(314)578-3406;k.chantellbn@us.u|zom
'END opEVALUATION REPORT-
�
o
Exterior Research and Design,LLC_ Evaluation Report A42-9suuu12-R6
� cm�on�m,Aw�vnz*a�o�ao o=Eomom(uoo)recmomxxxzcuALuxnom rumwexs
/ TRI-BUILT Roof unuerm»mems (8o0)sz*uoos Revision moy/25/mo
Page sms
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