HomeMy WebLinkAboutPRODUCT APPROVALJ
k
see; Home i Login I User NcgL^trEtian . not Tepla Su .lS nnii u, So. 8 Px Pvblirat Lmtect U. I Bas Siw ,p fAle, I sa h
al,,R,Pv,A.P rovFILE COPY
are RECEIVED
ffi-110
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Plione/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL1767 R� DEC 0 3 2018
Revleion
ST. Lucie County, Permltting
Approved
CONCEALED FASMERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Drexel Metals, Inc.
204 Railroad Drive
Ivyland, PA 18974
(502)3dre3 e )Shumatete9SCANNFn
-151CtOm
Jason Shumate iSt Lu 13 )-humate@drexmet.coCie
m County
ARE SUBJECT AND
CORRECTIONS
PROPOSED
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect br a Licensed Florida
Professional Engineer
Evaluation Report - Hardeopy Received
Zachary R. Priest
PE-74021
Architectural Testing, Inc., an bntertek Company
17/31/2020
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
FL17 78 R5 rDI CRX1500' 5 2017 FBC Ev,hwic, R t N HVHZ
F NAL. dF
Standard
Year
ASTM B 117
_
2016
ASTM G 155
2005
TAB 100
1995
TAS 110
2000
TAS 125
2003
UL 580
2006
UL1897
2012
Equivalence of Product Standard
Certified By
Sections from the Code ST. LUCIE COUNTY
REVIEWED FOR CO
PLANS AND PERMIT MUST BE KEPT JOB
SITE OR NO INSPECTION(S) WILLX MADE
� � I
Product Approval Method Method 1 Option D
Date Submitted 04/19/2018
Date validated 04119/2018
Date Pending FBC Approval 04/2212018
Date Approved 06/12/2018
I
Summary of Products
FL#
Model, Number or Name
DeScri Non
176781
Drexel Metal Roofing Systems
DM 100NS, MC 150SL, DMC 15055, DMC 1755, DMC 2005,
DMC CSV.&DMC Corrugated
Limits of Use
Installation
Installation Instructions
Instructions
Approved for use in HVHZ: No
Rs lL S2n)7 FBr-E ( Y R rt
Approved for use outside HVHZ: Yes
Nrn i7,_IMAIf
Impact Resistant: N/A
Design Pressure: o
Verified By: Zachary R. Priest PE-74021
Other: See evaluation on report for limits at use
Created by Independent Third Party: Yes
Evaluation Reports
FLS I6G9 85 AF DRXI5001 S 0I7'BC Ev 1 -H R
NnnffVH2 r: NAI„pclt
Created -by Independent Third Party: Yes
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PrQdUaAPP,Peal Aaep6a
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Credit hard
Safe
( Certificate of Authorization No. 29824
(CREEK" 17520 Edinburgh Dr
Tampa, FL33647
�} TEr-HNICAL'SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA Buimm CODE, r EDITION (2017)
Manufacturer: DREXEL METALS, INC.
Issued April 19, 2018
1234 Gardiner Lane
Louisville, KY 40213
(602) 716-7143
www;droxmet.com
Manufacturing: Drexel Metals Association of Regional Manufacturers (DM -ARM)
Quality Assurance: Architectural Testing, Inc. (QUA1844)
SCOPE
Category: Reefing
Subcategory: Metal Roofing
,
Code Sections: 1504.3
Properties: Wind Resistance
REFERENCES
Enti
Report No.
Standard
Year
Architectural Testing (TST1558)
56840,02-122-18
TAS 100
1995
Architectural Testing (TST1558)
58369.01-122-04
UL 580
2006
Architectural Testing (TST1558)
58459.01-12244
UL 580
2006
Architectural Testing (TST1558)
58461.01-122-44
TAS 125
2003
Architectural Testing (TST1558)
82776-01-10944
UL 580
2006
Architectural Testing (TST1558)
82784.01-109.44
UL 1897
UL 580
2012
2006 -
Architectural Testing (TST1558)
83296:01-109-44
UL1097
UL 580
2012
2006
Architectural Testing (TST1527)
H3245.01450-18
UL 1897
TAS 125
2012
2003
Architectural Testing (TST1527)
H9058.02450.18
TAS 125
2003
Architectural Testing (TST1527)
H9058.01450-18
TAS 125
2003 '
Force Engineering& Testing(TST5328)
178-0054TA2
UL580
2006
Force, Engineering 8 Testing (TST5328)
178-0055T-12
UL 1897
UL 580
2012
2006
Hurricane Test Laboratory (TST1527)
0287-0209-07
UL 1897
TAS 125
2012
2003
Hurricane Test Laboratory (TST1527)
0287-0308-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0311-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0313-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0512-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0706-07
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
VLS-005-02-01
ASTM S 117
2016
PRI Construction Materials Technologies (TST5878)
VLS-004-02-01
TAS 110
AS -RI G 155
2000
2005a
PRI Construction Materials Technologies (TST5878)
DMC-004-02.01
TAS 110
TAS 125
2000
2003
PRI Construction Materials -Technologies (TST5878)
DMC-005.02+01
TAS-125
2003
PRI Construction Materials Technologies (TST5878)
DMC-006-02-01
TAS 125
2003
PRI Contraction Materials Technologies (TST5878)
DMC-007-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-008.02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-009-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-014-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-016-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-017-02-01 Rev 1
UL 580
2006
UL 1897
2012
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. ..
CREE{,� DREXEL METALS, INC.
a r Metal Roofing
TECHNICAL SERVICES. LLC
ED&
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
DMC-018-02-01
UL 680
2006
PRI Construction Materials Technologies (TST5878)
DMC-024-02-01
UL 1897
UL 580
2012
2006
1897
2012
PRI Construction
on Materials Technologies (TST5878)
DMC-033-02-01.1
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
DMC-037-02-01
UL 580
2006
UL 1897
2012
PRI Construction -Materials Technologies (TST5878)
DMC-037-02-02
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
DMC-038-02-01
UL 580
2006
UL 1897
2012
PRj UCT DESCRIPTION
DMC 10ONS
DMC 150SL
1 in. snap lock seam; Max.16 in.
snap lock standing seam roof
Min. 24 ga. Fluropon® coated ASTM A792
ASTM A653 G90; F„ = min. 50 ksl; Shall c
or
nail
Section 1607.4.3
.,=a.., sv.—rr, i rvon-suucmral, snap IocKstanding seam roof panel
- Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or
ASTM A653 G90; Fr = min. 50 ksi; Shall conform with FBC Section 1507.4.3
DRX16001.5 FL17678-R5 Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product altdbutes that are not
specifically addressed herein.
CREEK
` TECHNICAL SERVICES, LLC
DMC
175S
DREXEL METALS, INC.
Metal Roofing
structural, mechanical lock standing seam roof panel
0.(032 in. FluroponO coated ASTM 8209 aluminum; Fy = min. 1
)mt with FBC Section 1507.4.3
24 ga. Fluropon® coaled ASTM A-792 AZ50, or
N A653 G90; F�= min. 50 ksi_ Shall conform with FBC Section
„ B-L
1 -T
"T
Shall
-simcrumt, snap lock standing seam roof panel
0.032 in. Fluropon(D coated ASTM 8209 aluminum; Fy = min. 24 ksi; Sh
arm with FBC Section 1507.4.3
0.040-inch Fluropon® coated ASTM 8209 aluminum (Fy = min. 20 ksi);
arm with FBC Section 1507.4.3 ___
24 ga. Fluropon®wated ASTM A792 AZ50, or V
M A653 G90; Fy min_50 ksi;. Shall conform with FBC Section 1507A.3
l T—
i 1 �.
j L
i I
i
200S i. Profile: 2 in. mechanical seam; Max. 16 in. coverage
i, Descnptton_ Non-sstructural,_mechanical lock standing seam roof panel
.
Material: Min. 0.040 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 20 ksi; Sh.
conform with FBC Section 1507.4.3
I Min. 24 ga. Fluropon a0 coated ASTM A792 AZ50, or
h _ i ASTM A653 G90;.Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3
te' -
This evaluation report is provided for State of Florida product approval under Rule fit G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
a
Tom&°°4 CREEK
TECHNICAL SERVICES, LLC
DMC 450
Corrugated
DREXEL METALS, INC.
Metal Roofing
Material: 1 Min. 24 ga. ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with FBC
}Section 1507.4.3
Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall
I ' conform with FBC Section 1507.4.3
1 t.
12
ji
— 16"
ga. Fluropon® coated ASTM A792 or
nform with EB_coateC Section 1507.4.3
62 _
in. Fluropon® d ASTM 8209
with FBC Section 1507.4.3
21" up to ga• Covanaga
yrofile, , 1 112 in. corrugation; 21 in. coverae
)escriptron: jNon-structural, through fastened i
Aaterial Min. 26 ga. Fluropon® coated AS
i Shall conform with FBC Section 1
Min. 0.032 in. FluroponQ coated i
conform with FBC Section 1507.4
l i.6
2'-1 '
1G
G90 ; Fy = min. 50 ksi;
= min. 23 ksi; Shall
or ASTM A653 G90 ; Fy = min. 40
)9 aluminum; Fy = min. 19 ksi; Sh;
i ms evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which. this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
DREXEL METALS, INC.
Metal Roofing
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. This report is not for use in the HVHZ.
3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
4. Roof slope shall be in accordance with FBC Section 1507.4.2.
5. Reroofing shall be in accordance with FBC Section 1511.
6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 611320-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
GG? ......... Ryeeiy
.�%G E NSF :FiP�,4:
? No 74021 2018.04.19
* cc`�-07:24:23
STATE OF tua a, w _04'00'
�C 0 R t) N' Zachary R. Priest, P.E.
� Florida Registration No. 021Ss/0NAIli%,% Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
GREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
Products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing ordistributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest. in arty company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
1) APPENDIX A— Installation (12 pages)
2) APPENDIX B—Approved Roof Systems (8 pages)
3) APPENDIX C — Design Wind Loads (4 pages)
DRX15001.5 FL17678-RS Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. Themanufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this Mport is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
4 -DREXEL METALS,. INC.
CREEK Metal Roofing
TECHNICAL. SERVICES, LLC APPENDIX A
INSTALLATION
Note - Refer to Vie,APPRoveo ROOFSYs7EMS section of this report for speciGc.installation details of selected system.
Unless otherwise specifi s re wing installation details shall be met for the named products:
Component
Product
I Instdlla.' n Detail
#9-15 HWH wood screw
,
with sealing washer
#10-14 HWH wood screw
with sealing washer
rate through the sheathing a minimum 318 in. Must be corrosion
Shall p)in
resistantaccordance with FBC.section 1507.4.4.
#10-15 HWH wood
Fasteners
screws with dual threads
and sealing washer
410-13 PH wood screw
#10-16 DP3 PH selt-
drilling .screw
Sh penetrate through the top rib of the steel deck a minimum 3/4 in. Must be
Sion resistant in accordance with FSC section 1507.4.4. ,
#14-13 DPI PH self-
drilling screw
JI
- \\
Bearing Plates
18 ga. Bearing Plate
® g•
ea a
yy
24 ga. In -seam clip
DMC 150SL Clip
Clips
24 ga.. SS in -seam clip
24 ga.. DMC 150SS Clip
e, a
a
FL17678.R5
1 of 12
This evaluation report isprovided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
�g
UCREE - .r
TECHNICAL SERVICES, LLC
DREXEL METALS; INC.
Metal Roofing
APPENDIX A
.Component
Product
Installation Detail
16 ga. base; 22 ga. butterfly in -seam clip; 120 in. length: top slider 12 in. o.c.
L.:
DMC 200S Continuous
C
Butterfly Clip
...ice,,.....
Clips (Coned)
24 go. in -seam clip
DMC 450 Clip
24 ga. SS in -seam clip
DMC 45GSS Clip
Sealants
-Bostik Chem -Calk 915
'in continuous beads along the seam
Fastening Details
Nomenclature
Attachment
DMC ICONS PANEL _...._.
DMC 100NS Standard
DMC 100NS PANEL
f
BOSTIK 70-05A. (2 - 31161 BEADS)
DMC f00NS Enhanced�
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall. rfobfy CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressedherein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED ROOF SYSTEMS
ORE%EL METALS. INC.
Metal Roofing
APPENDIX B
The follmvieg notes shall be observed when using the assembly tables below.
1. Maximum Design Pressure, (MDO was calculated using a 2:1 margin of safety par FBC Section 15M 9.
2. Refer to LIMrAnoea and sections of this evaluation when using the table(s)below.
3. Refer to INSTALL4mON Seddon Of this report for installation deta0 when the information is not explicitly stated for the selected assembly.
4. The on-center(ox.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 go IF,,= min.33 ksi) Wide Rib Deck (Type WR)
conforming to ANSUS01-RD1.0 & FBC.
6. Wood Deck shall be designed by others in accordance with FEC requirements and shall be minimum 16/32-inch thick ARA Span -Rated plywood
sheathing at maxmum 244nch span.
CREEK -
TECHNICAL SERVICES, LLC
DESIGN WWD LOA05
DREXEL METALS, INC.
NetN Reese,
APPENDIX C
The following tables provide design wind leads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7.10 under the fallowing
provisions:
1. For Hip roofs between 2:12 and 5.6:12, Zone 3 shall be treated as Zone 2. '
2. Wind speeds for risk category I, II, III, and IV buildings shall be as defined In Section 1609 of the FBC.
3. Exposure B, C, and 0 shall be as defined in section 1609 of the FBC.
4. Design wind load provided only for gableM p roofs with roof slopes between 2:12 and 6.1:12
5. Ali calculations are based on an effective wind area of 10-f a or less.
6. Topographic factors such as escarpments or hills have been secluded from the analysis '
7. Overhangs have been et¢luded from the analysis.
S. Wind directionality, facto, Ke=0.85
9. Vat is shown in the tables below. Design wind loads are calculated using Vac, = Vm40.6 per 1609.3.1.
10. Projects with mean roof heights greater than 60-0 shag be evaluated by a licensee design professional
11. Zones 1.2,.and3Shall be defined asshownbelow. Dimension "a' shall be 10% of the least horizontal dimenelon or(0Ax Wan Roo( Height), whichever
la smaller, but not less than either 4% of the least honer al dimension or 3ft
Gable Hip
Thb eralvaUon �apen5proNdeO ru emm oI FNnOa proGuctapprovalunaor Rine B1G3aJ.Tnamanufacturer. .If notify CREEK Trthfaorl Se., LLG a anypmauct Enanges,
Suallty ossurance ticat,ce auouyhoi4 the donation for whiohtnIa repo .Is volld, This evaluation reapil does hat eMprees nor implywaaanty. Irwhallatier, recommended use, or mhe,.
product aedbutea that are not specifically edtlreaxr! herein
CREEK
TECHNICAL SERVICES, LLC
DREXEL METALS. INC.
MOW Roofing
APPENDIX C
��.mafia
Roof
....
'Ni....:!
90,11
20
-14,1
-16,7
-Ma
S�
_V2
-25.3
-28.5
-32fi
-35.5
-39.5
25
_2
!je7
fi�,
2M
-32,fi
43518
�Z
30
-14.2
,�Z
-22.2
-25.3
-28.5
-32.0
435.6
z395
Q
ASA
-24A
.27.4
.31.0
913
�7
ia
.16,5
;2-15
�5.7
.29.2
-33.0
.37.0
41.2
-4 5.7
5-1
-27.0
-30.7
3La
479
20
-243
4
.38.7
44.0
491
.55.7
.62.0
.68-7
-n.o
-33,7
38,7
id.o
49.7
-65.7
-520
5&T
30
44.7
-29.0
.33.7
-38.7
44.0
191
-55.7
-510
-65.7
E.dosoti
2
40
31.5
.36.6
42.0
1 -47.8
519
•60.4
457.3
.74m6
50
-2&6
33.6
.39.0
.57.5
-64A
-71.8
-795
60
-36 0
353
4od9
4&9
534
-50,3
.67.6
.76.3
63,15
m
45.6
42.9
49.8
57.2
.65.0
-73.4
1 -823
1 91.7
-1014
25
-36.6
42.9
19.8
-57.2
4550
-73A
923
91.7
.101.6
30
-36.6
12,9
49,8
57.2
56.0
-73.4
52.3
91.7
.101.6
3
4D
4i97
46fi
54.1
-62.1
-70.6
79.7
89A
499.6
-110.3
S)
42.3
.417
-57,6
-56,2
-75.3
45d0
-953
-106.1
-1174
60
44.4
521
50fi
59.4
.79.0
492
-InDmo
-111A
-123A
20
-19.1
-26.0
-Na
-33.9
483
42.9
47.8
+53.0
25
.19.1
--224
-22.4
-290
-33.0
'3043
429
478
53.0
30
A9.1
-224
-2610
49.9
-33.9
-38.3
429
478
53.0
1
40
-20,7
.243
m282
-36.8
41.6
46.6
-51.9
67.6
52
-22.1
.25.9
-M.1
_:324
-ol.5
-30.3
44.3
-,197
-554
-61.3
1 60
-23.2
-21`2
3115
36,2
-41.2
46.5
521
-5841
54.4
20
-29.6
40,3
46,3
-52.6
-59.4
ea.6
-742
1 -82.3
25
-29M6
-34.8
402
16-3
-52.6
49.4
-86fi
_74,2
-823
".11Y
30
nfi
-34.6
40.3
�6.3
1 .52.6
-59A
-86,6
-74,2
-B2w3
Enclosed
2
40
J 2
37,7
43.8
-511.2
-57.2
-M
-80.6
-119.3
50
�.a
402
46.6
-53.5
-50.9
77.1
71
-
�g
-II
60
.360
42m2
48.9
�63,9
n 2
M
�:3
410.9
-90.1
-99.9
20
41*6
48.7
1 �4
�1,8
n,7
"933
-103.0
115.2
25
4105
8.7
56.4
-eK.8
-717
3d2
-9303
-103.9
-116.2
-73.7
�2
-913
-Iwfi
1-120,3
.1152
.&D.0
n.3
-101.3
.112.8
-I;ie5x
-85.3
-962
AWS
-133.3
W
-50,3
-59A
-68mS 1
-78.7
-89.5
-101.0
�I 113
.. 3
AM 2
AM A
DR)(16001.5 FL17678-R5 Pa9c2d4
'FIkil,s evaloaCm report is p,wlJedlor S.toofniorld.ononti. ap .I under R.I. 6IG203. TTc manNeGuror W*'i.5]YCRECKTe G Se�s,LLCofanypNudd i9e4u7
quarill,assurance changes throughout the duration for vrhlgft this report is valid. This evalmlion mood don not eXpMSS nor imply o,atninty, instollatlon, recommended use. or other
1 CREEK
12 TmmmcAL SERvicEs, LLC'
DREXEL METALS, INC.
Mahal Roofing
APPENDIX C
flu8d
Lj1
1''
jone
Mean,
v'Roofpl
Heightmi-
130
h 40
0
m
_1113 -21.4 1
.24S
-286
_325
416.7
45.8
�.B
25
.191 -214
-m.O
�.B
9
-M.3
42.9
47.9
.53.0
30
-1919 -ZA
V.1
.31.1
..........
119.9
.. .....
44,11
49.9
45.3
40
-21.1 f -24.8
.287
-M.0
1 5
424
47Z
32.9
.511.7
60
.22.1 -2&0--L-
301
44.4
49.8
-65.6
-61.6
60
22
-22.9 -26.9
1 -all
5
N.
�l
-51,6
�.5
�1_7
m
-31.8 47.3
3'
F2
1 41.3
1 S&6
�1.8
-71.6
-79.8
.88.4
25
�31K_ 419.0
3
3 2 -11
�2
4119
1 -59'1
667
--74.8-
77--
�43 �3
.928
30
6
�S 40.7
47.2
_541A
4il.a
`II9z
-77.9
.86.8
�1.2
2
40
-36.8 �A
_S().0
.57A
415.4
-73,8
�J
�2
4m.1
50
-356 -46.2
-52.4
-602
4IB.5
-77.3
-867
96.6
1 -107.0
60
�ag -46.9
54.4
-621A
.71.0
4302
M.q
.100.1
411.0
20
7 1 1 55.2
-735
-83,6
-%.4
-103'8
-117.9
-IM.T
25
491 Z 7
�6.9
.76.8
417.3
-986
-110.5
-In,2
436.5
30
2 1
�1.2 1 �.l
�l
4i0l)
-91.1
-IOU
-11&3
-128A
-1423
3
Q
-�A �.B_
-74.0
m.9
.98.6
Iml
-122.3
-IM.3
.15to
50
_77.5
.89.0
_101.3
114.3
-In.2
-142.8
.1583
60
-591 3
�A
.9211
_1050
-118.5
-1329
-148.1
_164.1
20
45 28 U
�iA
-W.S
.436 -
49.2 ----
7 -65-2
458,2
25
-25A 1 �.l
I 3.9
404
45.6
si 4
77
46.2
-71.2
3 0
10
-2&7 -31A
�A
41.7
47.5
-53.6
-W.1
_57.0
.74.2
40
�.3
.38A
448
.50A
_56.9
-63,8
.71.1
.78.8
_:40
50
.29.7
:40 _5
46 _4
51.8
-5g.6
I -mg
1 -74.5
42.5 1
60
-30A 46,2
.41.9
48.1
.54.8
.61.8
-69,3
.77.2
45.6
20
-35.1 44.7
.51.8
-69.5
-67.7
-76.4
45.7
1 .95.4
'105.8
25
419.8 -48.7
.54.1
-62.1
.70.7
-79,4
I -0.5
1 '99.7
.110.5
p.rh.fly
30
41.5 48.7
-%A
44.8
-7317
413.2
-93.3
1 .103.9
-116.2
EhC..d
2
40
44.0 -61.6
Z9.9
-68.7
-78,2
40.3
.99.0
1 -I1q,3
-122.2
50
48.1 _54.1
-62.8
_n.0
420
425
103 8
115.6
_128A
so
47.8 46.1
46.1
.74.7
45.0
1519
.117
_1138
Im.8
20
4 3 42.6
-72.6
633
-ma
-OTO
-11 .
I336
448A
25
�11 7 -65.3
.75.8
47.0
.99.0
-111.7
-125.3
-139.6
_1154.6
30
-ABA
.700
-9017
1032
416.5
'1316
A46.5
.1 61.2
3
40
1 4II.G 72.3
1 ZZ
�6.2
1 1095
-12&6
.1386
-1&14
-171.1
50
44.6 1 -75.8
1 4T9
.100.9
1 414.8
-1412
-151.B
-179.3
60
-66,9 1 -78S
1 4)11
1 AN 6
1 .119.0
_150S
I -167.6
I .1858 I
20.3. The rhanvfaotWamall notify GqECK lochhleal SeNlecs, LLC ofany pMdud Changes or
C,J.zlon repel d.s hot exxcoa h. irnply ..Iy. InalaIll.fi... rewnmeltdaCI vae. or offin,
CREEKg� �'"pp,J/ DREX LMEfALS, INC,
M0181 Roofing
TECHNICAL SEHVICSS, LL-C
APPENDIX C
A3.WaiHipR flirl'Ex'osdre0lRoof stop'e'beM:eeM13:]Pafid8.1.4
Aa=... ,,. _^-a
_1: 3+ •. ",•"`.
..
Me51,r
,Ji
<..- Bas
4Vud5 bd
oh
-"r'j
20
-21.9
-25.7
-29.9
-34.3
39.0
460 1
49.3
-55.0
-60925
-22.7
I2g7
41.0
-35L
40A
d.6
-51.2
57p
_ __30
.23.6
-27.6
-32.1
.35.8.
41.9
47.3
-53.0
.59.1
-65.440
7c�
50
-24.8
-25.R
w29i
30.3
93 7
-35.1
J6 7
_
-00.34&9-51.8
_ 44.0 „
-49]__.55_7_
-SBA
. 621
-F4.6
-68.8
-71,660
-266
•31.2
36.2
d1.6
-17.3
-53.4
�. u9:9
i69
-73:9
20
3&2
448
-52.0
.59.7
-67.9
.76b
-05.9
-M7
-106.0
25
-39.6
-08.5
-539
1 -61.9
.70.4
.79.5
-89:1
-99.2
-110,0
2
30..-.44t36..1-
......
...
506
_-%8
......4._4
18l
.83
-86,5
9]0
.108.1
.113.9
-1i96
50 �
_._,61
-�-44.9
6 .7
-61.1
-700
-_7ff
_M8
-90.1
-161.tl
.112.5
-124.9
60
-063
-5431
-530
-]?4
-92:9
-92.9
-1042
-t16d
-128.9
20
-56.5
76.8
48.2
-100A
.113,3
-t2].0
-141.5
-166.a
25
585 -_19.]
-91.5
_
-104A
-017.5
_
-131.7
A46.8
-162.5
-60.6
L5
-94d
-107.8
-121.7
G36A
- -152.0
-168.4
=Jt2�5
16.8
-99.6
-113.4
I -128,0
.1332
-143,5904-11&0
-149.A
-10.4.
-I MA
M,5
932
.107.0'
-121.]
A37.4
ASIA
A71.7
4M..2
20
-nA
40.1
49.0
< 2.3
59,1
-66,3
.73:8
.81.8
41.6
47.7
-54.3
-61.3
-68.7
.76.5
-849
30
-31.6
.37.1
1 43.0
49.4
-56.2
''.M.5
.71.2
49.3
-87.8
1
40
-333
-39.0
-05.3
-520
-59.1
-694
-74.8
-83A
-924
50
34.6
-W&
47,f
-54.1
-6f.fi
-695
-n..9
.86A
.96.2�
60
-35.7
41.9
48.6
SS8
-695
-71.7
-80A
-SSS
199.2
20
457
-53.B
-62.2
-71.4
41.2
-91.7
-102.8
A145
-126.9
25
47-.4
-55.0
-6d.5.
-74.0
-84.2
-95,1
-10616
-118U
-131.6
PaOtally:
Enclosed
2
_ 30
40
-491.,..,.....,
516
575..............
606
._-
L88
70.2
16 T
506
_BT 2.,.
A1.8
-__
983.-_.
1036
_
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A16.1
-1230
AAA
-186.9
-143.4
_
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_
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-wa
-955
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-120A
-134.7
-149.2
60
-554
-650
-76A
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-124.7
-138.9
.153.9
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-67:1
-94.9
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-128.4
-1419
-lw0
-177.7
-�- 25 -_
-�-663
_
-7].e
-90:3
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-117.9
-133.1
-149.2---
--186.3
-18d.3
30
.6867
-80.0
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-1379
-1: ,a
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-16Q3
3
40
-72.3
-a4.8
-9863
-112.9
-1285
-145.
-102.6
-4a11
-200..7
50
-75.2
-8&3
-102.4
d17,5
-133.7
:.1510
-169,2
-188.0
-208.9'
_
\ 60
-]7,6-�-
- -fl1.1 -�
-t05.6
-121,2
-037.9
-155.]
-174.6
-1945
-2155
,d., Rule 6IG20-3. Tlw:nanufnctu,e6ihall rmti(y VREEK TuclmioW Snrvice4 LLCo1yry pratluct eM1engey m'
Is valid, Wa, ovafuptlon mood Boas not oases c nor 4npl, i"ant, it ataliafion. recronimendod ace, R other
�, I (yd l�ja
p a d d i'� • e d r
aCISMDme I lnprn 1 Uz rRegatratlun i Mot TRPI .1 suamit SurtlRarpe I. stirs@Facts-i R,Nim[bns 1 FHCSran (. ea$site MaD i Unks ! ScamA )
dbpr �- FILE®PY
(` PrdductApproval CEIVED
Y MR:FuMktser RE
o-w c-vtw.t 2—[ul191 nEC 03 2018
Pcrt nooma-al Men r> roam, or Imatbn RODII:Jiion t §t> ApP1lraEan Main
P1t
1 u£ FL #
Application Type.
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance. Method
FL16048-R6
Revision
2017
Approved
n
Trl-BuiltMaterials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
david.ruiz@tribuiltmg.com
David Ruiz.
david.miz@tribuilbng.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201)642-2449
david.miz@tribuiltmateriaisgroup.com
Roofing
Underlayments
ST.
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E.! Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert'Nieminen
the Evaluation Report
Florida License
QualityAssurance 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
PE-59166
UL LLC
07/18/2020
John W. KnezeVieh, PE
0 Validation Checklist - Hardcopy Received
FL16048 R6 COf 7017 01 COI Nierninen.ricif
Standard
Year
ASTM D1970
2015
ASTM. G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
OL 1897
2012
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12112/2017
Summary of Products
FL #
Model, Number or Name
Description
16048.1
TRI-BUILT Roof Underlayments
Self -adhering, modified bitumen roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVH2:.No
FL16048 R6 ❑ 2017 09 FINAL ER TRI-
Approved for use outside HVHZ: Yes
BUILT UNDERLAYMENTS FL16D48-R6 odF
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-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 the self-adhering
-PL16048 R6 AE 2017 09 FINAL ER TRI_
underlayment for one particular application. Sale ER Section
BUILT UNDFRL AYMENTS 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.
eaek N45t
Contact Us :: 2601 Blair Shine ends. Tallahassee H.32399 ehond- 850-487.1624
The State of.Mosda Is an AVEM employer. Covi 2007-2013 Sore of Floss.::: Blyaty Statement 1: A4re55Lility Statement :: Refund Statement
Under Florida laws email addresses are public rtodurs. If you do not want your e-mail address released In response m a public raters request, do not send electronic
mail to M¢ entity. Instead. amount the offKe by phone or by dradiamal ri If you have any gtieshads, please contact 850.40.1395.-Vursuant ed Rai.. 455.275
(1). Fbdda Slai uma, effemve October 1. 2012, Ikensees resonator under Chapter 455. F.S. must provide Me Department with an email address If they have one. The
!mails provided may be used for offlrbl communication win the licensee. Horeever email addlnses ore public record. If you do not wish to supply a personal address,
please provide the Department with an emalladdress whim on be made available to Me public. To determine 1l you are a licensee under Chapter 455, F.S., please
Pmdff�uua�—�llilIpp eelAccepts:
MI fA4"� � M
Credit Card
Safe
`-J TRINITY ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503,
353 CH RISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO Box70 FL16048-R6
Rutherford, NJ07070 o Date of Issuance:10/25/2012
(800) 516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th 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. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
AbvERTISEMENr: The Evaluation Report number preceded by the words "Trinity1 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 atthejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166,Florida DlA ANE1983
Thelaeslmgesealaypearing wm autMrkea try Hobert Nieminen,
P.E. on 03/8/MIl]. Thu does notum man elecwn'raih signed
mmmeoe
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 l 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, afinancial interest in any other entity involved in the approval process of the
product
5. This is a building code evaluation. Neither Trinity l ERD nor Robert Nieminen, P.E. are, in anyway, 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.
TINIT( ERD
ROOFING COMPONENT EVALUATION:
1. 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 6°h'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
1504.3.1
1504.3.1
1504.6
1507.2.411507.1.1, 1507.2.9.2
1507.3.3-
3. REFERENCES:
Enti
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD W6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD ((ST6049)
ERD (TST6049)
UL, I.L.C. (QUA9625)
UL, LLC.(QUA9625)
4. PRODUCT DESCRIPTION:
Property
Wind Resistance
WindUplift
Accelerated Weathering
Physical Properties
Physical Properties
Examination
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4474
UL 1897
ASTM 6155
ASTM D1970
FRSA/TRI April 2012 (04-12)
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
544870.04.14-2
544870.04.14-3
544870.04.14-1
544870.04.14-4
S43530.02.14-1-R1
S43530.05:14
540S40.10.14
SC7645.02.15
SC8520.04.15
SC14045.05.17-R1
Mu Itiple-Usting R16814
Service Confirmation
Year
2011
2012
2005
2015
2012
Date
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/2014
05/14/2014
05/28/2014
10/31/2014
02/13/2015
05/27/2015
06/07/2017
12/10/2015
Exp.07/18/2020
4.1 Tri-Built Sand-R SA. Shingle Underlayment is a self -adhering, ,glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a.36-inch sheet width; 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/TRI.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.
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 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 HVHZjurisdictions.
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, U.C. Evaluation Report A42960.10.12-116
Cenilcate 01Aothorizotion N9503 6n' EDITION(2017) FBC NON-HVH EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1495 Revision 6:09/25/2017
Page 2 of 6
�INITY 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 -onthis evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
'TABLE I.ROOF COVER OPTION$
Underlayment
Asphalt
Shingles
Nail-0n Tile
Foam -On Tile
Meta(
Wood Shakes
&Shingles4�.�s
Tri-Built Sand -RSA Shingle
Yes
No
No
No
Yes
Underlayment
-
Tri+Built S/A HT TU
-
ylsYes
llnderlayment
Tri-Built Smooth HTS/A
Yes
No
No
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following, Approvedtileadhesives/underlayment-combinations.
- TABLESA AIWV A ETILE ADHF9IVE/UNDERLAYMENTCOM8INATION51. -
Adhesive
Florida Product Approval
I Undedayments
ICP Adhesives Polyseta AH-160
FL6332
Tri-Built S/A HTTU Underlayment
Dow TileBund—
FL22525
Tri-Built S/A HTTU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand -Ft SA Shingle Underlayment, 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
OSB priorto installation of the self -adhering underlayment.
5.6.2 Bond-to4nsulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HTTU 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 the 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.
r Refer to Tile Manufacturer's orAdhesive Manufacturers Florida Product Approval for overturning Moment Resistance Performance.
IWerior Researchand Design, I.I.C. Evaluation Report A4296010.12-R6
ceMpc= OfAushoriz0110n 09503 6TM EDITION(2017) FBC NON-HVHi EVALUATION FLIG048-AS
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
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5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment orTri-Built Smooth HT S/A
Underlayment applied to:
ASTM D226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, baselayer shall be attached per
minimum codified requirements. For installations under foam -on tile systems. (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2022 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in. Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systemsbeneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are usedin foam -on the
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A of
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45.0 Dsf:
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/AHTTU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 Dsf
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-Built S/AHTTU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 Dsf:
Deck:
Min. 15/32-inchAPA-rated BOX plywood (may be installed C-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
splinters and wood projections shall beremoved/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 Dsf:
Deck:
Min. 19/32-inch plywood to meet project. requirements to satisfaction of Authority
Having Jurisdiction:
.Base Sheet:
Soprema 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-BuiltS/AHTTUUnderlayment, self -adhered.
Exterior Research and Design, U.C. Evaluation ReportA42960.1012-R6
Cerdfimte 4Aathorization 69503 e"EDITION 12017)FOC NON-HVHZ EVALUATION FL16048-R6
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TPJNJTY 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 April2012 (04-12), Appendix A, Table IA.
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 WD3, 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 Sheet 1-29 (January 2016) for Zone2/3 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 (TAS 103 per FRSA/TRI April 2012 (04-12)):
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.
TA_BL_E2:TILE$UPPAGEL1MIrAT10N5_FOR DIRECT-DEQC TILE INSTALLATIONS .-
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)
.,.h I.
Tri-Built S/A HTTU
"_�,_
Underlayment
Lugged
n�
Exterior Research and Design, U-r— Evaluation Report A4Z960.1012-R6
Certiffrbte of Autholilotion#9503 eEDmON(2017)FBC NON-HVHZEVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
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TINITY ERD
6. INSTALLATION:.
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
publishedinstallation requirements subject to the Limitations :setforth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior toapplication, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment, Tri-Built S/A. HT TU'Underlayment or Tri-Built Smooth HTS/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 'Non -Tile applications:
Whilepriming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the. entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, 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 seams in 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 recommendsback-nailing. in the
overlap area at the top of the sheet at 12-inch D.E.
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 ofthe 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 Underlavment only):
Referenceis made to FRSA/TRI April 2012 (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 windresistance limitations that
fall outside the scope of FRSA/TRI April 2612 (04-12).
Tile. .shall be loaded and staged in a manner that prevents tile slippage and/or damageto 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 Having 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.ul.com
- END OF EVALUATION -REPORT -
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certircote clAuthorization#3503 6'"EDITION(20171 FBC NON;HVHZ EVALUATION n.16048-R6
TRI-SUILT.Roof Underlayments; (800) 516-IA85 Revision 6: 09/25/2017
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