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FL.# FL16048-R6 rill
Application Type Revision
Code Version 2017 Permitting
Application Status Approved I ST. LUCiG COUnty,
Comments
Archived ❑
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70 -
Rutherford, NJ 07070
(800) 516. 1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz'
david.ruiz@tribuilting.com
Technical Representative David Ruiz
Address/Phone/Email 250:Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Qua lity'Assurarice Representltive "
Address/Phdne/Email
Category q. Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed.
Florida Professional Engineer
❑ Evaluation Report -_ Hardcopy Received
Florida Engineer or Architect Name who developed .Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity 'UL LLC
Quality Assurance Contract Expiration Date i 07/18/2020
Validated By John W. Knezevich, PE
21 Validation Checklist - Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.pdf
i
Referenced Standard and Year (of Standard), Standard Year
ASTM D1970 2015
ASTM G155 2005.
FM 4474 2011
FRSA/TRI-April 2012 (04-12) 2012
UL 1897 2012.
Equivalence of Product Standards
Certified By _
i
Sections from the Code
I
•
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
12/12/2017
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'HVHZ:
No
F1_16048' R6. II 2017 09'.FINAL ER .TRI-
Approved for use outside
HVHZ: Yes
BUILT UNDERLAYMENTS FL16048-R6.Ddf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-
50
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
FL16048 R6 AE 2017 09 FINAL. ER TRI-
uriderlayment for one particular
application. See ER Section
BUILT UNDERLAYMENTS FL16048-R6.1)df
5.6.4 for:details. 2.) Refer to
ER Section 5 for other Limits of
Created by Independent Third Party: Yes-.
Use:
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
I
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Accessibility Statement :: Refund Statement
Under Florida law, email addresses ae public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
• . . . . . ' Product Approval Accepts:
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'0
(TRINITY ERD
I
EVALUATION REPORT
EXTERIOR RESEARCH &' DESIGN, LLC.
Certificate of Authorization #9503
353, CHRISTIAN STREET, UNIT#13
OXFORD, CT .06478
(203)262-9245
TRI=BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6 .
PO Box 70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800) 516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under) .Rufe' 61G20-3 and the applicable, rules and regulations governing. the 'use of
construction materials in the State of.Illorida. 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 Underl
LABELING:. Labeling shall be in accordance -with the.requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named.product(s) changes, the referenced
Quality Assurance -documentation changes, or provisions of the -Code that relate to the product change. Acceptance of;
this 'Evaluation Report by the named 'client constitutes agreement to notify Robert Nieminen, P.E. if'the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements,with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the. words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is, displayed, then it shall be done in its entirety.
INSPECTION: Upon request,,a. copy of this entire Evaluation Report shall be provided to the user, by the manufacturer or
its distributors,and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of page,'s 1 through 6.
Prepared by:
.� yao-i4t'e'_
� Tat
Robert:J.M. Nieminen, P.E. j l��s�/^. �!]L The fauim ile seal appearing was authorized by.Robert Nieminen,
. _r....,.rrrrr
FloridaRegistrationNo.59166' FiotidaDCAANE1983 •� - P.E.ono9/25/2o17._ This does not serve asanelectronically signed
. • document.
CERTIFICATION OF INDEPENDENCE:
1.. Trinityl ERD 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, a financial interest in any other entity involved in the approval process of the
product.
5. This is a.b.uilding code evaluation.. Neither Trinity) ERD nor Robert Niernioen, 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.
ROOFING COMPONENT.EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRf-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 hereiril
2. STANDARDS:
Section
1504.3.1
1504.3.1.
1504.E
1507.2.4 / 1507.1.1, 1507.2.9.2
1507..3.3
3. REFERENCES:
4.
Enti
ERD (TST6049)
.ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)'
ERD (TST6049)'
ERI) (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, LLC. (QUA9625)
UL, LLC. (QUA9625)
Property ,
Wind Resistance
Wind Uplift
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
Year
FM 4474
2011
UL1897
2012
ASTM G155
2005
ASTM D1970
2015
FRSA/TRI.April 2012 (04-12)
2012
Reference
S40540.02.13-1
S40540.11.13
S40540.03.14
S44870.04.14-2
S44870.04.14-3
S44870.04.14-1
S44870.04.14-4
S43530.02.14-1-R1
S43530:05.14
S40540.10.14 .
SC7645.02.15
SC8520.04.15
SC14045.05.17-111
Multiple -Listing R16814
Service Confirmation
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
PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof nderlayment, 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 rooflunderlayment; meets ASTM D1970.
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinityl 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 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.
Certificate, of Authorization #9503
Evaluation Report A42960.30.12-116
6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments; (800) 5164485 1 Revision 6: 09/25/2017
Page 2 of 6
F)o
TRINITY 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
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Tri-Built Sand-R SA Shingle
Undedla Tent.
IYes
No.,
No
No
Yes
Yes
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Underlayment
iYes
See 5.5.1
Tri-Built Smooth HT S/A
Yes
No
No
Yes
Yes
Yes
Underlayment.
5.5.1. "Foam -On Tile"Is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE lA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
.Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
I FL6332
Tri-Built S/A HT TU.Underlayment
Dow TileBond'"
FL22525
Tri-Buill: S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck: I
Tri-Built Sand-R SA' Shingle Underlayment, TrBuilteS'A'HT�TUtUnderlaymen# 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 Ithe 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:
Tri-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
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on. tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment. shall be
designed by a qualified design:professional and installed based on testing of the insulation/underlayment
system in accordance. with FM 44.74, Appendix D orTAS 114, AppendixJ.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116
Certificai'e of Authorization U9503 6?" EDITION (2017) FBC NON-HVH2 EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 '
Page 3 of 6
5.6.3
5.6.4'
#1
#2
#3
#4
Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built. Smooth HT S/A
Underlayment applied to: \
➢ ASTM D226, Type I o i II felt.
For installations under mechanically attached prepared, roof coverings, base layer shall be attached per
minimum' codified requirements.. For installations under. foam -on .tile systems (Tri-Built. S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12):
Wind Resistance for Underlayment Systems in Foam -On TileApplications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on.tile systems,,where
the underlayment formes 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,.alnd 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 or
FBC 1609 for determination of design wind pressures'.
Maximum Design Pressure = -45.0 psf:
Deck:. Min. 15/324ch 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.
Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction:
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction .of Authority:Having Jurisdiction.
Deck Preparation: Plywood shall be 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-iBuilt 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
voics/bridging.at side and end -laps.
Maximum Design Pressure = -60.0 psf:
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-Built S/A HT:TU Underlayment, self -adhered.
i.
Exterior Research and. Design, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 a EDITION (2017) FBC NON.HVHZ EVALUATiON FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
I
TRINITY ERA
5.6.4.1 For mechanically attached Base Sheet; the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum. design pressure for the selected assembly shall meet or. exceed the Zone 1
design pressure determIined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss. Prevention Data Sheet 1-29 and Roofing
:Application. Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A. Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180=days after installation.
5.8 Tile Slippage Limitatio fs (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 i lope limitations can only be exceeded by using battens during' loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
I 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 S/A HT TLI
Underlayment I
Lugged
Exterior Research and -Design, LLC. .
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page, 5 of 6
F)o
TKINITY ERD
6. INSTALLATION!
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and. debris prior.to application, and prime the substrate (if applicable).
6.3 Tri-Built Sarid-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:' .
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.. .
6.3.2 Non -Tile applications:;
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated forjinstallation 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 shIould 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 IGroup, LLC requirements. -
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. Forvalleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (TH-Built S/A HT TU Underlayment only):
Reference is.made to FRSA/TRI April 2012 (04-12) Installation Manual and'Table 1 herein, using the
instructions noted above as a guideline..
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12)..
Tile shall be loaded and staged in a manner that prevents tile slippage and/ordamage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. .BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority 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, LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization N9503 67 EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-116 .
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
r
5/11/2018
s
Florida Building -Code Online
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RECEIVED
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FL#
14645
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F_ #
Type I
Manufacturer
Validated By
Status
FL14645-113
Revision
Metal Sales Manufacturing Corporation
Yoosef Lavi, P.E.
Approved
istory
I
Category: Roofing
(214) 340-0049
Subcategory: Metal Roofing
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
i
The State of Florida is an AA%EEO employer. goyLlght 2007-2013 State of Florida.:: Privacy, Statement :: Accessibility Statement :: Refund Statement
I
Under Florida law, email addresses ,are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
i please dick here .
Product Approval Accepts:
® eGhccl
&)5 —0,3 v ! Credit Card
. Safe THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
ST. LUCIE COUNTY BUILDING DI SIO REQUIRED BY FIELD INSPECTORS THAT
REVIEWED FOR COMPLIANCE MAY BE NECESSARY IN ORDER TO
RETIE Y. COMPLY WITH ALL APPLICABLE CODES.
DATE
PLANS AND PERMIT MUST BE K ON JOB
SITE OR NO INSPECTIONS) WI BE MADE
CONCEALED FASTEN NSI OR ATTACIi1�3fiYTS
0I)NTRACTOR OR RECORD FILE CO Ply'
ARETHE RESPONSIBILITY OF THE
https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-113
X!- ROOFING
- , `S " , • + _ METAL ROOFING
,j Jjft;Ti vY� -i •'II _ ,. 'f l.r i. i'}-c.
� y[:{',tj4�.�i_"i 1 � ', -i` >_i ','•i<,7::oi: ;_x.: !c .i_L:`•v' i_
Prepared For: ,:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200'
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502) 855-4200
Prepared 'By:
Bala Sockalingam, Ph•D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 14106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover) ejJ1111111:11
Installation Details (I Page) �-% ` SOCKAL/
Report No. C2182-3
Date: 9.9.17
b No 62240
s :
O(
STATE
� 1L
0 !AA-�,`'
r.
FL 14645.3-R3
C2182-3
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: in. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
i
Deck Description: Min.,' 19/32" plywood or min. 3/4" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017.
I
Deck Attachment: 8d xI 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 411.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
'2017 Section 1507.4.
Product Limitations: 'Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
FL 14645.3-R3
C2182-3
9.9.17
Page 3 of 3
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09
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SEE DETAIL 1
NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
EXISTING SHINGLES
(OPTIONAL)
SEE DETAIL 2
�� (PANEL OVERLAP)
(REQUIRED ONLY FOR REOl11REOD FOR PANEL
NEW CONSTRUCTION) ENDS NLY.
%
P q
I p
u
EXISTING UNDERLAYMENT � I
(OPTIONAL)
PANEL FASTENER PER ALLOWABLE
MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET.
x
Bd z 2.5° LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
I
SPACED ® 6' O.C. IN THE FIELD &
4
MIN. 2X_ WOOD RAFTER/JOIST/
4' O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24 O.C.
TYPICAL PANEL INSTALLATION X—SECTION
g
Z wo
C ENO
#9-16 OR #10-14 WOODSCREWS
ALLOWABLE UPLIFT PRESSURE
GYM
NEW UNDERLAYMENT
(REQUIRED ONLY FOR
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 136' O.C.
FASTENER PRESSURE
SPACING (PSF)
o .
N
NEW CONSTRUCTION)
(IN)
rn =n
EXISTING SHINGLES
5V-CRIMP
MIN 26 G0.
J6 416
09
(OPTIONAL)
16
a 0
N
74.8
8 196.75
n
�
d
EXISTING UNDERLAYMENT
D
a
a
= b
a BY
(OPTIONAL)
119/32'THICK (MIN.)
q
DETAIL I
GENERAL NOTES :
I. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
Y
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 G0. (t = 0.0169"). EFFECIM COVERING
?
z Isa
e
#9-16 OR #10-14 WOODSCREWS
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING &STRUCTURE AS"N
-
rym
NEW UNDERLAYMENT
(REQUIRED ONLY FOR
WRH SELF SEAUNG WASHER AT
MAXIMUM SPACING OF 36' O.C.
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
J -
NIiW CONSTRUCTION)
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
8
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
- 5VL CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
EXISTING SHINGLES
MIN 26 GA.
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
(OPTIONAL)
REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
I
7-
REQUIRED FOR EACH APPLICATION AND ARE TIIE RESPONSIBILITY OF OTHERS.
EXISTING UNDERLAYMENT
(OPTIONAL)
P9L/3"?DHICK (MIN.)
2s
02
Ha
of
DETAIL 2 I
F
Y' IbfMaMJA
SCANNED
BYAW
St Lurie �Ounty
BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff BCIS Site Map l' Links. I Search
a
Product Approval
USER: Public User
d.b
r_ _ __
Product Approval Menu> Product or Application Search >'Application Lis t>Application Detail .ry RECEIVED
/tD
C• as ! FL # FL16027-R2 ILL
Application Type Revision MAY
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived
i
Product Manufacturer
Tri-Built Materials Group, LLC
Address/Phone/Email
PO Box 70,
Rutherford" NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature
David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative
David Ruiz
Address/Phone/Email
250 Route 17 North
East Rutherford, NJ, 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
C Richard Schurman
Address/Phone/Email
9050 Louisiana Street
Merrillville, IN 46410
rich.schurman@alliedbuilding.com
Category
Roofing
Subcategory
Modified Bitumen Roof System
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i
L-j Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/06/2018
Validated By
John W. Knezevich, PE
F Validation Checklist - Hardcopy Received
Certificate of Independence
FL16027 R2 COI: 2017 01 COI Nieminen.odf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
FM 4470
2012
FM 4474
2011
Equivalence of Product Standards
TABLE SC:, WOOD DECKS -NEW CONSTRUCTION, REROOF (Turn -OFF) OR RECOVER '
SYSTEM TYPE Q. MECL(ANICALLY ATTACHED INSULATION, BONDED ROOF•COVER
Base Insulation
- 'Top Insulation Layer
Roof Cover (Note 15)
MOP
Deck (Note 1)
Layer
Type
. Fasteners
Attach
Base Ply
Ply
Cap Ply
(Pso
Min. 19/32-Inch
(Optional)
Min. 0.5-inch Structodek High Density
Dekfast Galvalume
(Optional if
(Optional if using AA
plywood at max.
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
1 per 1.33
:
using AA Ply)
Base) One or more BP -AA
SBS•AA, SBS-TA, APP-
TA
-82.5
24inch spans
'any combination;
inch Dens Deck, Dens Deck Prime or
Dekfast N12 DP
ft
BP -AA
or APP-TA
M
loose laid
SECUROCK Gypsum -Fiber Roof Board
(Optional)
Dekfast Galvalume
Min. 19/32-inch
plywood at max.
One or more layers,
Min. 1.5-Inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast N12 DP or
1 per 1.33
2
SBS-SA
(Optional) One or more
SBS-SA; APP-SA, 585-
-82.5
24-inch spans
any combination,
Polytherm
TruFast MP-3 withftSBS-SA
or APP-TA
TA or APP-TA
....
loose laid
Tr4ast DP
TABLE 1D: WOOD DECKS —NEW CONSTRUCTION, REROOF (TFAR-OFF) OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER'
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MOP
No
Deck (Note 1)..
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(Ps11
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32•Inch
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip.
12-inch d.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max.
One or more layers,
Prelim.
CertainTeed Glasbase, Firestone MB
N34, Dekfast Hex with �
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-inch spans
any combination
Attached
Base, JM Perma-Ply 28, Tamko Glass
Dekfast N14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS U75
MP-3 with TruFast HD
Min. 19/32-inch
One or more layers,
Prelim.
'Polyglass Elastobasei or Polyglass
Dekfast Hex with Dekfast
12-inch o.c. in 4-inch lap and 12-
One or more
SBS-SA,
APP-SA,
W-11
plywood at max:
any combination
Attached
Elastobase Poly with poly top surface
U14 or TruFost MP-3 with
inch o.c. In two, equally spaced,
SOS -SA
SBS-TA or
-52.5•
"
24-inch spans
TruFast HD
staggered center rows
APP TA
Min. 19/32-inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass-
OMG Flat Bottom Plates
12-inch o.c. in 4-Inch lap and 12-
(Optional) One
SBS-AA,
W-12 .
..
'plywood at max.
....
'any combination • '
Attached
Elastobase Poly :.. ....
(square) with Roofgrip N12
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-60.0
24-inch spans
staggered center rows
or APP-TA
APP-TA
Min..19/32-inch
One or more layers,
_Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-.
One or more
W-13
plywood at max.
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roofgrip N12
inch o.c. in two, equally spaced,
SBS-SA
=APP-TA
24-inch spans
staggered center rows
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD
Certificate of Authorization 49503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (20171 FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 6 of 26
TRINITY-ERD
APPENDix 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table, Deck Application _ . .. Type _ Description .. Page
IA-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4
1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
1B Wood New, Reroof (Tear-Off)'oe Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5
1C .Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6
.. 1D Wood ...... New, Reroof (Tear -Off) or Recover ," ' ' :. D ' . ' Prelim. AttachedInsulation, Mech. Attached Base Sheet; Bonded Roof Cover' 6
1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7
1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8
IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8
2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9
26 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover _ 9
2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover j D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10
3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14
3B Structural concrete New or Reroof (Tear-Orf) F Non -Insulated, Bonded Roof Cover 14
4A LWIC New or Reroof (Tear -Off) I A-1 Bonded Insulation, Bonded Roof Cover 15-16
.. 4B .LWIC New or Reroof (Tear -Off).. A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 16
4C .LWIC New or Reroof (Tear -Off).. i E Non -Insulated; Mech. Attached Base Sheet, Bonded Roof Cover 1749
5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20
5b CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21
5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22
SO CWF a New, Reroof (Tear -Off) or Recover I C Mech. Attached Insulation, Bonded Roof Cover 22
SE CWF New, Reroof (Tear -Off) or Recover' ' E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22
6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23
6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24
6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24
6D Gypsum New, Reroof (Tear -Off) or Recover - E - Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24
7A ,Various Recover A-1 Bonded Insulation, Bonded Roof Cover .. 25-26 .
78 Various ' . . . _ Recover F - Nan -Insulated, Bonded Base Sheet; Bonded Roof Cover - _ 26
. The following notes apply to the systems outlined herein: ..
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
• Load resistanie of the roof deck shall he documented through proper codified and/or FBC Approval documentation.
2: Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
> Wood:" Minimum 0.75-Inch penetration.'
)r Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Structural concrete: Minimum 1-Inch embedment Into pilot hole In accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA
requirements of F.A.C. Rule 61G20.3 and Is documented as meeting FBC 1505.11and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
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Exterior Research and Design, U.C. d/b/a Trinity( ERD - Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization H9503 i 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
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Q0fReNITY ERD
= TABLE 1A-1: WOOD DECKS —NEW CONSTRUCTION oR REROOF (TEAR -OFF) , •
SYSTEM TYPE A-2:.MECHAN)CALLY ATTACHED ANCHOR SHEET, BONDED INSULATION,.BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Rool'Cover (Note 25)
MDP
No.
(Note 1)
Type
Fasteners
Attach.
Type
Attach
Type
Attach
Base Ply I
Ply
Cap Ply
(Psf)
Min. 0.25-inch Dens
8-inch o.c. in'4-
_
Deck Dens Deck Prime,
Poiyglass G2 Base, :
32 ga., 1-5/8=
inch lap and 8-
(Optional)'FBC.
SECUROCK Gypsum-
Min., 19/32-,
CeriainTeed Glasbase,
- inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W-1
inch plywood
Firestone MB 8ase,JM
tin caps with 11
'three; equally
'ASTM C1289,
HA
0.75-inch FescoBoard
HA
BP -AA
BP -AA
SBS-TA,
-60.0
at max: 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type 11 polyiso-
�, (homogeneous) or min..
APP-TA
inch spans
Glass Base or
Base or
shank;nails
staggered
cyanurate
0.5-inch Structodek
GAss
75
center rows
...
High Density Fiberboard.
. .
....
:..
Roof Insulation
8-inch o.c. in 4-:
'Min. 19/32-
. P,olyglass G2 Base,
CertainTeed G16sbase,'
ga., 1-5/&.
Inch lap and 8-.
Min. 0.25-Inch Dens
Min.
(Optional)
One or
SBS-SA,
inch plywood
Firestone MB Base;1M
in
inch diameter
tin caps with 11
inch o.c. in �
three, equally'
A(Optional)Approved,
Approved, , �
ASTM C1289,' .
HA
Deck, Dens Deck Prime,
HA
SBS-SA �
more SBS-
APP-SA,
-60.0
W-2
atmax. 24-
Perma-Ply 28, Tamko
ga. annular ring
,
spaced, -
type II polyiso-
SECU ROCK Gypsum-
5A or
SBS-TA or
APP-TA
inch spans
Glass Base or
'GAFGLAS
shank nails .
staggered
cyanurate ..
..
Fiber Roof Board
.APP-TA
#75
center rows
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
Min. 19/32-
ga., 1-5/8-
inch lap and 6-
ACFoam II, III,
CR-20 or M-
Min: 0.25-inch Dens
D-IS,
SBS-AA,
plywood I ood
Poiyglass Elastobase
inch diameter
i n
inch o.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
BP -AA
(Optional)
SBS-TA,
-60.0'
W-3
.
at max. 24-
or Poiyglass
-
tin caps with 12
four, equally
Shield CG,
fastener
or SECUROCK Gypsum-
�CR-20 or
BP -AA
APP-TA
inch spans
Elastobase Poly
ga, annular ring
spaced,
Multi -Max FA3
rows, 7-inch
Fiber Roof Board
M-OSFA
shank nails
staggered
or ENRGY-3
oc
center rows
32 ga., 1-5/8- .
6-inch o.c. in 4-.
inch lap and 6-
Min. 2-Inch..
�
DAS, OB500,
CR-20 M- I
D-15,
(Optional)
SBS-SA,
Min. 19/32-
inch plywood
�
Polyglass Elastobase
inch diameter
inch o.c. in
ACFoam II, III,
H-Shield, H- .
or
OSFA, atop(Optional)
Additional
OB500,
One or
585-
APP-SA,
W-4
24-
..
or,Polyglass � � � •
tin caps with 12
four, equally.
Shield CG, � � :
fastener • • ��
layers of base insulation
CR-20 or
585-SA
more
SBS-TA_°r
-60.0'
at max.
inch spans..
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
M•OSFA
5A or
APP TA
APP-TA
shank nails
staggered
or ENRGY-3
oc
•
-
center rows
I
Exterior Research and Design, I.I.C. d/b/a Trinity(ERD
Certificate of Authorization n9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof,Systems; (800) 516-1485
' I
i
... ..:. .: ... ...
Evaluation Report A42970.10.12-112 for. FU60Z7-R2
Revision 2: 09/25/2017
Appendix 1, Page 4 of 26
j .
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....
QOT::RINIW{ ERA
15: Unless otherwise noted, refer to the following references for bonded base, Ply or cap sheet applications.
>i>>
>iii
TABLE 1: TRI-BUILT ROOF COVERS
Reference
Layer
Material
Application
BP_AA
(Base and Ply sheets, Asphalt -Applied)
Base Ply
FBC Approved ASTM D4601, Type II
HA at 20-40 Ibs/square
'Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
TriBuilt SB5 Granular
HA at 20-40 Ibs/square
SBS-TA
(SBS, Torch -Applied)
Cap Ply
_
TriBuilt SBS Granular. < < < < <
I
Torch -Applied
SBS-SA
(SBS, Self -Adhering)
Base Ply
Tiibuilt SA SBS Base
.Self -Adhering '
Cap Ply.
.
' Thbuilt SA SBS Cap
APP-TA � � �
(APP, Torch -Applied)
BasePlyorPly
TOBORAPP Smooth <<. <<
Torch -Applied
Cap Ply
Tri9uilt APP Smooth, TriBuilt APP Granular
.
APP.-SA
(APP, Self -Adhering
.Cap Ply
TriBuilt SA APP Cap
Self -Adhering
16. Vapor barrier options for use over structural concrete deck followed by ache redinsulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A .
V VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECx; ADHERED INSULATION PER TADLE 3A
'Primer
Vapor Barrier
Insulation Adhesive �
MDP (psf)
,
Type
Attach
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20, 12-Inch o.c.
-60.0
FVB-4.
ASTM D41
Tribuilt SA SBS, Cap !
Self -Adhering
Insta-Stik, 12-inch o.c.
-75.0
ASTM D41:
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
ASTM D41,
TriBuilt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
ASTM D41
TriBuilt SA SBS Base
... ..
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond500 or CR-20, 12-inch o.c.
-290.0
17. Dens Deck shall be field -primed with.PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18.' "MDP" = Maximum Design Pressure is the result of testing for wind load resistbnce based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
1
Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL160Z7-RZ
Certificate of Authorization R9503 I e" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
-—A k". o..h, MI-1— or_cnT Rn TRI-BUILT Modified Bitumen Roof Svstems: (800) 516-1485 Appendix 1, Page 3 of 26
TR.1N11 ERa
4. Minimum 200. psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation:board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteneri are installed through the LWIC to engage the structural' steel or concrete deck. The structural deck shall be of equal or greater configuration to the'steel and concrete' deck listings. Roof decks and
structural members'shall be In accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5. Preliminary Insulation attachment for System Type D: Unless otherwise noted, 'refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions.
i HA 11-14 . Full coverage at25-30 Ibs/square.' -
D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
), Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5=inch wide ribbons,12-inch o.c.
> OMG OlyBond 500 (013500); Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
i ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.
Y Note: When multiple layersfs), of insulation and/or coverboard are, installed in ribbon applied adhesive, adhesive ribbons shall be staggered from. layer-to-loyer'a distance ofone-half the ribbon spacing.
1 Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be nor less than one-half the specified ribbons spacing..
7. Unless otherwise noted, all insulations are Rat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed fora particular system in the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
i Millennium One Step Foamable Adhesive (M-OSFA): ... MDP-157.5. psf (Min. 0.5=inch thick)
OMG OlyBond 500 (OB500): MDP -45.6 psf (Min. 0.5-in6 thick Multi -Max FA-3)
OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GQ
1 OMG OlyBond 500 (OB500): MDP -315.0 psf . (Min. 0.5-inch thick ENRGY 3)
> OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
i ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. ].0-inch thick)
B. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and 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, Roofing Application Standard RAS 117 and Roofing Application Standard, RAS 137. 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 Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing, substrates in a bonded recover or re -roof installation, the existing roof surface,or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for'recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with
.. ANSI/SPRI IA-1, ASTM E907, FM loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product -Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization 49503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
i..
TABLE lA-2:. WOOD DECKS NEW CONSTRUCTION, REROOF (TEAR -OFF) DR RECOVER
SYSTEM TYPE A-2: MECHANICALLYATTACHEDANCHORSHEET,BONDEDINSULATION,.BONDEDROOFCOVER
System
Deck
Anchor Sheet i
Base. Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
12-inch a.c.in 4-
Min. 0.25-inch Dens Deck,
"Dens
Min. 19/32- ..:
Polyglass
OMG Flat ..
inch lap and �2-. .. '
� (Optional) FRC
Deck Prime, SECUROCK
Board;
'
inch plywood
Elastobase or
Bottom Plates
inch o.c. in two,
Approved,
Gypsum -Fiber Roof
(Optional)
SBS-AA, SBS-
W-5
at max. 24-
Polyglass�
(square) with
I
equally spacetl,
ASTM C1289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
-
BP -AA
TA, APP-TA
-60.0
Inch spans
Elastdbase
Roofgrip #12
staggered center
type II polyiso-
(homogeneous) or min. 0.5-
Poly
..
ryanurate
inch Structodek High Density
rows'
I
Fiberboard Roof Insulation
Polyglass,
12-inch o.c: in 4-
(Optional) FBC
(Optional) , ,
Min: 19/32-
Elastobase or
OMG Flat'
inch lap and 12-
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W 6
inch plywood
polyglass
Bottom Plates
inch o.c. in two,
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
5BS-SA
more SBS-
SA, SBS-TA
-60.0 .
at max. 24-
Elastobase
(square) with.
equally spaced,
type It polyiso•
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
•inch spans
Poly
Roofgrip#12
staggered cerjter
rows
cyanurate
TA
>. >
TABLE 1B: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) DR RECOVER
TABLE 1B: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) DR RECOVER
SYSTEM TYPE B: MECHANICALLYIATTACHED BASE INSULATION, BONDED TOP INSULATION; BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasteners
Attach
.Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 19/32-inch
Min. 1.5-inch
Dekfast Hex with I
1 per
Min. 0.75-irich FescoBoard
(homogeneous) or min. 0.5-inch
(Optional if
(Optional if using
AA Base) One or
SBS-AA, SBS-TA,
W-7
plywood at max. 24-inch
ENRGY 3, H-Shield
Dekfast 412 or TruFast
11
:
1.33 ft
Structodek High Density Fiberboard
HA
using AA Ply)
more BP -AA or
APP-TA
-60.0
spans
or Polytherm
MP-3 with TruFast DP
Roof Insulation
BP -AA
APP-TA
Exterior Research and Design, LLG d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
Evaluation Report A42970.10.12-R2 for FL16027-R2
F O" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 Appendix 1, Page 5 of 26
i
i
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved .
Summary of Products
Method 1 Option D
0.9/25/2017 .
09/30/2017
10/08/2017
12/12/2017 -
FL #
Model, Number or Name
Description
16027.1
TRI-BUILT Modified Bitumen Roof
SBS and APP modified bitumen roof systems
Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16027 R2 II 2017 09 FINAL Al ER TRI-
Approved for use outside HVHZ: Yes
BUILT MODBIT FL16027-R2 Ddf.
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The Design Pressure noted in this application
Evaluation Reports
refers to one system. Refer to ER Appendix for all systems and
FL16027 R2 AE 2017 09 FINAL ER TRI-
max. design pressures.; 2.) Refer to.ER Section 5 for Limits of
BUILT MODBIT FL16027-R2.1)df
Use.
Created by Independent Third Party: Yes
Baclt Next
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