HomeMy WebLinkAboutProduct Approval Product Conformance to 6th Edition (2017) Florida Building Code
Rule 61G20-3 F.A.C. I Project No. 418-0102 ) 1/8/18 ) Page 1 of 2
Product Manufacturer Product Name, Model and/or Description
Maxim Industries, Inc. Dade Curb Mount Skylight Polycarbonate Glazed Aluminum Skylight
1630 Terre Colony Court Dade Self Flashing_Skylight Polycarbonate Glazed Aluminum Skylight
Dallas,TX 75212
RECEIVED
Florida Product Approval No.: FL2418
JUN 15 2018
Code: 6th Edition(2017)Florida Buildin od
ST.. Lucie County, Permitting
Compliance Method: rriLE CO -----
• Product Approval Rule 61G20-3.007(1)(f)—Self-Affirmation
• Product Approval Rule 61G20-3.005(1)(d)—Product Evaluation Report by a Licensed Professional Engineer
• Product Approval Rule 61G20-3.015(4)(d)—Equivalency of Standards
• Product Approval Rule 61G20-3.005(1)(e)—project specific approval by the local authorities having jurisdiction in
accordance with alternate methods and materials authorized in the Code(Section 104.11)
Code Conformance Review: The undersigned has reviewed the above referenced Florida Product Approval and associated
documents and found all drawings,reports,referenced test standards,and testing as noted in the approved documents to be
in compliance with the 6th Edition(2017)Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards have occurred between the following(where
applicable)that affect the results of design,testing or engineering of the approved product(s).
• Chapter 35 of the 5th Edition(2014)Florida Building Code compared to Chapter 35 of the 6th Edition(2017)Florida
Building Code
• Chapter 46 of the 5th Edition(2014)Florida Residential Code compared to Chapter 46 of the 6th Edition(2017)Florida
Residential Code
• Test Protocols for HVHZ/5`h Edition(2014)Florida Building Code compared to Test Protocols for HVHZ/6`h Edition
(2017)Florida Building Code,specifically the following where applicable.
o TAS 201-94,TAS 202-94 and TAS 203-94
Conformance Review of skylight glazing material Manufacturer(s)and Component Approval per Miami-Dade NOA:
• The currently issued Miami-Dade NOA for component approval to the Florida Building Code for Covestro,LLC
Makrolon Polycarbonate Sheets was reviewed and found to be in compliance with the 6th Edition(2017)Florida
Building Code.Covestro,LLC Miami-Dade NOAs can be found here.
Therefore,all test standards used in testing and all design standards used in design and engineering of the currently approved
product(s)remain valid for compliance to the 6th Edition(2017)of the Florida Building Code.
Certification Agency Certificate(attached)
•-- N1009198-115,Expiration 12/31/21 for Dade Self Flashing Skylight
• N1009198.01-115,Expiration 12/31/21 for Dade Curb Mount Skylight
Installation Instructions(available from Product Manufacturer)
• Drawing No.DSF1507,Dated 7/10/15,signed&sealed by T.Berman,P.E.
• Drawing No.DCM1507,Dated 7/10/15,signed&sealed by T.Berman,P.E.
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
AWN AV 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Conformance to 6th Edition (2017). Florida Wlding ,Code
Rule 61G20-3 F.A.C. I Project No. 418-0102 1/8/18 1 Page 2 of 2
Certificate of Independence per Product Approval
Rule 61G20-3.009 %
c W jpMES Digitally signed
4$
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PTC Product Design Group,LLC and Robert J.Amoruso,P.E. N 49752 by Robert )
does not have,nor will acquire,any financial interest in the
3
4Zr
company manufacturing or distributing product(s)covered 2Amoroso
-0
by this Product Evaluation Report. STJN rEOF
A- Date: 201 g.0 7 •08
4OR
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PTC Product Design Group,LLC and Robert J.Amoruso,P.E. OINJ ......
'rYll I'S 16:55:50 -05'00'
do not have,nor will acquire any financial interest in any �r.,,,1#21YA
other entity involved in the approval process or testing of
the product(s)covered by this Product Evaluation Report. Evaluated by:
Roberta
Amoroso,P.E.
FL P.E.License No.49752
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: N1009198.01-R5
DATE: 12/3012007
CERTIFICATION PROGRAM: Structural
COMPANY: Maxim
CODE: M-1256-1
REVISION DATE: 08/21/2017
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that
the product is active and currently listed.This certification represents product conformity to the applicable
specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied
to the product to claim certification status. Please review and advise NANH if any corrections are required to this
document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Maxim Industries,,Inc. Series "Dade Curbmount"
1630 Terre Colony Court Polycarbonate Glazed Aluminum Skylight
Dallas,Texas 75212
Configuration:0
Glazing:Exterior Dome-0.118"Hyzod Polycarbonate
*X'rise/Interior Dome-0.118"Hyzod Polycarbonate
w/4"rise
Overall: W-44" DLO: W-4'0"
H-84" H-81011
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure:+60/-,6.0 Psf
Large Missile Impact Rated
Product Tested By: Architectural Testing,Inc.
Report No: ATI-01-43381.01
Expiration Date: December 31,2021
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel:(804)684-5124
Fax: (804)684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI009198-R5
DATE: 12/30/2007
CERTIFICATION PROGRAM: Structural
COMPANY: Maxim
CODE: M-1256-1
REVISION DATE: 08/21/2017
To verify that the"Notice of Product Certification is valid,please visit www.NANIICertification.com to assure that
the product is active and currently listed.This certification represents product conformity to the applicable
specification and that certification criteria has been satisfied. A NANII approved certification label must be applied
to the product to claim certification status. Please review and advise NANII if any corrections are required to this
document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Maxim Industries,Inc. Series"Dade Self Flashing"•
1630 Terre Colony Court Polycarbonate Glazed-Aluminum Skylight
Dallas,Texas 75212
Configuration:O
Glazing:Exterior Dome-0.118"Hyzod Polycarbonate
w/8"rise/Interior Dome-0.118"Hyzod Polycarbonate
w/4"rise
Overall: W-416" DLO: W-39"
H-816" H-719"
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +60/-60 psf
Large Missile Impact Rated
Product Tested By: Architectural Testing,Inc.
Report No: ATI-01-43381.01
Expiration Date: December 31,2021
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE,INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel:(804)684-5124
Fax: (804)684-5122
Business & Professional Regulation
BCIS Home Log In- I User Registration Hot Topl6 Submit Surcharge Slats&Facts Publications I FBC Staff I BCIS Site Map ! Unks Search i
Florida
,j& Product Approval
USER:Public User
LRC p c n
nr.'vcKcta-:•' CL1VLDProduct Approval Menu>Product or Anpllcation Search>Application Llst>Application Detail
FL# FL16048-R6 15 2018Application Type Revision
Code Version 2017 unty, Permitting
Application Status Approved
Comments
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Archived ❑ EP
IL
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@tribuiltmaterlalsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Recelved
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John w.Knezevich,PE
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 COI 2017 01 COI Nleminen.odf
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
Sections from the Code
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 FLIG048 R6 II 2017 09 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERL.oYMENTS FL16048-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 the systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI
-
underlayment for one particular application.See ER Section BUILT UNDERLAYMENTS FL16048-RG.Ddf
5.6.4 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Bari Next
Contact Us n 2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.copyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.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 hem.
ProductApprovalAccepts;
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EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
" TRINITY(ERD 353 CHRISTIAN STREET,UNIT#13
.,i OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
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 Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building 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
LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes-or the referenced Quality Assurance documentation changes. Trinity)ERD requires 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 IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
��C.r\0.541 9-'•moi
RobertJ.M.Nieminen;P.E. ''�;�;Wuai�: The facsimile seal appearing wasauthorhed by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity[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)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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
i specifically for that purpose:
NJ TRINITY I 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 6th Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
ffliitz Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9525) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,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 TrinityJERD 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,I.I.C. Evaluation Report A42960.10.12-116
Certificate ofAuthorkation#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
I' Ott
L s.'w
"',-, 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 Z ROOFCOVER OPTIONS ,
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment 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 IA ALLO{NABLETILE ADHESIVE UJJDERLAYMENT CONI6INA7�O1551
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
DowTileBond— FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
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;SECU ROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D orTAS 114,Appendix J.
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-R6
Certiillcate of Authorization#9503 67N EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
TRINITY I ERD
5.6.3 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 or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on file systems (Tri-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(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 systems beneath 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(0412)and are used in foam-on tile
applications. -Maximum Design Pressure is the result of testing.for wind load resistance based on
allowable wind loads, and reflects the ultimate passing 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.
#1 Maximum Design Pressure=-45.0 psf: .
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:.
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:Plywood. shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 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.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
CertiTicate of Authorization#99503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments,(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
-'1
TRINITY:ERD
5.6.4.1 For mechanically attached Base Sheet,the maximum design'pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 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 WDi, 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 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.
TABLE 2. TILE SLIPPAGE;LIMITATIONS FORiDIRECT DECK TILE INsrALLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment ,
Lugged
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
�'t.TRINITY I!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 Sand-R SA Shinale Underlavment.Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FOC 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 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 recommends back-nailing in the
overlap area at the top of the sheet at 12-Inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlavment 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/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the
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 Reseamh and Design,I.I.C. Evaluation Report A42960.10.12-116
Cerdfrtate ofAuthorrzation#9503 a EDITION(2017)FBC,NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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