HomeMy WebLinkAboutBuilding Permit Application (2) J ` EXTERIOR RESEARCH.&DESIGN,LLC .
i° y�11 Certificate of Authorization#9503
`1 � TRINITY' ERD 353 CHRISTIAN STREET,UNIT#13
� ; OXFORD,CT 06478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. tEvaluation Repot-A4_29p60 10h3
dba TRI-6UILTRoofing Protlucts L160.48-R
9050 Louisiana Street Date of Issuance:1012512012
Merrillville, IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 an the applicable rules and regulations governing the use of
construction materials in the State of Florida. The docum ntation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building ode and Florida Building Code, Residential Volume. The
praducts!described,herein,have b.eea..evaluated, for.co pliance with.the 5th Edition.(2014).,Florida Ruilding.,:Code-
sections noted herein.
DESCRIPTION: TRKBUIL�Underlaymeiits
LABELING: Labeling shall be in accordance with the regluirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid unt'l such time as the named product(s)changes,the referenced
QualityAssurance documentation changes,or„provisions f the Code that xelate to theproduct change. Acceptance of
this Evaluation-Report-by the named their constitutes agreement to notify Robert"Nieminen,'?1. 9f the product
changes,or the referenced Quality Assurance document, ion changes. Trinity IERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number precede by the words "Trinity)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 Evaluatio 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 5.
Prepared by:
Lu
Robert J.M.Nieminen,P.E. ,,�+'�aS�w14L%'t"Y'e The Facsimile seal appearing was authorized by Robert Nieminen,
',,�J»p„�r,rrso 'P.E.on20/09/2015.'This does not serve assn electmnicallysigned
`Florida-Registration-No.59366,-Florida'DCA ANF3983 document.Signed,sealed'hardcopieshave been transmitted to the
Product Approval Administrator and to the named client
CERnFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire o�will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl 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 Fina icial interest in any other entity involved in the approval process of the
product..
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous version thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
' ,j TRINITY ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlaymgnts, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation"Requiremen�ssand Limitations J'lConditions:of.U.se set forth herein.
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2. STANDARDS:
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Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weath ring ASTM G155 2005
1507.3.3 Installation Practic FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
E.RD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD.(TSTfi049) Physical Properties ,S4487D.04.14-1 "10/2014
ERD(TST6049) Physical Properties "544870:04.14 4 -04/10/2014
ERD(TST6049) Physical Propertie II 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Propertie 543530.05.14 05/28/2014
ERD(TST6049) Physical Propertie 540540.10.14 10/31/2014
ERD(TST6049) Physical Propertie SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weat ering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
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4:. PRODUCT°DESCRIPTION::.
4.1 Self Adhering Underlayments ,.
tir
4.1.1 B Sand RfrSA, Shingle Undertlayment„is.a� elf�adhenng,*glass"matreinforced'' sand-surfaced, SBS
odifie`dsb`ifumen-roof_und'erlajrinent,wi �a 3.6rnch s_hh�etntidth.
4.1.2 Tri-Built S/A HT TU Underlayment is a s If-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
,4.1.3 Tri-Built Smooth HT S/A Underlayment is self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bite me n-roof-.0 nderlayment.
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S. LIMITATIONS:
I5.1 This is a building code evaluation. Neit er Trinity IERD 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 th�HVHZ.
53> Fire Classification•is.-not, rt paof_this,.E aluation:.Report,;.,,refer-to,.current Approved Roofing,,.Materials,
Directory for fire ratings of this product.--
Exterior
roduct.Exterior Research and Design,U.C. Evaluation Report A42960.10.12-113
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
TRINITY ERD
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5.4 TRI-BUILT Roof Underlayments maybe use 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 AH1 for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the unclZayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Asphalt Wood Shakes
.UriderJaymentNail-On.T le fdarn On 3ile Metal ;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
55.1 "Foam-On Tile" is limited to use of the fo lowing Approved the adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 31VIT"2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBondTM Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted'below:
5.6.1 Direct-Bond to Deck:
Tri J3L It Sand-.R SA.Shingle Underlayment .Ira-Built S/A.NT..TU.. Underlayment or-Tri-,Built Smooth-HT S/A
Utide"rlayment applied-to:
9 Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structurai
concrete.
While not required over plywood,OSB or outhern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slted for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be coered with plywood or OSB prior to installation of the self-
adhering underlayment.
56 2:
Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied o:
➢ 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 r6of covering manufacturer's Product Approval. For installations
under foam-on tile systems,insulation att� chment 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
3:63 otdto Mechanicall Attached"Base-,La e
� ➢��ASTMiD226 T,ype;l7onll;fi3
Far insEallatons under mechanicalf attached prepared roof...coverings,ibase,layer,shall`be attachep_
ttllrnumbcodlfied:requ![ements. For instiallations under foam-on tile systems,base layer shall be attached
j per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-113
Certificate of Authorization 119503 F1.16048-113
Revision 3:10/08/2015
Page 3 of 5
yff.15
V, 1
TRII\llTY ERD
5.6.4 Wind Resistance for Underla ment S ste s in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of 11 underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load-p th. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addres ed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile
applications. Maximum Design Pressure is 'the result of "testing for wind 'load resistance based on
allowable wind loads, and reflects the ulti. ate passing-pressure.divided by.2:(the 210.1.margin of safety
per FBC 1504.9 has already been applied). efer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Desigh Pressure=45:0.osf.
jDeck: Min.15132-inch plywoo to meet project requirements to satisfaction of AHl.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Unde layment,self-adhered.
5:7 Exposure.Limitations:
5:7.1 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
5.72 Tri-Built-S/i'KT-TU Underlayment shall no be left exposed for longpr.than 180-days after.installatian.
6, iNSTALLATION:
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6i 1 TRI-BUILT Roof Underlayments shall be nstalled in accordance with TRI-BUILT published installation
requirements subject to the Limitations se forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and cI eck for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to ap lication,and prime the substrate(if applicable).
6.3 Tri-Built_Sand-R SA Shingle Underla men Tri-Built$/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 Sections
1507 for the type of prepared roof coverin to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT reco mends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Rol out approximately 10 ft of membrane and peel back the first 3
ft-of release film::
Adhere the exposed part to the substrate find 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 the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-'riches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding cI r hot air welding techniques.
X11/hen installing:at,slopes.:above.5:12,>AlliOd:'Building Products Corp.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 sh�et into place, working from the center of the valley or ridge in
each direction. For valleys,apply the she starting at the lowest point and work upward.
16.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2i 12 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile- shalt be loaded: arrd staged irr a manner- that prevents- tile:slippage and/or"damage to the
underlayment.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-113
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
TRINITY!ER®
7, BUILDING PERMIT REQUIREMENTS:
As:requlred by the Building Official or Authority Havi g Jurisdiction.in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS-
Co ntact
LANTS:Contact the noted QA agency for information on prod ct locations covered for F.A.C.Rule 9N-3 QA requirements..
�9. "QuALITYA�ssURANCE'ENTITY:
.UL',LLC—QUA9625;(314)578-3406;k.chancellor@us. l.com
-END OF EVP LUATION REPORT-
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113
Certificate of Authorization#9503 FL16048-113
Revision 3:10/08/2015
Page 5 of 5