HomeMy WebLinkAboutRevisions 2020-05-18 15:22 Marzo Roofing Inc. 17728789051 » - P 1/9
OFMCE USE ONLY:
DATE FILED: 5 �o a,a PERMIT# 42 0(25 0 0 1� 3
Rtv(SXON FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVICES ®�w.R..... VD
M BVI(LDING.&CODE REGULATION DIVISION
2300'VM(;INIAAVENUE MAY 2 0 2020
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462»1578 ST. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
AD REss: . /� L LA-8-8(025A 6 U L%
ep T 47 Huai fz' P�- :3 �?3 -
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
I -/Z 1 dell
-Tp s• - 70
3. CONTRACTOR WORMATION:
STATE of FL REG./CERT.#: ST.WCIE COUNTY CERT.A
BUSINESS NAME:
QUALIFIERS NAME: JMroe4•er
ADDRESS: &-& �-
CITY; STATE: a ZIP=
PHONE(DAYTIME): 77a .�7/• FAX: • "R-X25/
4. O WNERIBUILDER INFORMATION:
NAME: U,411/
ADDRESS:
CITY: STAVE: rt ..
PHONE: - 171 FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP!
PHONE(DAYTIME): FAX:
Rovieed 07/22/4014
MEVV
I
2020-05-18 15:22 Marzo Roofing Inc. 17728789051 >> P. 2/9
Business : Professional Regulation
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.aCi5Mome Logirr WerAeplatraaan 14at1byla SUETR5un:herpa sleta,4Ped� P4411�tlane I'DC$tan' UCISSIItlNcp Wnk. Seemh i
dbUP5r4oRdIuPct;AWpproval
4411r
p,�y�,gpp�r�zpy r Nadvet oeAaollentlan"enreh s Aoallenaen.Llet t Appll�tla„a+PII•
FL# F1.16048-116
Application Type Revislon
Code Verslon 2017
Application Status Approved
Commons
Archlved ❑
Product ManuracturAr Trl-Bulli Materlals Group,LLC
Address/Phone/embll PO Box 70
Rutherford,TO 07070
(800)516•1485
' davltl.rUix(a1pYaU1ltmg,Cam
Authorized Slanature David RUIZ
davld,rulzOtrl bulltmg.wm
Technical Representative David RUIZ
Address/Phone/Small 250 Route 17 North
East Rutherford,N]07073
(201)842-2449
dbvld.rulzotrlbulltm bterla l$g rotip,rom
Quality Assurance Representative
Address/Phone/Small
Category RoaNng
Subcategory Untlgrlaymen r,
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida ProfdMionbl EnglnQpr
IM tvaluatlon Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida Llcenbe PG:59166
Quality Assurance Entity U4 ILC
Quality Assurance Contract Explratlon Data 07/10/2020
Validated By john W.Knazovlch,PE.
Q Validation Checklist-Hardcopy Received
CertitiCate of Independence PL16048_R6...001--2017_0.3._:COX-.Nleminen.odf
Ral'arcnced Standard and Year(of Standard) 50py y9IIC
ASTM 0X970 2015
ASTM G155 2005
FM 4474 2011
FRSArrRf April 2012(04-12) 2012
UL 1697 2012
@qulvalonee of Product Standards
certified 5Y
Section$from the Cade
2020-05-18 15:23 Marzo Roofing Inc. 17728789051 >> P 3/9
ProductAppraval Method Method 1 Option D
Date Submitted o9/ZS/ZO7%
Data ValldatW 10/01/2017
Date Pending FBC Approval in/09/2017
Date Approved 12/12)2037
Surnimbirv,Of Produm
PL 44 Model,Number or Name Description
16046.1 TRI-BUILT Roof underlayments Selr-adhering,madtped bitumen root undarlayments
Limits of UNC Installation InCt►ueVonx
Approved for use in HVHZ1 No FLIQdfi8A )X 2017 00 FINAL PR TRI-
Approved for use outside HVM:Yes 13WLT.LINDERL4YMENL FI 1- R-86.nd
Impact Reslauntl N/A Verified By:Robert Nlerinen PE-59166
Qnsign Pre66urol*N/A/-150 cmated by independent Third Party:Yes
Other:1.)the design pressure noted herein pertains to use Evaluation Reports
of roam-on idle systems overtop the 5air-5dhor1nq FL160413 R6 6E 2Q17._09_FWAL Eft TRl-
underlayment for ono particular application.Soh FR Section B rill T_NQgBLEIYMENYS f:L-161L8-Rg=
5.6.4 for details:2.)Refer to ER Section 5 for other Limits of Created by Independont Third Party:Yes
Use,
aerR Naat
ypdafty1;12e07 nlelr�tena goad Teapjyllyr rj 17.�ae Phane:.asa.4n7•fa2n
The Stele of Nlarldn U an AA/e!e amplOyar.�nmMnht`( ��ZS,�'t5tere e1 Flortaa.::rnvecv�ete en1;;AMAW01IV 5ent�r,eTmanc;t Refund 51010111ant
Under Florida lbw,Well adorowaa ora pubhC innordr.Ir you on not wantyuue 4-mall addfea mleaaed In mdponae to a.pu9uc-recatdo reamit,do hat sand alectranle
mall to this entity.Inn00d,tonmettha offlCe by phone of by tmdittanal melt If yod have any quedemp,plaaea Contact 1350,401.2303.-Punwuht to Settlan A55.21S
(f),Rodeo Swung,effectiv4 oCtoher 1,2012,lietaseaa Ocincgd under Chaptdr 455,F.5,must provide the Department with an email oadrott If they have ono.The
emells provided may be mud fgroffIcial communlCalloA with the Ilconsea.How"crdmbp eddraaees am public tecord.If you do not with to supply b p4ta041addtalct
plane pfovige the Department with an emea addmre which Can be made ereridlablen to the pupaC.To determine it you Ab n llcencae under Chopter 455,GS.,pleaaq
.. prpodpuucttA�APprauel Acmptdtt y
Credit Card
Safe
2020-05-18 15:23 Wzo Roofing Inc. 17728789051 >> P 4/9
EXTERIOR RESEARCH&DESIGN,LLC.
I� Cerrlffcate of Authors;otl0�X9503
was �` 353 CHRISTIAN STREET,UNIT#33
TINI
I T J.ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT '
TRI-BUILT Materials Group,LLC Evaluation Report A42960.30.22-06
PC Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:20/25/2022
(800)528.2485 Revision 6: 09/25/2027
SCOPE: '
This Evaluation Report is Issued under Rule 63620.3 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 6u' Edition (2017) Florida Building Code
sections noted herein.
DEsC IRTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CoNTINUM 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.
AovERTisEmENT;The Evaluation Report'number preceded,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.
INSPEMON:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and skull be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages X through 6,
Prepared by:
Y ^:.CkP•793bti .
Robert J.M.Nieminen,P.E• ,�ON�4 TbeflwlmUi,o-1nAM,tjn#,w,udwtleodbyRobertNlaminan,
Florida Registration No.59166,Floridd ACAANE1983 r.N.on 09MI20:7.Inj.dots Roksarwaasan alamomadiy Aland
dommem.
CsRnnrA=W OF IMEPENoeNCE
1. TrinitylERO does not have,nor docs It intend to acquire or will it acquire, o financial interest in'-any company manufacturing or
dlstributing products It evaluates.
Z Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nleminen,P,E,does not have nor will acquire,a(lnanclal interest.ln any company manufacturing or dlstributing products for
•which the evaluation reports are being issued.
4. Robert Nleminen,P.E.does not have,nor will acquire,a financial Interest in any other entity Involved In the approval process of the
product.
S. This Is a building code evaluation. Neither Trinity IERD nor Robert Nleminen,'P.E.,are,in anyway,the Designer of Record for any
piclect on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose,
2020-05-18 15:23 Marzo Roofing -Inc. 17728789051 >> P 5/9
4. TRINITY I ERD
ROOFING COMPONENT EVALUATION:
2. SCOPE:
Product Category; Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underiayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following see Ions of the 61'Edition(2017)Florida Building Cade 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 UAllft UL 1897 2012
1504.6 Accelerated Weathering ASTM 6355 2005
1$07.2.4 12507.1.2,1507.2.9.2 Physical Properties. ASTM D1970 2015
1507,3.3 Physical Properties FRSAtMI April 2012(04-12) 2012
3. REFERENCES:
Entity Examinatign Rt�f rte[ Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
FRD(TST6049) Physical Properties 540540.11.13 12/19/2013
ERD(TST6049) Physical Propertles S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14.3 04/02/2014
8RP(TST6049) Physical Properties S44870.04.14.1 04/1012014
ERD(TST6049) Physical Properties 544870.04.14.4 04/10/2014
ERD(7576049) Physical Properties 543530.02.14.1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
LRD(7576049) Physlcal Properties SC764S.012S 02/13/2015
ERD(7576049) Accelerated weathering SC8520,04.7.5 05/27/2075
ERD(TST6049) Wind Resls%rce SC14045.05.27-R1 06/07/2017
Ut.LLC,(QUA9625) Quality Control Multiple-Listing R16814 7,2/10/2055
UL,LLC.(QUA9625) Quallty Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-Inch sheet width;meets ASTM D1970,
4.2 Tri-Built$/A HT TU Underlayment is a self-adhering,non-woven polyester-fabric surfaced,,SBS modified
bitumen roof underlayment;meets ASTM 01970 and FR5A/TRI April 2012.
-TrFBuilt-Smooth.HT 5/A Underlayment Is a self-adhering, glass-mat reinforced, film-surfaced, SBS
T~ modified bitumen roof underlayment;meets ASTM 01970.
S. LIMITATIONS:
5.1 This is a buiiding code evaluation. Neither Trinity]ERD,nor Robert Nleminen,,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 Ciasslfication is not part of this Evaluation Report) refer to current Approved Roofing Materials
Directory for fire ratings of this product.
ENterior Rewarch and Duaign,LLC. Evaluation Report A42950.204Z-116
CerWcota ofAnthodltetion M03 a EDITION(2037)FEC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underiayments;1800)$16.1485. Rovislon 6:09/25/2017
Page 2 of 6
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\', 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.
SS Allowable Roof Covers;
TABL@ -..itOOFCOYER'OPTIONS
Underlayment ASPhalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-BulIt Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Bulit5/AHTTU Yes Yes yes Yes Yes Yes
Underlayment See 5,5.1
Trl-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 tilt:adhesives/-underlayment combinations.
' ;iASLE•lA:ALLOWABLETILEAolis E�'UNGEt1UlYhKFNTCOMBiNATION53.,
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset"AH-160 FLM2 I Tri-8ulit S/A HT TU Underlayment
Dow7ile8ond'" FIU525 Tri-BuIltS/A'HTTU Underlayment
5.6 Allowable_Substrates;
5.6,1 Direct-Bond to Deck:
Trl-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-BuIIt 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.
5.5.2 Bend-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 the systems (Tri-Built S/A HT TU Underlayment only), Insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. ,
=Rejerto T)le Manufacturer's orAdhesfve manufacturer's Florldo ProductApproval far Overturning Moment Resiswnee Performance.
Eirmlor Research and Design,U.C. Evaluation Report A42960MA2415
Cardfltateol Authorization#9503 6'"EDITION(2017)FOC NON-HVHZ EVALUATION FU6049-R6
TRI-BUILT Roof Ungafl9kyMen0;(BOO)516-1485 Revision 6:09/7a/ZM7
Psga3ol6
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TRINITY,ARD
5.6,3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R$A Shingle Underlayment,Tri-Built S/A HTTU Underlayment or Tri-Bunt Smooth MT S/A
Underlayment applied to:.
D ASTM D226,Type i or Il felt
For Installations under mechanically attached prepared roof coverings,base layer shall be attached per
minimum codified requirements. For Installations under foam-an 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 Resigon _ for Underlayment Systems do Foam-On Tile Aoolications: FRSA/TRI April 2032(04-7Z)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-22)and are used in foam-on the
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied), Refer to FRSA/TRI April 2032(04-12),Appendix A,Table 1A or
FBC 3609 for determination of design wind pressures.
Ill Ma um Desi n Pressure=45.0 sf;
Deck: Min.•75/aVrich plywood to meet project requirements to•satlsfaction of Authority
Having Jurisdiction.
Primer; -(Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A H'TTUUnderlayment,self-adhered.
#2 Maximum Design Pressure=.675
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 MIximum Design Pressure=-150.0 f;
Deck: Min. 15132-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 lnhiblt
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: Trl-Built S/A HT TU Underlayment, self-adhered, shalt 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.
if4, Maximum Design Pr%,wre=-60,.0-0sf
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet; Soprema Sopra-G or Modifled Sopra-G mechanically attached with nails(FBC 1517.5.1)
and tin caps(FBC 1517,5,2)spaced 6-inch o.c.at the 44nch 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.
Exterlor iiosoan:h and Daslgn,LLC, Evaluation Rnpait A42960.10.12-RB
CerWcoteofAurrlark-DUCn#5503 EWTICN(2017)FBC NDN-NyNz EVALUATION FUWAI&R6,
TRI-BUILT Roof Undafliymants;(80(11)SZ&1485 Revision 6:09/25/2017
Paga 4 of 6
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TRINITY!ERD
5.6.4.1 For mechanically attached ease Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-32),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 FSC 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 2025)for Zone 2/3 enhancements.
5.7 Exposu.'r_e Limitations:
Trl-Bullt Sand-R SA Shingle Underlayment or Tri-Bullt Smooth HT 5/A Underlayment shall not be left
exposed for lodger than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longerthan 280-days after installation.
5.8 Tile Sllpn ge Limitations A5103 per FRSA I A pril ZOIR(04-12))l:
when loading roof tiles on the underiayment 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.
'TASLE•Z�TILE SUPPAGE I:IMI IA710NS FOR:DIR6C Cr-DECK TILE INftLL'ATIONS . ._.
Maximum
Underlayment Tile Profile Staging Method Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-t1le stack S:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by Stiles high 6:12
on slope,as shown below)
Trl-'Bullt S/A HT TU
Underlayment Lugged
ti I. I I!l•,r a�
4k i'c
Exterior Re54arch and as ftn,LLC. 6vnluatlon R4pOK A4Z960.40.12-R6
Ccff$CpteofAurhwhaUonR95b3 6t"EDITION(Z017)F13CNON-HVHZ19VALUAYION FUGC4&R6
TRi•eUILT Roof underlaymentsi(800)516.1405 Rpvieton 6:09/25/2017
Page 5 of 6
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.'
TRINITY!ERD
6. INSTALLATION; '
6.1. TRI-BUILT Roof Underiayments shall be Installed in accordance with TRI-BUILT Materials Group, LLC
published InsMilatlon 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 null heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prima the substrate(if applicable).
6.3 T'ri-Built Sand-11 SA Shingle Underlavment,Tri-Bull SIA HT TU underlayment or Tri-Bunt Smooth HT S/A
Underlaymem:
6.3.1. Shall be installed In compliance with the requirements for ASTM 01970 underlayment in FBC Table
2507.1.1 for the type of prepared roof covering to be installed,
6.3.2 Non-111g apolication
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 parallei to the roof edge. Rall out approximately 10 it 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 entirelength of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll,broom or handrpress 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;:L2,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 G 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 TileAogllcations T(_rl-BuilLS AHTTUUktrlavrnentonivj:
Reference is made to FRSA/TRI April 2012 (0a42) installation Manual and Table I herein, using the
Instructions noted above as a guideline, '
Forfoam-on tile applications,reference is made to Section S.G.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 the slippage and/or damage to the
underlayment. See Table 2 herein,and TRI-BUILT Materials Group,LLC published requirements for tile
staging.
7. BUILDING PERMITREQUIREMENTS.
As required by the Building official or Authority Having Jurisdiction in order to properly evaluate the installation of .
this product.
S. MANUFACYURING PLANTS:
Gulfport,M5
9. QUALITY ASSURANcE 6NTITy:
UL,LLC-QUA9625;(314)578-8406,k.chanceilor@us.ul.com
-END OF EVALUATION REPORT-
exterior Research and DestBy U.C. tualusdon Report A42900.20.22-RG
Cerdpi;utoofAPthorimdon#9503 6T"901'1110N(2017)FBCNoN-HVHZRVALUA710N FL1G048R6
TRFSUiLT Roof Underi2ye1QfK3;(800)526448S Revision 6.09125/2417
Page 6 of 6