HomeMy WebLinkAboutPermit 5949 Clydesdale Ln 2uteとし画 F,。「,。a Bu,一。,n。 。。d。 。両。
Authorized Signature
Technical Rep「esentatiVe
Address/Phone/Emaii
Qu訓tY Assurance RepresentatlVe
Address/Phone/Emaii
Categorγ
SubcategorY
CompIianCe Method
FIorida Engineer o「 A「Chitect Name who deveIoped the
EvaIuation Report
FIo「ida License
QuaiitY Assurance EntIty
QualitY Assurance Contract Expiration Date
Validated BY
Cert洞cate of Independen⊂e
Refe「enced Standa「d and Yea「 (Of Standard)
Tri-Bu冊M∂terials Group, LLC
PO Box 70
Rutherfo「d, NJ O707O
(800)与16-148与
david,ruiz@tribuiItmg.com
David Ruiz
davjd,rUiz@tribu冊mg.com
David Ruiz
250 Route 17 North
East Rutherf。rd, NJ O7073
(201) 842-之449
david.ruiz@tribu=tmate「laIsgroup,COm
Roo師g
U nderlayments
EvaIuation Report from a FIorida Registered Architect or a Licensed FIo「ida
Professionai Engineer
EvaIuation Report - Hardcopy Received
Rober[ Nieminen
PE-与9166
UL LLC
O7/18/20之0
John W, Knezevi⊂h, PE
寸 VaIidatIOn Checklist - Ha「dcopy Received
FL16048 R6 ⊂OI 2017 01 COI Nieminen咄
Standard
ASTM D1970
ASTM G155
FM 4474
FRSA/TRI ApriI 2O12 (04-12)
U」 1897
EqulvaIence of P「Oduct Standards
Cert洞ed By
https://w\W州oridabu胴ing.orgIprlpr_aPP_dtI.aspx?param=WGEVXQwlDqtFPmdYjNDWnvipm書An R8jv9FiYHTk4FLCxcqVtRhfvMw%3d%3d
Method l OptiOn D
O9/2与/之017
10/01/之017
10/03/2017
12/12/2017
容里!型呈麗し皇し「〇〇〇uc重嚢
干し糖 Mode○○NumberorName Description
16048.1 TRトBUIH「RoofUnde「IaYmentS SeIトadhering,mOdifiedbitumenroofunderIaYmentS
正mitsofuse 重nstailationInstructions
ApprovedforuseinHVHZ:No FL16048 R6 H 2017 09 FINAL ER TRI-
App「ovedfo「useoutsideHVHZ:Yes BUILTUNDERLAYMENTS FL16048塙6,Qdf
ImpactResistant:N/A VerifiedBy:RobertNieminenPE-59166
DesignP「essu「e:+N/A/-150 C「eatedbYIndependentThirdParty:Yes
Other:1,)Thedesignp「essurenotedhereinpertainstouseof EvaiuationReports
foam-Ont=esystemsovertoptheselトadheringunderlaYment FL16048 R6 AE 2017 09 FINAL ER TRI-
匪塞l豊島。話語嵩4fordeta-ls・ BUIしTUNDERLAYMENTS FL16048-R6,越 CreatedbYIndependentThirdParty:Yes
臼 田
Contact Us..岬Phone; 850-487-1824
The State of Fionda is an AAAeO empioyer.酬. ・ :塑逗型y Statement言Ac⊂eSSib=ity Statement " Refund Statement
Under日orida law, ema" addresses are pubIic records. If you do not want you「 e-maiI address released in response to a public-re⊂Ords request, do not send eiectronic
mail to this entlty. Instead, COntaCt the offlce by phone or bY traditlOnai mail. If YOu have any questlOnS, Please contact 850.487.1395. *Pursuant to Section 455.275(l),
FIo「lda Statutes, effectNe October l, 2O12, l厄ensees陸ensed …der Chapter 455, F.S. must provide the Department with an emaii address if [heY have one, The ema仕e
PrOVided may be used for o冊aal cormuni⊂ation with the li亡enSee. However email add「esses are pub=c record, If YOu do not wish to supply a personai address, Piease
ProVlde the Depart「nent with an email address which can be made ava"able to the pu胡c.巾determine if you are a li⊂enSee Under Chapter 4S5, F.S., Please c"ck垣聖-.
Product App「ovaI AcceI]tS:
喜田田園園田固
C「edはCa「d
圏署圏
丁R案NITY ERD
EVAしUAT10N REPORT
EXT竃RIOR RESEARCH & DESiGN, LLC.
Cerf砕。te QfAu亡horizotion #9503
353 CHRISTIAN STRE打, UNIT#13
0XFORD, C丁O6478
(203)之62-924与
TRi-BUiしT Materials Group,ししC
PO Box70
Rutherford, N」 O7070
(800)与16・宣48与
Evaluation Report A42960.1O.12-R6
なし宣6048-R6
Date of lssuance: 10/25I2012
Revision 6: 09/25/2017
Scop各:
This Evaiuation Report is issued under Ruie 61G20-3 and the appIicable ruIes and reguIations goveming the use of
construction materials in the State of Fiorida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the FIorida BuiIdjng Code and FIorida Bu冊ing Code, Residential Volume, The
products described herein have been evaIuated for compliance with the 6th Edition (2017) FIorida Bu皿ng Code
SeCtions noted herein.
DESC則PTION: TRl-BuiしT Roof UnderIayments
LABELING: Labeiing sha= be in accordance with the requirements the Accredited QuaIity Assurance Agency noted
herein.
CoNTiNUED CoMPしIANCE: This Evaiuation Report is valid untii such time as the named product(S〉 changes, the refe「enced
Qua=ty Assurance documentation changes, Or PrOVisjons ofthe Code that reiate to the product change. Acceptance of
this Evaluation Report bY the named cIient constitutes agreement to notifY Robert Nieminen, P.E, if the product
Changes o「 the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report reIative to updated Code requirements with each Code Cycie.
ADVERTISEMENT: The EvaIuation Report number preceded by the words ′′Tr面tyI ERD EvaIuated’’mav be dispIayed in
advertising literature. 1f any portion ofthe EvaIuation Report is displayed, then it sha= be done in its entirety"
iNSPECTiON: Upon request, a COPy Of this entire Evaiuation Report sha= be provided to the user by the manufacturer or
its distributors and sha= be avaiIable for inspection at thejob site at the request ofthe BuiIding Official.
This EvaIuation Report consists of pages l through 6.
Prepared bγ:
匿雪国
Robert 」.M. Nieminen, P.E.
Horida flegi5亡rOtion No. 59j66, F/orido D〔A ANEユ983
CERTIFi⊂ATION OF iNDEPENDENCE:
1. T「initY匡RD does not have, nOr does lt lntend to acqui「e or wi= lt aCquire, a financIa=nterest in any companv manufacturing or
distributing produ⊂tS it evaIuates.
2. Trinityl ERD is not owned, OPerated o「 contro=ed by any company manufa⊂turing or distributing products it evaIuates.
3. Bobert NIeminen, P.E. does not have nor w用acquire, a financia=nterest in anY COmPany manufacturing or distributing products for
Which the evaluation reports are being issued.
4, Robert Nieminen, P.E, does not have, nOr Wi= acquire, a financia冊terest in any other entity involved in the approval process of the
PrOduct.
与. This is a buiIding code evaiuation. NeitherTrinitγlERD nor Robert Njeminen, P.E. ∂re, in anY WaY, the Designer of Record for anv
PrOject on which this Evaluation Report, Or PreVIOuS VerSions thereof, is/WaS uSed for pe「mItting or design guidance uniess retained
SPeCific訓v for that purpose.
TRINITY ERD
RooFING CoMPONさNT EvAしUATION:
1. Scopと:
Product CategorY: Roofing
Sub-Category: Jnderlavment
CompIiance Statement: TR鵬UIしT Roof Unde「layments, aS PrOduced by TR鵬UiLT Materiais GrouplししC′ have
demonstrated compliance with the foIIowing sections of the 6th Edition (2017) FIorida Bu脚ng Code through testing
in accordance with the foIIowing Standards. CompIiance is subject tothe lnsta帖tion Requirements andしimitations/
Conditions of Use setforth herein.
2. STANDARDS:
Section
1与04.3.1
1与04.3.1
1ら04.6
1与07.2.4 / 1与07.1.1, 1与07.2.9,2
1与07.3.3
3. R蹄各R各NCES:
団田圃
とRD (丁S丁6049)
ERD (TST6049)
ERD (TST6049)
ERD 〈TST6049)
ERD (丁S丁6049)
ERD (TST6049)
ERD (TST6049)
ERD 〈TST6049)
ERD 〈TST6049)
各RD (丁S丁6049)
輔D (丁S丁6049)
ERD (TST6049)
ERD (TST6049)
∪し」しC. (QUA9625)
UL. LLC. (QUA9625)
p「operty
Wind Resistance
Wind Uplift
AcceIerated Weathering
Physicai Prope巾es
PhYSicaI Properties
Examination
PhysicaI Properties
PhvsicaI Properties
PhγSical Prope巾es
Phvsicai Prope巾es
Physicai Properties
PhvsicaI Prope巾es
PhysicaI Properties
PhysieaI Properties
Physicai Prope巾es
Physicai Properties
PhYSicaI Properties
AcceIerated Weathe「ing
Wind Resistance
Qua航Y Controi
Quality ControI
Standard
FM 4474
∪し1897
AS丁M Glうら
ASTM D1970
FRSA/TRI Apr= 2012 (04-12)
Reference
S40与40.02.13-1
S40与40.11,13
S40与40.03.14
S44870.04. 14-之
S44870.04. 14-3
S44870.04. 14-1
S44870.04. 14-4
S43与30.02.14-1-RI
S43与30.0与.14
S40与40. 10. 14
SC764与.02.1与
SC8与20.04.1与
SC1404与.0与.17-RI
Muitipie一しisting R16814
Service Confirmation
旦皇垣
02/19/2013
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/10/2014
04/10/之014
0与/14/2014
05/28/2014
10/3 1/2014
02/13/2015
0与/之7/之01与
06/07/2017
12/10/之01与
∈×P. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri"Built Sand-R SA Shingle Unde「layment is a self-adhe「ing′ giass-mat 「einforced′ Sand-Surfaced′ SBS
modified bitumen roof underlayment, With a 36-inch sheet width; meetS ASTM D1970.
Tr鵬u航S/A HT TU UnderIaYment is a selトadhering, nOn-WOVen POIyester fabric surfeced, SBS modified
bitumen roof underiayment; meetS ASTM D1970 and FRSA几RI ApriI 2012.
T「i-Buiit Smooth HT S/A Underlaγment is a self-adhering, glass-mat reinforced, fiIm-Surfaced, SBS
modified bitumen roof underIayment; meetS ASTM D1970.
5, LIMITATIONS:
5.1 This is a bu皿ng code evaiuation. Neither TrinityIERD nor Robert Nieminen, P.E. are, in anY WaV, the
Designer of Record for any project on which this Evaluation Report, Or PreVious versions thereof, is/was
used for permitting o「 design guidance unIess retained specifica=Y fo「 that purpose.
5.2 This EvaIuation Report is notfor use in FBC HVHZjurisdictions.
5.3 Fire Ciassification is not part of this EvaIuation Repo巾refer to cur「ent Approved Roofing MateriaIs
Directorv for fire ratings of this product.
Euterlor Research and Deslgn,しLC.
韓青笹の書e qIAu書ho′加IIon脚与0う 6m EDITION (2017)能C NON-HVHZ EVAしUATION
T則"甘UIしT R○○( Underlayments; (寄oO) S16-1485
EvaluatloれReport A42960.1O.12"R6
さし宣6048"京6
京evIsIoh 6: o9l2与I20宣7
Page 2 of6
TRIN!丁Y ERD
与.4 TRi-BUlしT Roof Unde「layments may be used with any prepared roof cover where the product is
SPeCifica=y referenced within FBC approvai documents. if not Iisted, a requeSt may be made to the
Authority Having 」urisdiction for approvai based on this evaIuation combined with supporting data for the
PrePared roof covering.
A=owabIe Roof Covers:
丁Aさし電工:京○○F Cov駅op¶oN5
Unde而yment Aspha脆 Shingles Nai○○OnTile Foam_OnTiIe MetaI WoodShakes &ShingIes Sia章e
丁r主Bu Unde ltSand-RSAShingIe ayment Yes No No No Yes Yes
丁r主Bu ltS/AHTTU Yes Yes Yes Yes Yes Yes
Unde「 ayment See与.与.1
丁「主Bu Unde ltSmoothHTS/A avment Yes No No Yes Yes Yes
5.5.1 ′′Foam-On Tile’’is Iimited to use ofthe fo=owing Approved tiie adhesives / underIayment combinations.
与.6 A=owabIe Substrates:
5.6,1 Direct-Bond to Deck:
Tr沌uiIt Sand-R SA Shingle Underlaγment, Tri-Bu批S/A HT TU Underlaγment Or Tr鵬uiIt Smooth HT S/A
UnderIaγment aPPiied to:
> Plywood; ASTM D41 primed plywood; OSB; ASTM D41 p「imed OSB; Southem Yeliow Pine; ASTM D41
Primed Southern Yeilow Pine; AS丁M D41 primed structuraI concrete.
WhiIe not required over piywood, OSB or Southern Yeilow Pine substrates, TRi鴫UIしT Mate南is Group,山C
recommends priming the deck if the finaI roof cover is not sIated for insta=ation within 24 hours. Note:
TRl鴫UiLT Materiais Group,山C 「equires tongue-and-grOOVe board decking be covered with pIYWOOd or
OSB prio「 to insta=ation of the seIf-adhering underlayment.
Bond-tO」nsuiation:
Tri・Bu航Sand-R SA ShingIe UnderIayment, Tr沌uiIt SIA HT TU Unde「Iaγment Or Tri-BuiIt Smooth HT S/A
Underlayment appIied to:
> Dens Deck Prime; SECUROCK GYPSum-Fiber Roof Board.
For insta=ation under mechanic訓v attached prepared roof coverings, insuIation sha= be attached per
minimum requirements of the prepared roof covering manufacturer’s product ApprovaI. For inst訓ations
under foam-On tile systems (T「i-Bu靴SIA HT TU UndeHaγment Oniy), insulation attachment sha= be
designed bY a qua冊ed design professional and inst訓ed based on testing of the insulation/underlaYment
SyStem in accordance with FM 4474, Appendix D orTAS l14, Appendix」.
J Re咋r to 77Ie肋n生佃cturer七or Adhe5ive M。nt/毎でurert F/orido Product Approvo/jbr Overturning Moment Res扇once Pe函rm。nCe.
Exterlor nesearch and Deslgn,ししC.
`e青的調書e qfAu書ho庇のlねn伯与0う 6TH EDiTION (2017)陣C NON-HVHZさVAしUATION
TRI-BUlし丁R○○f underlayments月800) 516-1485
EvaIuatlon Report A42960.10.12-R6
戸し宣6048" R6
Revision 6: 09/2SI2017
page 3 o(6
TRIN案丁Y ERD
与.6,3 Bond to Mechanica=v Attached Base Laver:
T正BuiIt Sand重SA ShingIe Underiayment, Tr鵬u批S/A HT TU UnderIayment or T正Built Smooth HT SIA
Underiaγment aPP=ed to:
> ASTM D226,Type l or旧eit.
For inst訓ations under mechanica=y attached prepared roof coverings, base layer sha= be attached per
minimum codified requirements. For insta=ations under foam-On tile svstems ITr沌u皿SIA HT TU
Underiayment only), base laver sha= be attached per minimum requirements of FRSA/TRi Ap胴2012 (04-
12).
5.6.4 Wind Resistance for Underiavment Svstems in Foam-On Tile ApDIications: FRSA/TRI Ap川2012 (04-12)
does not address wind up腫resistance of a= underIayment systems beneath foam-On tiIe systems, Where
the underIayment forms part of the load-Path. The fo=owing wind up旧=mitations apply to directJeck
underlayment systems that are not addressed in FRSA/TRI Aprii 2012 (04-12) and are used in foam-On tiIe
applications. Maximum Design Pressure is the resuIt of testing for wind load resistance based on
aiIowable wind ioads, and reflects the ultimate passing pressure divided by 2 (the 2 to l margin of safety
Per間C 1504,9 has already been ap坤ed). Refer to FRSA几RI ApriI 2012 (04-12), Appendix A, Tabie lA or
FBC 1609 for dete「mination of design wind pressures.
♯1 Maximum Desi帥Pressu「e =45.ODSf:
Deck: Min. 15/32-inch pIywood to meet project 「equirements to satisfaction of Autho両y
Having 」urisdiction.
P「imer: (Optional) ASTM D41 or RESiSTO EXTERIOR PRIMER
Underlayment: Tri-Bu航SIA HTTU UnderIayment, Self-adhered.
♯2 Maximum Design Pressure=一67.5DSf:
Deck: Structurai concrete to meet project requirements to satisfaction of Authority Having
」urisdiction.
Primer: Soprema EIastocoi 600c
Underiayment: Tri-BuiIt S/A HTTU UnderiaYment, SeIトadhered.
捕 Maximum Desi即Pressu「e = -150,Opsf:
Deck: Min. 1与/32-inch APA-rated BCX piywood (may be insta=ed C-Side up) to meet project
requirements to satisfaction of Autho亜y Having 」urisdiction.
DeckPreparatton: Piywood sha= be thoroughly cieaned to remove dust and debris that may inhibit
adhesion. A= sheathing fastene「s shall be driven fIush with the su南ce. AII sharp
SPlinters and wood projections shail be removed/sanded.
Primer: (Optionai) RESISTO EXTERIOR PRiMER
UnderlaYment: Tri・BuiIt SIA HT TU Underlaγment, Seif-adhered, Sha= be thoroughiy ro= using hand
ro=er and/or weighted ro=er to ensure there are no voids, and ensure there are no
VOids/bridging at side and end-Iaps,
♯4 Maximum Desi賃n Pressure=-60.ODSf:
Deck: Min. 19/32-inch piywood to meet project requirements to satisfaction of Autho而y
Having 」urjsdiction.
Base Sheet: Soprema Sopra-G or Mod洞ed Sopra-G mechanic訓y attached with na=s (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. atthe4-inch iaps and 6-inch o.c. in three,
equ訓y spaced rows in the center ofthe sheet,
UnderIayment: Tri・BuiIt SIA HTTU Underlaγment, Self-adhered.
Exterlol. Research and DesIgn,ししC.
Ce′章伽o書e qf Au書ho′同書Ion伯50う 6TH EDITIoN (2O17) FBC NON.HVHZ EVAしUATION
TRI-BUIしT Roof UnderIaγmentS"800) 516.1485
EvaIuatlon Report A42960.10.12-R6
Fしま6048・虞6
RevIsIon 6: 09I2S/2017
page4 0書6
∴ TRIN看丁子ERD
5.6.4.1 For mechanic訓y attached Base Sheet, the maximum design pressure forthe selected assembIy sha= meet
Or eXCeed that required under FRSA/TRI Ap刑2012 (04-12), Appendix A, Table lA.
AlternativeIy, the maximum design pressure for the seIected assembIy sha= meet or exceed the Zone l
design pressure determined in accordance with馳C 1609. ln this case′ Zones 2 and 3 sha= empioY an
attachment density designed bv a qua冊ed design professionai to resist the eievated pressure c証eria.
Commoniy used methods are ANSl/SPRI WD宣. FMしoss Prevention Data Sheet l-29 and Roofing
Application Standard RAS l17. Assemb=es marked with an asterisk* carry the =mitations set forth in
Section 2.2.10.1 of FMしOSS Prevention Data Sheet l-29 (Januarγ 2016) for Zone 2/3 enhancements.
与.7 Exposu「e Limitations:
T向Bu航Sand・R SA Shingle UnderIayment or T正Bu批Smooth HT SIA Unde南yment sha= not be Ieft
exposed for longer than 30JaγS after inst訓ation
Tri-BuiIt S/A HT TU Underlayment sh訓not be left exposed for longer than 180rdaγS after insta=ation.
5.8 ¶Ie S=ロDageしimitations什AS lO3 per FRSA几RI ApriI 2012 (04-12=:
When loading r。Of t=es on the underIavment in direct-deck tile assem帥es, the maximum roof sIope sh訓
be as fo=ows. These sIope limitations can onIy be exceeded by using battens during loading of the roof
t=es.
丁A飢E 2:TIしESLIPPAGEしIMI職TIONSFORD脈ECT-DきCKTlしEINSTAしLATIOhIS
Underlayment TileP「ofile StagingM ethod M嵩m
Tr主BuiItS/AHTTU Unde「Iayment Fiat Max.10-ti estack 6:1之
Lugged Max,10-t= estack 与:12
しugged Max.10-t“eStaCk〈bo ttom2-t=estack
Sha=beinverted,fo=o Wedby8t=eshigh 6:12
OnSIope,aSSho Wnbeiow)
面目二や音うン ∴i∴;ミ
〇二音音一子、音 麹 鶏㌣
∴:言や::∴∴∴∴∴∵∴∴宰∴∴∵∴∴∴÷∵.∴∴∴∴∴∴.∵∴∴
Exterlor Research and Dei時∩,ししC.
臓万的的場qfAu書ho庇寄書Ion船占03 6tH EDITION (2017)閥C NON.HVHZ EVAしUA†lON
TRl・BUIしT Roof Unde而yments"80O) 516.1485
Evaiuatlon Report A42960.1O.12・R6
胃し16o48・京6
京evIs)oh 6; 09I25lま017
Page 5 of6
TRINI丁Y ERD
6. i NS丁Aし鵬丁ION :
6.1 TRi・BUiしT Roof UnderlaYmentS Sh訓be insta=ed in accordance with TR鵬UiしT Mate「iaIs Group′ししC
pubIished installation requirements subject to theしimitations set forth in Section 5 herein and the
SPeCifics noted beIow.
6.2 Re-fasten anY loose de⊂king paneIs′ and check for prot「uding na冊eads. Sweep the substrate thoroughly
to remove anY dust and debris priorto app=cation, and prime the substrate (ifapplicabie)"
6.3 Tribuilt Sand-R SA Shin賃ie Underlavment, Tr沌uilt S/A HT TU Underiavment or Tri-Bu航Sm○○th HT S/A
Underlavment:
6.3,1 Sh訓be insta=ed in compIiance with the requirements for ASTM D1970 underiayment in I:BC Table
1507・1.1 for the type of prepared roof coveringto be insta=ed.
6.3.2 Non-Tile apDiications:
WhiIe priming is optionaしTR○○BUlしT MateriaIs Group. LLC recommends priming the deck if the finai roof
cover is not slated for insta=ation within 24 hours.
App一v sheet para=eI tothe roofedge. Ro= out approximately lOft of membrane and peei backthefirst 3
ft of reIease film.
Adhere the exposed part to the substrate a=d unro= the remaining membrane as far as possibIe○
○nce the entire length of membrane is in pIace, PeeI-O什the release f=m diagona=Y WhiIe hoIding the
membrane tight. FirmIy ro=, broom or hand-PreSS the membrane into piace to achieve a bond.
Horizontal seams should be minimum 3-inches, COnfigured to shed water. VerticaI seams should be 6-
inches and staggered not less than 2ft from verticaI seams in the cou「se beIow′ Seaied in acco「dance with
TRI・BUiしT Materiais Group,ししC requirements.
When insta冊g at sIopes above 8:12, TRI-BUlしT MateriaIs GroupIししC recommends back-na冊g in the
oveHap area atthe top ofthe sheet at 12-inch o.c.
For V訓evs and Ridges: Cut underiayment into 4 to 6 foot lengths" PeeI the reIease paper and center sheet
over v訓eY Or ridge・ Drape and p「ess sheet into place′ WOrking from the center of the va=ey or ridge in
each direction. Forvalleys, aPPly the sheet starting at the lowest point and work upward'
6.3.3 刊e Applications (Tri-Buiit S/A HT TU Undel.Iavment oniv):
Reference is made to FRSA/TRi Apri1 2012 (04・12) Insta=ation ManuaI and Table l herein, uSing the
instructions noted above as a guideline.
For foam-On tiIe applications, reference is made to Section 5,6.4 herein for wind resistance limitations that
fa= outside the scope of FRSAITRI Ap川2012 (04-12).
TiIe sha= be loaded and staged in a mamer that prevents t吊e sIippage and/or damage to the
underIayment. See TabIe 2 herein, and TRi-BUI町Materials Groupl山C pub=shed requirements for tile
気aging.
7. BuIしDING P駅M町REQUIREM各NTS:
As required bγ the Bu冊ng O靴iaI or Authoritv Having 」urisdiction in order to properly evaIuate the inst訓ation of
thisproduct.
8. MANUFACTURiNG PしANTS:
GuIfport,MS
9. QuAしITY AssuRANCE EN¶TY:
UL,しLC - QUA9625; (314) 578-3406中Chance=or@us.u上com
- END OF EVAしuA¶ON REPORT一
Exterior Resea「ch and Deslgn, ○○C.
Ce購蹄の書e qf A u書horI加章Ionガ鮎0事 6TH EDITION (2017) FBC NON_HVHZ EVALUATION
TRl"BUIIT Roof Underlayments"800) 516-1485
EvaIuatlon Report A42960.1O.12置R6
戸し宣6048- R6
京ev闘on 6: 09I2与I20宣7
Page 6 of6