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2020-05-19 08:11 Marzo Roofing Inc. 17728789051 >> P 1/1
OFFICE USE. ONLY:
DATE FILED, `J I a.a I as _ PERMIT`# a ao y-6 S-1
REVISION FEE= -1 s.ao RECEIPT#
PLANNxNG&DEVELOPMENT SERVICES
* BUILDING&CODE REGbLATION DIMON
2300'VMGMA AVENUE
• FORT PIERCE,FL 34982-5652
-- (772)462-1553 FAX(772)467-1578
APPLXCATXON FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
I. LOCATION/SITE
ADD ESS: ) �('. J�I�I� I )lz W& —
�
2. DETAILED:DESCRIPTION OF PROJECT
REVISIONS:..
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT,#: ' ? ST.]LUCI E COUNTY CERT.#:
I;'US�SS'NAly R., /1i 1:;L.)
QUALIPMRSNAME:
ADDRESS: (fl Z
CITY: o ,�- STATE: �G ZIP:
PHONE(DA ): FAX:
4. OWNER/BMWER INFORMATION:
NAME:
ADDRESS: U
CITY: STATE: ZIP:
PHONE: L33 2.- F'AX.-
S, ARCXXITECT/ENGnUER INFORMATXON:
NAMM,
ADDRESS.,
'CITY; STATE: ,ZIP:
PRONE(DAYTINW): FAX--
Revised
AX=Revised 07/22@014
2020-05-19 08:18 Marzo Roofing Inc. 17728789051 >> P 1/8
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Business Professional
Regulaticin
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acts Home I req in. I p■ee negl■trappn Hot Topics Submit Su[ehbrye S[bb l a Odd Publications roc s[elr OUS Slto Mlip Unk■ Gearch I
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Approvalrusearubue uacr
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Proeuct&2MYel Mena>P[bdute or Aballemlen snnreb>A-llendbp Lle[>npplle■tivn a■t■II
FL u F1.16048-116
Applltallon Type . Revision
Code Version 2017
Application Status Approved
Comments
ArChlvcd
Product Manufacturer Trl-Bulit Materials Group,LLC
Addre5s/Phone/E:mall PO Box 70
Rutherford,N7 07070_
(800)516-1485
davld.rulz9trlbulltmg,com
Autharized Slanaturt: David Rulz
dovld,rulzilPtribulltmg.com
Technical Representative Davld Rulz '
Addross/Phono/Emah 250 Route 17 North
East Rutheribrd,NJ 07073
(201)842.2449
davld.rulz*trlbulltmbtarlalsgroup.Cam
Quality Assurance Representative
Address/Phone/Small
Category Roofing
Subcategory Underiayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Profasslonbl 8nglnoor
0 e valuation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florlda.LlcetWu PC-55366
Quality Assurance t!ntlty UL LLC
Quality As9uranca Contract Bxplfatlon Pate 07/18/2020
Validated By )ahn,W.Knezevich,PG
10 Validation Checklist-Hardcopy Received
Certificate of IndependonCe F116048-116—COL-2017-01—CO] NienrillIen.pdf
Referenced Standard and Yebr COP Standard) ItpA I= yyyC
ASTM 471970 21015
ASTM(3155 . 2005
FM 4474 2011
FRSArIM April 2012(04-12) 2012
UL 1897 2012
Equivalence of Produet Standards
CeMned By
sections from the Code
2020-05-19 08:18 Marzo Roofing Inc. 17728789051 >> P 2/8
Product Approval Method Method 3 Option 0
Date Submitted 09/25/2017
Data Validated 10/01/2017
Date Pending F13C Approval 10/03/2017
Data Approved 12/12/2017
Summary of Products
Pt,# Model,Number or Name Description
16048.1 TR1-13UILT Roar Undarlayments Self-odhoring,modlFlod bitumen roof underlayments
Limits of Use %natallaelort Instruction®
Approved for use In HVHZI No C1,16049 R6 77 2017 J!)9 FINAL Ea JR17
Approved for use outside NVHZ:Yes AUTLT UNDFRLAYMPNTS 11.ifi048-Rfi.odf
Impact Resistant:N/A Verified 6y:Robert N10minon PE-59166
Design Pressure:+N/A/-150 Created by Independent rhlyd Party:Yes
Other.1.)The design pressure noted herein pertaln5 to use Hvalubtlon Reports
of foam-on the systems ovortop the ZellLadhering
MAL FR TRT-
underlayment for one particular application.Sea ER Section Iaun7_LlLVMER 6XtJENTS n.i8041 UA=
5.6,4 for details.2.)Refer to ER Segtlan 5 for other Limits or Created by Independent Third Party:Yes
Use.
mt4 Nart
contort UR:t�pbiblalt Stene Rand.Tellbnneee n�]2]99 Phbne:.850e487-t a74
The State or rladdh 11 M M/t!D employer. :l Prlvecv.91e14 g1 n Ateesslblllty_31e1aataaf li AUA>,Stnlemant
Under rleddP law,email addresses eM public mords,R you do nat want your a-mall address rainnand In response to a public-roeerds f4Ru4st-do not send alaeronla
mall to this anVty,Income,rbalbattho MA by phone or by traditional mail,Iryou have any 4uoAtl4as,plane mntect 030.407.1395.`Putsuant to Sactlon 453,273
(1),pleddb Stntete4,4lWiva acrobat 1,2017,115aneem Iicended under Chapter 455,V.S,most provide tho o4partolent with an amall oddrapP lr th4y have one.The
ama0s Providnd Maybe used for of ul conimunketion with the llc4np4a.Howavet amen addrands aro publlp mmrd.]f you do not wish to suPPly a Pemonal address,
pleats pramo Iho Deportment with an mall address which eon be Made oVarldablabla public.in datemine tryau arc a ucannna und4t Chopta,455,P5.,plaaea
Pmduot APPr4vel Acaeptq
rmt E
GTedlt Card
Safe
2020-05-19 08:18 Marzo Roofing Inc. 17728789051 >> P 3/8
r EXTERIOR RESEARCH&DESIGN,I.I.C.
f CerUftcare of Authorization#9503
TRINITY I ERD 353 CHRISTIAN
OX OXFORuNmas
D, 6478
V (206)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-RG
Rutherford,NJ 07070 Date of Issuance:10/26/2032
($00)516.1485 Revision G: 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 6U' Edition (2017) Florida Building Coda
sections noted herein.
DESCRI?TION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency rioted
herein.
CONTINUED COMPUANcr::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. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERrisEMENT:The Evaluation Report number preceded by the wards"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.
IiiisPECr{ow 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 OfFciai.
This Evaluation Report consists of pages:l.through 6.
Prepared by:
.ia��htirCe,Q*�a,r'
Robert JIM.Nieminen,P.E. ,h�ij`ArONa4�+�{? 7harpinig4w2leppaarinawag @uthm4gSayPabertMeminen,
not
K„ + ,0,on09/35/30117.7hla does reNaoanclacU0lapay tWnad
!:lorldo Reglstratlo»No,59,166,FlOrjdp Df-AANE19$3 P
aocam.a+.
CEIMMASIONap INDEPENDENCE
1, TrinitylERD does not have,nor does it Intend to acquire or will it acquire,a flnanclal interest 1n any company manufacturing or
dlstrlbuting products It evaluates,
2, Trinityl ERo is not owned,operated or controlled by any company manufacturing ar distributing products it evaluates.
3, Robert Nieminen,P.E.does not have nor will acquire,a financial Intertest to any company manufacturing or distributing products for
whTCh 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 15 a building code evaluation. NeitherTrinitylERD nor Robert Nleminen,KE,are,In anyway,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
speciflcallyfor that purpose. r
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TRINITY f 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 61h 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. STANDAROS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 7.$97 2012
1504.6 Accelerated Weathering ASTM G155 2005
x507.2.4/2507.L2,1507.2.9.2 Physical Properties ASTM D1970 2015
7507,8.3 Physical Properties, FRSA/TRI April 2022(04-12) 2012
3. REFERENCES:
Emily Examinatl2 Reference. >
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 1'1/7.9/2013
ERD(75T6049) Physical Properties S40540,03 .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 S44870.04.14-1 04/10/2014
ERD(T5r6049) 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 ' 540540.10114 10/31/2014
ERD(7576049) Physical properties SC7645,02,1S 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520;04.15 05/27/2015
ERD(7576049) . Wind Resistance 5C14045.05.17-Rx 06/07/2017
UL,I.I.C.(QUA9625) Quality Contra] Multiple-Listing 816814 12/10/2075
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 under]ayment,with a 35-inch sheet width;meets ASTM 01970,
4.2 Tri-Built SIA HT TU Underlayment is a self-adhering,non-woven polyester fabric surfaced,SSS modified
bitumen roofunderlayment;meets ASTM D1970 and FRSA/TRIApril 2012.
'-Tri-Built Smooth.HT•S/A- Underlayment Is a self-adhering, glass-mat reinforced, film-surfaced, SOS
modified bitumen roof Underlayment;meets ASTM D1970.
S. LIMITA710NS:
5.1 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 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 Roseartdand DC7lgn,LLC.' - LvaluatlonReport A42969.30.xx-RG
CerlFfleote ojAurholl:atlan A9503 Y 4B�UI T RoITICN ot Underllayme a11)ivC l;(800)516-2485 Revision 6;09/25/2017
Page 2of 6
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"Q TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product Is
specifically referenced within FSC approval documents. If not listed, a request may be made to the
Authority Waving Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TAOiX". it04FCOVER'OPTIONS
Underlayment Asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Trl-BulltSand-R SA Shingle Yes . No No No Yds Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Trl-Built Smooth MTS/AYes No No Yes , Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
.TAut4.XA;ALLOWABLE•TIl146}{651VE,/•UNDERtAYMENTCOM91NATloNS�,' '
Adhesive. Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Trl-iiullt S/A HT TU Underlayment
Dow7ileBondw FL2252S Tri-SulltS/A HTTU Underlayment
5.6 Allowable Substrates;
5.6,1 Direct-Bond to Dec_k_.:
Tri-Built Sand-R SA Shingle Underlayment,Trl-Bullt S/A HT TU Underlayment or Tri-Bullt Smooth HT S/A
Underlayment applied to:
> Plywood;ASTM 041 primed plywood;OSB;ASTM D42 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Fine;ASTM 041 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
OSS prior to installation of the self-adhering underlayment.
5.6.2 Bon -to-Insulallan:
Trl-Built Sand-11SA Shingle Underlayment,Trl.Bullt S/A HT TU Underlayment or Trl�Built Smooth F17 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 the systems (Tri•Bullt S/A MY 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,AppendixJ.
=Refer to Tile Manujocturer's or Adhesive Manufactures norldo Product Approval far Overturning Moment ReSlstpnce Performance.
exterlor Rascomb and Oulgo,LLC. evoluatlon Report A4x96o.10.32A6
Cerdflrafe of Authorization#9503 firm EDITION(20171 FBC NON-HUHZ EVALUATION• FL1604g-R6
TRI-BUILT Roof Undarlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
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•-;i TRINI TY i ERD
5.6.3 Bond ilio Mechanically Attached Base Laver;
Tri•Bullt Sand-RSA Shingle Underlayment,Tri-Built S/A HT TU Underlayment ar 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 the systems (Trl-Built S/A HT TU
Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
5.6.4 wind Resistance for Underlayment S stems ln_Foa..-On 11le Application§: FRSA/TRI April 2012(04-12)
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(044x)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 F8C 3504.9 has already been applied), Refer to FRSA/TRI April 2022(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
Al 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 041 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Pgign Pressure=•67
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
#3 Ma m Desl n r =-150.0 f;
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 J
Underlayment: Trl-Bulls$/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 Oesi n Presse o� -60.0 sf:
Deck: Min, 3.9/32-Inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modlfiad Sopra-G mechanically attached with nails(FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch ac.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.
Extortor Research and Mign,I.I.C. evaluation Report A42960.10.12-116
Cardflcote o/Authorlx4Uon#9503 6EDITION(20x2)FBC NON-NVHZ evALUATION FL26049-R6
TR1-0UILT Roof Undarlaymantx;1800)516.1485 Ravislan G7 09/2,SP017
Pogo 4 of 6
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�',J 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 IA.
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 VVDi, 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 Z/3 enhancements.
5,7 Exposure_Limitations,
Tri-Built Sand-R SA Shingle Underlayment or Tri-Sullt 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 longerthan 180-days after installation.
S,8 Tile Slioaape Limitations 165103 aer FRSAUBI 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.
'1'A13LE-2:-nil$UPPAGC LIMITATIDNS POR DIRECY-DaCKTtLE INSTALLATIONS ,
file Profile Staging Method Maximum
Underlayment Slope
Flat Max.10-tile stack 6:12
Lugged Max.30-tile stack 5.12
Max,14-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:7.2
on slope,as shown below)
Tri-Built 5/A HT TU 1 1
Underlayment Lugged ~
Excerlor Research and pasign,LLC. Evaluation R6portA42960.10-lZR6
Cert&ate OfAvrhO&Qdon#9503 6T"EDITION(2017)FBC NON-HVHZ EVAWATION Revision 6:0LIS0 X17
TRI-BUILT Rant underlayments;(600)526.148+
p4ge 5 of 6
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7p
JNITY,ERD
6. INSTALLATION-
6.1 TW11UILT Roof Underlayments shalt be installed in accordance with TRI-BUILT materials Group, LLC
published Installation requirements subJect to the Limitations set forth In Sectlon 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 p(torto application,and prime the substrate(if applicable),
.613 Tri-Rulit Sand-R SA-ShlngLq Lin erlayment,Trl-eulftVA NY TU underlayment or Tri Built Smooth hT S/A
Underlay _
6.8.1 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.
Non Tile applicatiMn -
While priming Is optional,.TRI-BUILT Materials Group,LLC recommends priming the deck If the final roof
cover Is notsl4ted for Installation within 24 hours.
Apply sheet parallel to the roof edge. Rollout approximately loft of membrane and peel back the first a
ft of release flim.
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'seems 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 16-the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When Installing at slopes above 8;22, 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 underlayTent Into 4 to 5 foot lengths.Peel the release paper and center sheet
over valley or ridge. 0'rape and press sheet Into place,working from the center of the valley or edge In
each direction. For valleys;apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Appfic—ations(Tel-8
Alit ILAHTTLI Underlayajent only)
Reference is made to FRSA/TRI April 2012 (04,22) Installation Manual and Table I herein, using the
Instructions noted above as a guideline.
For foam-on the applications,reference Is made to Section 5.6.4 herein forwind resistance limitations that
fall outside the scope of FRSA/TRJ April 2012(0442).
Tile shall be loaded and staged In a manner that prevents the slippage and/or damage to the
underlaj meat See Table 2 herein,and TRI-BUILT.Materials Group,LLC published requirements for the
staging.
7. Eulw=PERmrr REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the Installation of
this product.
S. MANUFACTURING PLANTS!
.Gulfport,MS
9. QUALrfY ASSURANCE ENTCTY:
UL,LLC—QUA9625;(814)578-3406;k.chanceffor@us.ul.com
-END OF EVALUAMON REPORT-
TCxlor R jaafCh tnd Deallm,UCEvaluation Report A4296010.22-RG
n;X4jAUthQr1zod0n
09503 r-EDITION(2027)FBI:N0N-HVHZEVALUAr10N FIA6049-R6
TRI-BUILT Roof undarlayments,lacia)szo-maS RavIslon 6:09/25/2017
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