HomeMy WebLinkAboutProduct Approval I
Certificate of Authorization No. 29824
I ; 17520 Edinburgh Drive
CREEK
I � Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
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EVALUATION REPORT FLORIDA BUILDING CODE¢T"EDITION(2014)
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Manufacturer: TRI-BUILT Materials Group Issued December 15, 2016
9050 Louisiana Street
Merrillville, IN 46410
(800)516-1485 ,
www.tribuiltmateriaisgroui).com
Quality Assurance: Intertek Testing Services(QUA1586)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.2.3, 1507.2.8, 1507.3.3, 1507.4.5.1, 1507.4.5.2,E 1507.5`.3, 1507.5.3.2, 1507.7.3,
1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.9.3, 1507.9.3.2, 151814
Properties: Physical properties
REFERENCES
Enti Reoort No. Standard Year
Intertek Testing Services(TST1585) 102074565COQ-004 AC 188' ! 2012
Intertek Testing Services(TST1585) 102074565COQ-004A AC 188' 2012
Intertek Testing Services(TST1585) 102074565COQ-007 ASTM D 226 2006
Intertek Testing Services(CER1497) CCRR-1045 IBC,IRC 2012
PRI Construction Materials Technologies(TST5878) CMI-048-02-01A ASTM D 226 2006
PRI Construction Materials Technologies(TST5878) CMI-048-02-0113 ASTM D 226; 2006
PRI Construction Materials Technologies(TST5878) CMI-048-02-01C ASTM D 226 2006
'Determined to be equivalent to ASTM D 226-06,Type I and II
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PRODUCT DESCRIPTION
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Tri-Built Synthetic 10 A mechanically attached, woven polypropylene underlayment (nominal weight = 1.74
Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II. The underlayment is
available in rolls 48-inch wide by 250-ft long.
Tri-Built Synthetic 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05
Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, TypeiI and Type II. The underlayment is
available in rolls 48-inch wide by 250-ft long.
Tri-Built Synthetic Plus A mechanically attached, woven polypropylene underlayment (nominal weight = 2.46
Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type,I and Type II. The underlayment is
available in rolls 48-inch wide by 250-ft long.
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Tri-Built Synthetic MAX A mechanically attached, woven polypropylene underlayment (nominal weight = 3.69
Roof Underlayment Ib/100e) used an alternative to ASTM D 226,Type!l and Type II. The underlayment is
available in rolls 48-inch wide by 250-ft long.
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TBM16001 FL21553 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other,product attributes that are not
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specifically addressed herein.
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C TRI-BUILT,MATERIALS GROUP
1F, REEK Synthetic Underlayments
TECHNICAL SERVICES, LLC
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APPLICATION INSTRUCTIONS
Deck Type: The roof deck shall be constructed of closely fitted, a olid sheathingi for new or existing
construction. Sheathing shall be installed in accordance with'FBC requirements. New
construction in the HVHZ shall be minimum 19/32-inch plywood. Roof decks shall have
no more than 1/8-inch gap at abutting joints. !
'Minimum slope: 2:12. For slopes less than 4:12,the underlayment must be half-lapped a full 24-inch over
the underlying course.
Attachment method Underlayment shall be attached in accordance with the, FBC and manufacturer's
(non-HVHZ): installation instructions. At minimum, mechanically fastened with min. 12 ga. corrosion
resistant ring shank nail with min. 1-inch diameter corrosion resistant round cap to a min.
3/4-inch penetration, 6-inch o.c. at headlaps and end laps and 12-inch o.c along the
center lines printed on the sheet. The headlaps shall be a minimum 4-inch wide and
minimum 6-inch wide at the end laps. The underlayment is in stalled,starting at the eave,
with the length of the roll parallel to the eave with the printed side facing up. All side laps
shall be installed to shed water from the deck. End laps shall be offset by minimum 6-ft.
Attachment method Mechanically fasten to deck in accordance with Manufacturer's published application
(HVHZ): instructions and FBC (HVHZ) requirements. The headiaps'shall be a minimum 4-inch
wide and minimum 6-inch wide at the end laps.
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Allowable Roof Coverings:
Metal Roof Wood
Asphalt Panels and Composite Shingl (
Underlayment
Shingles, Shingles Shingles Shaes and' Slate Clay•and
kes �"I Shin files Concrete Tile
Tri-Built Synthetic 10 Roof Y Y Y Y Y',. Y'
Underlayment
Tri-Built Synthetic 25 RoofY Y Y Y Y'. Y'
Underlayment j
Tri-Built Synthetic Plus Roof Y Y Y Y Y' Y'
Underlayment !
Tri-Built Synthetic MAX Roof Y Y Y Y Y' Y'
Underlayment
Notes:1)Approved for use with slate shingles and clay and concrete tile in non-HVHZ only.
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LIMITATIONS
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1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance is not within-the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application instructions. Where discrepancies exist between these sou rces, the more restrictive and FBC
compliant installation detail shall prevail.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck.
6) The underlayment may be used as described in other current FBC product approval documents.
7) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck. I I -
8) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
9) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
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TBM16001 FL21553 ( Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout,the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
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CREEK I TRI-BUILT MATERIALS GROUP
Synthetic Underlayments
TECHNICAL SERVICES,LLC
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COMPLIANCE STATEMENT
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The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5`h Edition(2014)as evidenced in the referenced documents submitted by the name,!,manufacturer.
00PRY 2016.12.15
GEIV3• ,F z
• 16:59:35• No 74021 •
-0500'
STATE OF '44/
0•�'
, •:°< p p:•'N�� Zachary R.Priest, P.E.
�d' R Florida Registration No.74021
A%-%%%%%%% Organization No.i'ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this
evaluation. I
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing orldistributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing,or distributing products under this evaluation.
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{ Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approvalprocess,of the product.
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END OF REPORT
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TBM16001 FL21553 j ' Page 3 of 3
.This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or otheriproduct attributes that are not
' specifically addressed herein.
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EXTERIOR RESEARCH&DESIGN, I.I.C.
Certificate of Authorization#9503
TRINITY ERD 353 CHRISTIAN STREET, UNIT� � OXFORD,CT 06478478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Owens Corning I Evaluation Report 037940.02.12-R7
One Owens Corning Parkway ' FL10674-R12
Toledo,OH 43659 Date of Issuance:02/06/2012
1 Revision 7: 04/18/2016
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules land regulations governing the use of
construction materials in the State of Florida.The documentation submitted ha's been jreviewed 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 5thl Edition '(2014) Florida Building Code
sections noted herein. j
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DESCRIPTION:•Owens Corning Asphalt Roof Shingles
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LABELING: 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 asl 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. TrinityJERD 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 I ERD I_valuated" 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 requestlof the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by: —
`��Pr'
-�=4• ;,,•'���..��. The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen P.E. •+Fs; •
, �lQt�A�. °fir r P.E.on 04/18/2016.This does not serve as an electronically signed
lJJ,,anm��,y
Florida Registration No.59166,Florida DCA ANE1983 �.4 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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
specifically for that purpose.
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ROOFING SYSTEMS EVALUATION:
1. SCOPE: j
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Product Category: Roofing_ I
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with the following Standards. Compliance is i ubject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
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Section Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM 013161 I i 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
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3. REFERENCES:
Enti Examination Reference I I Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol 3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 I' 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 ! 04/18/2006
UL.LLC(TST9628) Wind Resistance 11CA34308 j 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter ' 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confir i ation,R2453 Exp.08/20/2017
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4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles: ! r
4.1.1 Classic and Supreme are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire®are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire'"'are fiberglass reinforced,5-tab asphalt roof shingles. j r
4.1.4 Duration®, TruDefinition® Duration®, Duration® Premium Cool, T�uDefin tion® Duration® Designer Color
Collection, TruDefinition , Oakridge® and WeatherGuard®;HP are fiberglass reinforced, laminated
asphalt roof shingles. I
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4.2 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgel Hip&Ridge Shingles are fiberglass reinforced,hip•'and ridge asphalt roof shingles.
4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS: j
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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory
for fire ratings of this product.
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-117
Certificate ojAuthorization 119S03 F1.10674-1112
Revision 7:04/18/2016
Page 2 of 8
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ERD
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5_4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vasd=150 mph (V,,it= 194 mph). Refer to Section'6 for installation requirements
to meet this wind rating. 7
5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are
acceptable for use in all wind zones up to Vasd=150 mph (V„It=194 mph). Refer to Section 6 for installation
requirements to meet this wind rating. �
5.4.3 Classification by ASTM D7158 applies to exposure category B or C Ind a building'height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle. '
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance:with the Florida Building
Code and F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval,or be Locally Approved per Rule 611320-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3.
6_2 Asphalt Shingles: ( ; '
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507':2 or R905 .2, with the following
exceptions:
➢ Berkshire shingles require minimum five(5)nails per shingle.
➢ WeatherGuard®HP shingles require minimum six(6)nails per shingle. i
➢ Devonshire'm shingles require minimum six(6)nails per shingle 1 ;
➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
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Feltunderlayment Deck Feltundedayment i Dedc Seltadhered
WeatherLocka
Self-adhered I i underloyment
WeatherLock®
underlayment tel. Drip edge
dp Drip edge e 9
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Nails;located
Nails located 2 3•from eave
2-3"from eave
Install fast Self-sealing adhesive Self-sealing ad hes va
InstallfirstStartarStripPlus positioned eave
shing1Starter Strip positioned along eave with V removed I P g
6"removed \ r a I Starter Strip Plus overhan s eaves and rakes 1/4'-3/4•
Starter Strip shingle overhangs eaves and rakes k" /V I g
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Exterior Research and Design,I.I.C. I Evaluation Report 037940.02.12-R7
Certif7cate of Authorization#9503 FL10674-R12
j Revision 7:04/18/2016
Page 3 of 8
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TRINITY ERD
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6.2.6 Minimum Nailing—Classic®&Supreme: I
Normal Mansard or Area para Normal ` Mansard or Area para
Wind Areas High Wind desvanes y Wind Areas q' High Wind desvanes y
Area pare vientoi normales Areas viontos fa's Area pais vientos norniales Areas Wantos fuertos
t" (A) C'21118%4i t2 t "
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5"Exposure 5 5/S"Exposure
ExposiePdn Expositidn i
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6.2.7 Minimum Nailing—BerkshireO:
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Sealant si'ri
Sea�M strip i tra de sel ador
I La Via de seUador La t
d
9•YP 9 Yt' 8Yf �t"8 rfe" 8 rh"
11
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Standard Fastening Pattern 6-Nail Fastening Pattern .
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Sealant strip
La Via de settador I
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Yt' 9 y 8y8i
1"
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2
,As iiH rooting cement
Cemento de!echo de astafto
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Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate ofAuthorizotion#9503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
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6.2.8 Minimum Nailing—Devonshire':
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1,+ 711711
O O 8" n i
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Ne 4o-
paves
Nails
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t• r e r
5.5/8°exposures
Exposici6n de 5.5/8 pulg Sealant location
Ubicaci6n del sellador s*• o
Ten 1"Spots of Asphalt Roof Gement
Standard 6-Nail Fastening Pattern Mansard or Stedp'Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration®,TruDefinition® Duration, Duration® Premium Cool &TruDefinition® Duration®
Designer Color Collection:
4-Nall Fastening Pattern , ti"Nail Fastening Pattern
SureNagOfastenine area width 1 stmNag®fastening area wleth
Nag,Typical Nail,Typinl
1" 7r 1r i" 1' 12" 1r 1^
:.peniCuwrt]ve"Y .: -...•9 s +^+"0..:'.'r..,.:a..m suNiYa:"•, .a+aurvnua.w,e ;W;i�:a•Hs +uro_ .a.. •a.,va lbare e.wna.,.:•
6118"5-518• F-1
6.718"6318" I�.F� --j
•w:°• I !',�.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12 j
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S—N,111 fastenln,arae width I
N.V.Typical
1- 12-
12 Y
&118"5315"
Four 1"Spots of Asphott Roofing Cement
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,U.C. i Evaluation Report 037940.02.12-117
Certificate ofAuthorirotion#9503 FL10674-R12
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Revision 7:04/18/2016
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6.2.1 Minimum Nailing—Tru Definition Oakridge®,Oakridge®: I
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4 Nail Pattern .6 Nail Pattern
Esquema con 4 clavas Esquema con 6 cla i s
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I<— ,z• .tz
55/8"Exposure Nails` 55/8"Exposure , Nails
Fxposiddnde66/8pufg. Clavos Expbsief6nde66/8pufg. 55/8"Exposu2 I I C(avos 5sm"Exposu.
&pos106n de 55/f ping. 1 Expos/cOrr de'66/8 pufg.
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Standard Fastening Pattern 16-Nail Fastening Pattern
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Fastening for Slopes Greater Than 21:12 !
SmNaIM festening arae MEN
NA Typleol
! '2' I I 12-.
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Fourt^SpobofAsphelt Ro ftgCement i
Mansard or Steep Slope Fastening Pattern I
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6.2.1 Minimum Nailing—WeatherGuard®HP:
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SIM0110.6111de View
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• •� .S!::�� i• Fiatirwe'11�to�t Nrl IIiM
C�wl��faliw�i f�dil� .
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
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TRINITY ERD
6_3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuarda!HP Hip and Ridge Shingles and
ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions,using four
(4) nails per shingle. Installation of DuraRidge'"" Hip & Ridge Shingles shall5'c'omply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer!to Owens Corning published
information on wind resistance and installation limitations, including the;use of hand-sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requlirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
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FIg.1' 4 Fig.2'
�— PrelraifulplMnll ' '
Direction' A ITOPYew �. ; I SttleVeN
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-Nails---* Nails � �!� Nails
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1. 21 Toa'amirroteti�.1
4" Pine
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6:3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig.C Hip'&Ridge Shingle Fastening
Fig.A 4 4 I p I'
preva000ywlna ToVlew
�—
DirectionA '
Nails q 4 A I S
A i i Nails i , Nails
p Y 1 I
Exposure I 1
6" .Exposure
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 o FL10674-R12
Revision 7:04/18/2016
i Page 7 of 8
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TRINITY ERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: 1
Prevailing Standard _tt. •
Wind Direction Sealant Strip Patternng
.� 6"Exposure
t2• 1Sealant
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Fasten 7111 791 8"+Expos tre
I Cover Exposed
Fasteners with
Roof Cement
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j 6.3.6 Minimum Nailing—DuraRidgel Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
ProraiingWindDiroction Topes�n,
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4--Di►oaiondornuantodunrt I• Vfs a en p or I
Dirocdtn dol+donto prodomironto
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Mal; n :•;' '0vicmCadng,SWctJau Ck.
.-t'Hpa
P �! 127
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited quality Assurance Agency noted
herein. I
7.2 Asphalt shingle wrappers shall indicate compliance with one of the,required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
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8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
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9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 CA
requirements. i
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10. QUALITY ASSURANCE ENTITY: I
UL LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com
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END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certificate of Authorization#9503 FL10674-R12
I I Revision 7:04/18/2016
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