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FL# FL10674-R12
Application Type Revision
Code Version 2014
Application StatusApproved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method - Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L.7 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/20/2017
Validated By John W. Knezevich, PE
C.i Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.pdF
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtBNbEY5V%... 11/21/2016
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Summary of Products
FL It Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab, laminated,starter and hip&ridge
Shingles and Starters shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-R12.Ddf
Impact Resistant: N/A Verified By: Robert).M. Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Refer to ER, Section 5. Evaluation Reports
FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT
SHINGLES FL10674-R12.odf
Created by Independent Third Party: Yes
Back N—
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
® ® eChecl M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%... 11/21/2016
EXTERIOR RESEARCH &DESIGN, LLC.
Certificate of Authorization#9503
TRINITY f ERD 353 CHRISTIAN STREET, UNIT
QOXFORD,CT 06478478
PHONE:(203) 262-9245
FAX:(203) 262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-117
One Owens Corning Parkway FL10674-1112
Toledo,OH 43659 Date of Issuance:02/06/2012
Revision 7: 04/18/2016
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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
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 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. 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 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 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 Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
;.1�;>STATS'O'r,:U4i'•
� ^ tC•��-`�` The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen P.E. a,s'': 4. .
Nieminen, �+^, +ss` P.E.on 04/18/2016.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 '�""�"�"" document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. 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 financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I 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.
��TRIWYJERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
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 subject to the Installation Requirements
and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
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 D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 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 Confirmation,R2453 Exp.08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
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.
4.1.4 Duration®, TruDefinition® Duration®, Duration® Premium Cool, TruDefinition® Duration® Designer Color
Collection, TruDefinition Oakridge , Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeT" 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:
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 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.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 2 of 8
TRINITY I ERD
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 (Volt= 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
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 (Vul,=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 and 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 611320-3.
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 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles: 1
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:
➢ Berkshires shingles require minimum five(5)nails per shingle.
m
➢ WeatherGuard HP shingles require minimum six(6)nails per shingle.
➢ Devonshire"shingles require minimum six(6)nails per shingle.
➢ 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:
Felt underlayment Deck Felt underlayment Deck Se f edheted
WeatherLackO
Self-adhered underlayment
WeatherLocke
underlayment
Drip—
Drip edge D Ddpedge
9
Nails located Naik located
2'-3'from eave
V-3"from eave
Install rust Self-sealing adhesive Selfaealing adhesive
Insta6first
Starter Strip positioned along eave Starter Snip Plus positioned along eave
shingle with
with 6'"removed—�:
6"removed
Starter Strip shingle overhangs eaves and rakes'h='/i' Stoner Strip Plus overhangs eaves and rakes 1/4'-3/4•
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 3 of 8
r
QOTRINIW�ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or pare Normal Mansard or Area.pare
07
Wind Areas High'Wind Zrdervanes y Wind Areas High Wind desVainsa y
Area pare vienros_normales Areas vlentoir/uertas Area para vientos normalea Areaa vienier fuanfes.
t" (A) t t s•. IB Z' �" t" [AI �" �' 2" IBI Z' �'
tr tr +2 IM rzt
5"Exposure. 5 5/8'Exposure
Exposleldn Exposiel6n
6.2.7 Minimum Nailing—Berkshire®:
Sealant.stdp Sealant strip
La Lira do seflador La tirade sellador
T-
9 Yt' 9 Yi' 8 Vf 8+h"
r
r
Standard Fastening Pattern 6-Nail Fastening Pattern
Sealant strip
La Ura d3 sdkdrr
of-rs4----------• 41 04----------
8�/t 8 Yt 8 YC B Yt
1
Y Asphaft roofing oement
Comatb A tadio de aslaho
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117
Certificate ofAuthoriration#9503 FL10674-R12
Revision 7:04/18/2016
Page 4 of 8
3
QO
TRINITY`ERD
6.2.8 Minimum Nailing—Devonshire'":
8rr--+--7" �N
r Nel
aevas
Nails
•••••• ,• r e r
5.5/8"exposure Sealant location y"
Exposici6n de 5.5/8 pulg Ubicacibn del sellador s ��
Ten 1"Spots of Asphalt Roof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing—Duration's,TruDefinition® Duration, Duration® Premium Cool &TruDefinition® Duration'
Designer Color Collection:
4-Nall Fastening Pattern 6-Nail Fastening Pattern
sure"Of-tering—width Suro ➢Ira4Nlp mea width
Nalf,Typl.WNat,TypiW
1• 1r 12• 1• 1" 1T •I 12• 1-
6118• 6-1R
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
sunNaltID faLnMg.r"o w10N
N.11.Typical
1• 1r it 1•
6tm^ ssm• a>ii; C�sir r41. e(W "*
—Tr
Four 1•Spoa of/uplWl aooMg C.m.n,
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-R12
Revision 7:04/18/2016
Page 5 of 8
TRINITY(ERD
■
6.2.1 Minimum Nailing—TruDefinition Oakridge®,Oakridge°:
4 Nall Pattern 6 Nail Pattern
Esquema_con d davos Esquema con 6 clavos
1, 1`
IF— rr —►1 I<— 1r_ .
r r
5 Expasura5 6/9"Exposure Nails
Nails
- Exposietdnde55/8pulg. Chivas Fxpaslcldride;fi6/8ptdg. 6Sir Exposwe Clavos 56/8"Exposure
&posldtfn de 66/8 pulp Expasleldn dee 66/8pulg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
9untUUA I-,*ntng—aom
Nat,typksl
r tr tr
67r■ Stile• � ���� lbc1� K"S
x•
Four 7'Spots of MpNell ReoMg GnNnt
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
�■ �� � � Slvr!.e fe.a
view
k-- 2■ 1 =s{
.•,Q+. .....i.,.
.ti_.• X. F�wtweR7hrough LYl Lie
Clw�'wz fa'iir drflFdb
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7
Certificate of Authorization 119503 FL10674-R12
Revision 7:04/18/2016
Page 6 of 8
�TRIN11YIERD
6.3 Hip&Ridge Shingles:
o a
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard 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 DuraRidgell Hip & Ridge Shingles shall comply 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 requirements, 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:
Fig.1 4 Fig.2
Pig1Mnd
DUaWaeClan A ispVieur SldeVlew
A Nails. Nails
4
`\ I 1 � .�•• Z^. TOP Laminated
A... I t C• Place
I 1
4 I I I
I I i I
A I I I I I
P I I I i I
1 I JI
sure I
ul
I
1
I
1
I
I
6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
Fig'A 44.
Fig.C Hip&Ridge Shingle Fastening
' Prtwalling wind TopVbw
<-Dln?atbn A
A
Nails
I
A i i NAIL Nails
P I I T•
I z z'
A I I I I
I 1
' Exposure
S. Ellposuia
�z I
Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 FL10674-1112
Revision 7:04/18/2016
Page 7 of 8
��TRINrryjERD
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard 11"
iJUind DirectionFastening
Sealant Strip Pattern
6`Exposure
.+ rr
1j1h' Sealant
Fasten xp6"Exposure
'Cover Exposed
�`,. Fasteners with
Roef Cement
6.3.6 Minimum Nailing—DuraRidge'" 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.
e—Ptmirng Wi dDirwdon Toper pm
0iroaiandatnimntaduvwc II- Vlsnsuperlor I"H
Oiracd6n dal dont pradorniranto
c
24i ro
Naih ` "rair?-CarniniJ,w,
Ci �—� I
C]aroo� i I I
I I
�r E
I
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
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.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409; karen.buchmann@ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization#9503 F1.10674-1112
Revision 7:04/18/2016
Page 8 of 8
MIAMI, MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street.Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.n,ian,idade.2ov/cconomv
CertainTeed Corporation
18 Moores Road
Malvern,PA 19355
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product-or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for,sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA#14-0224.03 and consists of pages 1 through 42.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0529.02
QM1 •DADEC0UNTY fi Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 1 of 42
ROOFING SYSTEM APPROVAL
Cateeory: Roofing
Sub-Cateeo>ty: Modified Bitumen
Material: APP/SBS
Deck Tyne: Wood
Maximum Design Pressure: -127.5 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
All Weather/Empire Base 39 3/s"x 65'10"; ASTM D 4601,Type Asphalt coated, fiberglass reinforced
Sheet _ Roll weight: 70 lbs. II base sheet.
(2 squares) UL Type G2
Flexiglas Base Sheet 39'/s"x 98'9'; Roll ASTM D 4601,Type Modified Bitumen coated fiberglass
weight: 90 lbs. II base sheet.
(3 squares) UL Type G2
Flintlastic Base 20 39'/8" x 49'6";Roll ASTM D 6163, Modified Bitumen coated fiberglass
weight: 90 tbs. Grade S, Type I base sheet.
(1.5 squares)
Flintglas Ply Sheet Type IV 39'/8"X 1647"; Roll ASTM D 2178, Type Fiberglass,asphalt impregnated ply sheet.
weight: 38 lbs. IV
(5 squares) UL Type G I
Flintglas Premium Ply Sheet 39 3/8"x 164'7'; Roll ASTM D 2178,Type Fiberglass, asphalt impregnated ply
Type VI weight: 40 tbs. VI sheet.
(5 squares) UL Type G 1
Flintlastic STA 39 3/8"x 32' 10";Roll ASTM D 6222, Smooth surfaced APP Modified
weight: 87 tbs. Grade S,Type I Bitumen membrane with non-woven
,, (1 square) polyester mat reinforcement for torch
1 application.
Flintlastic GTA 39 3/8"x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified
weight: 105 lbs. Grade G,Type I Bitumen membrane with non-woven
--- `J (1 square) polyester mat reinforcement for torch
application.
Flintlastic GTA-FR 39 3/8"x 32' 10"; RolI ASTM D 6222, Granule surfaced APP Modified
weight: 105 tbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GMS 39 3/8"x 32' 10";Roll ASTM D 6164, Granule surfaced SBS Modified
weight: 94 tbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application.
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 2 of 42
3
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic Premium GMS 39''/8"x 32' 10"; Roll ASTM.D 6164, Granule surfaced SBS Modified
weight: 101 lbs. Grade G, Type 11 Bitumen membrane with non-woven
(I square) polyester mat reinforcement for mop
application.
Flintlastic FR-P 39'/8"x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS
weight: 101 lbs. Grade G, Type 1 Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Flintlastic Premium FR-P 39'/8"x 32' 10";Roll ASTM D 6164, Fire resistant, granule surfaced SBS
weight: 101 lbs. Grade G,Type li Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Flintlastic FR Dual Cap 39 3/8"x 32' 10";Roll ASTM D 6162, Granule surfaced SBS modified
weight: 103 lbs. Grade G,Type I bitumen membrane with a nonwoven
(1 square) polyester/fiberglass composite mat
reinforcement for use in cold or mop
applications.
Flintlastic FR Cap 30 39 3/s" x 32' 10"; Roll ASTM D 6163, Fire resistant, granule surfaced SBS
weight: 86 lbs. Grade G, Type I Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications.
Flintlastic FR Cap 30 T 39-3/8"x 32' 10';Roll ASTM D 6163, Granule surfaced SBS Modified
weight: 100 lbs. Grade G, Type I Bitumen membrane with fiberglass
(1 square) mat reinforcement for torch
application.
Flintlastic Base 20 T 39-3/8"x 33';Roll ASTM D 6163, Modified Bitumen, coated fiberglass
Weight: 81 lbs. Grade S,Type I base sheet for torch application.
(1 square)
Flintlastic FR Cap 30 CoolStar 39 3/8"x 32' 10";Roll ASTM D 6163, Fire resistant, granule surfaced SBS
weight: 88 lbs. Grade G,Type I Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
Flintlastic FR Cap 30 T 39 3/8"x 32' 10";Roll ASTM D 6163, Fire resistant, granule surfaced SBS
CoolStar weight: 102 lbs. Grade G, Type I Modified Bitumen membrane with
(1 square) fiberglass mat reinforcement for mop
applications. Covered with reflective
CoolStar Coating.
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 3 of 42
f
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic GTA CoolStar 39'/x"x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified
weight: 106 lbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GTA-FR CoolStar 39'/8"x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified
weight: 106 lbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application. Covered with reflective
CoolStar Coating.
Flintlastic GMS CoolStar 39'/8"x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified
weight: 97 lbs. Grade G,Type I Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic Premium GMS 39'/8"x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified
CoolStar weight:103 lbs. Grade G, Type 11 Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application. Covered with reflective
CoolStar Coating.
Flintlastic FR-P CoolStar 39 3/8" x 32' 10";Roll ASTM D 6164, Fire resistant, granule surfaced SBS
weight: 103 lbs. Grade G, Type 1 Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating.
Flintlastic Premium FR-P 39 3/8"x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS
CoolStar weight: 103 lbs. Grade G, Type lI Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Covered with reflective CoolStar
Coating.
Flintlastic Ultra Poly SMS 39 3/8"x 32' 10';Roll ASTM D 6164, Smooth surfaced SBS Modified
Base Sheet weight: 90 lbs. (1 Grade S, Type I Bitumen Membrane with non-woven
squares) polyester mat reinforcement for mop
applications.
Glasbase Base Sheet 36" x 98' 9"; Roll ASTM D 4601, Type Asphalt coated, fiberglass base sheet.
weight: 75 lbs. II,
(3 squares) UL Type G2
NOA No.: 14-0529.02
MCII•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 4 of 42
3
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Flintlastic Poly SMS Base 39'/8"x 64'3";Roll ASTM D 4601, Modified Bitumen coated polyester
Sheet weight: 90 lbs. Grade S, Type II base sheet.
(2 squares) UL Type G2
Yosemite Venting Base Sheet 39'/8"x 32'1.0";Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced
weight: 85 lbs. ASTM D 4897, Type buffer sheet.
(1 square) II
UL Type G3
Flintlastic APP Base T 39'/8"x 65' 4";Roll ASTM D 6509 Modified Bitumen coated fiberglass
weight: 100 lbs. base sheet.
(2 squares)
Flintlastic Ultra Glass SA 39'/8"x 33'11";Roll ASTM D 1970 Self-adhering,fiberglass reinforced,
weight: 73 lbs. SBS modified bitumen base/ply sheet.
(l square)
Black DiamondTM Base Sheet 36" x 687"; Roll ASTM D 1970 Self-adhering fiberglass reinforced
weight: 78 lbs. modified bitumen base sheet
(2 squares)
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corporation
FlintBoai4 ISO Polyisocyanurate foam insulation CertainTeed Corp.
ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp.
High Density Wood Fiberboard Wood fiber insulation board Generic
Pei-lite Insulation Pei-lite insulation board Generic
DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC
H-Shield Polyisocyanurate foam insulation Hunter Panels LLC
ENRGY 3 Polyisocyanurate foam insulation Johns Manville Corp.
ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp.
Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating, LLC
SECUROCK Gypsum-Fiber Roof Board homogenous fiber reinforced USG Corp.
NOA No.: 14-0529.02
QADI•DE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 5 of 42
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Trufast#12 DP Fastener Insulation fastener for wood various Altenloh, Brinch &Co.U.S.,
and steel decks Inc.
2. Trufast 3"Metal Galvalume steel plate 3" round Altenloh,Brinch &Co.U.S.,
Insulation Plate Inc.
3. FlintFast#12 Coated, carbon steel screw various CertainTeed Corp.
4. FlintFast 3"Insulation Galvalume AZ50 steel plate 3"round CertainTeed Corp.
Plate
5. FlintFast#14 Insulation fastener for wood various CertainTeed Corp.
and steel decks
6. Simplex MAXX Cap Polymer fastner 1" long Simplex Nails,Inc.
7. OMG#12 Standard Insulation fastener for wood various OMG,Inc.
Roofgrip and steel.
8. OMG 3"Galvanized Steel Galvalume stress plate 3"round OMG,Inc.
Plates
9. Trufast#14 HD Fastener Insulation fastener for wood various Altenloh,Brinch &Co.U.S.,
and steel decks Inc.
10. OMG Heavy Duty Insulation and membrane Various OMG, Inc.
fastener
11. OMG 3 in. Round Metal Galvalume AZ50 steel plate 3" round OMG, Inc.
Plates
12. AccutTrac Hextra Carbon steel fastener Various OMG,Inc.
13. AccuTrac Plates Galvalume stress plate. 3"square OMG, Inc.
14. AccuTrac Flat Bottom A2-SS aluminized steel plate 3" square OMG, Inc.
Plates
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 6 of 42
APPROVED SURFACING/COATING OPTIONS:
TABLE 4
Chosen components must be applied according to manufacturer's application instructions.Any coating,listed
below,used as a surfacing,must be listed within a current NOA.
System Number Manufacturer Application
1. Generic Gravel applied at 400 lbs/sq.,adhered with flood coat of asphalt at
60 lbs/sq.
2. Generic Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60
lbs/sq.
3. Karnak Corp. Karnak(497 AF)Fibrated Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
4. CertainTeed Corp. FlintCoat A-150 applied at an application rate of 1.5 gal/sq.
5. Gardner Asphalt Corp. APOC#212 Fibered Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
6. Gardner Asphalt Corp. APOC#400 Sunbrite applied at an application rate of 3 gal./sq.
NOA No.: 14-0529.02
IIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 7 of 42
EVIDENCE SUBMITTED:
Test Agency/Identifier Name Report Date
Factory Mutual Research Corp. FM 4470 3Y8A].AM 03/23/96
FM 4470 OD3A3.AM 04/04/97
FM 4470 2DOAO.AM 12/23/98
FM 4470 1 D7A4.AM 11/09/98
FM 4470 3039046 06/15/10
FM 4470 3048520 09/19/13
Underwriters Laboratories,Inc. UL 790 R11656 01/11/13
United States Testing Company ASTM D 5147 97457-4 06/03/88
ASTM D 5147 97-457-2R 12/02/87
Momentum Technologies,Inc. ASTM D 4601 AX31 G8D 09/05/08
ASTM D6164 AX3 I G8F 06/05/09
ASTM D6222 AX3 I G8G 06/05/09
ASTM D 3909/D 4897 AX3 I G8C 09/05/08
TrinityjERD TAS 114(J) 3504.06.01-1 06/05/01
TAS 114(J) 3507.08.99-1 04/18/01
TAS 117(B) 3503.10.06 10/10/06
TAS 117 (B) 06490.04.07-R1 06/27/07
TAS 114(H) Letter 04/05/06
TAS 114 3533.01.06 01/06/06
TAS 114 3521.07.04 07/29/04
TAS 117 (B)/ASTM D 6862 C8500SC.11.07 11/30/07
TAS 114 C8370.08.08 08/19/08
ASTM Physical Properties C10080.09.08-R4 03/25/10
ASTM D6164/D4798 C31410.01.11-2 01/10/11
ASTM D4601 C40050.09.12-1 09/28/12
ASTM D 1970 C40050.09.12-2 09/28/12
ASTM D5147/D4798 C31410.10.10-111 11/01/12
ASTM D5147/D4798 031410.01.1 1-1-R 1 11/01/12
ASTM D1876 C35460.05.11 06/16/11
ASTM D1876,TAS 114(H), C42110.08.12 08/13/12
TAS 117 (B)
FM 4474/TAS 114. C39670.08.12 08/20/12
TAS 117B C35500.02.1 I 02/09/11
ASTM D4798 C31410.01.l l-2A-R 1 02/21/13
ASTM D4798 C31410.12.13 12/05/13
ASTM D6222 C40050.12.13-R] 12/31/13
TAS 117,TAS 114 C30310.12.09-R1 03/07/14
ASTM Dl 876,TAS 1 14(H), C45620.03.14 03/27/14
FM 4474
ASTM D 1876,TAS 114(H), C47320.03.14-R] 04/01/15
FM 4474
PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08
Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11
ASTM D6222 CTC-070-02-01 08/09/11
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
,..., , Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 8 of 42
EVIDENCE SUBMITTED:
Test Aeency/Idcntifier Name Report Date
ASTM D6164/D4798 CTC-093-02-01 08/09/11
ASTM D2178 CTC-122-02-01 03/13/12
ASTM D2178 CTC-123-02-01 03/13/12
ASTM D4601 CTC-127-02-01 03/13/12
ASTM D6163 CTC-128-02-01 06/11/12
ASTM D6163 CTC-129-02-01 06/11/12
ASTM D6164 CTC-132-02-01 06/11/12
ASTM D6164 CTC-162-02-01 05/09/13
ASTM D6164 CTC-161-02-01 05/09/13
ASTM D6162 CTC-183-02-01 10/02/13
ASTM D6164 CTC-190-02-01 12/02/13
ASTM D1970 CTC-199-02-01 01/22/14
NOA No.: 14-0529.02
MIAMI•DADE C
...�
-:3= Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 9 of 42
- — — ------— ------- ------
Membrane Type: APP Modified
Deck Type 11: Wood,Non-Insulated
Deck Description: 1932" or greater plywood or wood plank
System Type E(3): Base sheet mechanically fastened.
All General and System Limitations apply•
Base Sheet: One ply of All Weather/Empire Base Sheet,Yosemite Venting Base Sheet,Flexiglas Base
Sheet, Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base
Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below.
Fastening: Base sheet shall be lapped 4" and fastened with 1 I ga. annular ring shank nails and approved tin
caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c.
Ply Sheet: One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase
(Optional) Base Sheet, Flexiglas Base Sheet,Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one
nji-) or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in
a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self-adhered or Flintlastic
STA or Flintlastic APP Base T torch adhered.
Membrane: Flintlastic GTA,�Flintlastic GTA CoolStar,Flintlastic GTA-FR or Flintlastic GTA-FR CoolStar
tore i a sere to base/ply sheet.
Surfacing: Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design -52.5 psf. (See General Limitation #7)
Pressure:
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
,..., , Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 23 of 42
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a frill mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ib£,as
tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested,are below
275 Ibf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than that required,as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 1 17.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA,General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile,and/or flashing termination designs shall conform to
Roofing Application Standard RAS 11 1 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,
perimeters, and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0529.02
MIAMI•DADE COUNTY
Expiration Date: 06/19/18
Approval Date: 09/24/15
Page 42 of 42
i r
__Florida_Building_Code__Online______ ge_l_of 2_
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fi0rida DeNrtrr,entt� SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
BusinesO@USER:
product Approval
Professi rral Public User
Regulation __-- J
Product Approval Menu>Product or Application Search>Application List>Application Detail C/"' �,^ G /( J7'l
FFI =g' I•- ,�:{*: FL# FL11602-R3
Application Type Revision i ( �\ U (��
Code Version ' 2014
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap,Inc.
Address/Phone/Email 32923 Mission Way
Mission,NON-US 00000
(551)574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission,NON-US 00000
(778)945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 11/19/2016
Validated By John W.Knezevich,PE
-/l Validation Checklist-Hardcopy Received
Certificate of Independence FL11602 R3 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1507.2.3
1507.2.4
1507.2.8
1507.2.9.2
1507.3.3
1507.4.5.1
littp://www.Iloridabui lding.org/pr/pr_app_dtl.aspx?l)arani=wG.EVXQwtDgsQFc5 K%2 fFr... 1/18/2016
, r
- Florida-Building__Code_Online ____ _ __ -___ _____ _ ____ _ Page-2-of-2-------
1507,4.5.2
1507.5.3
1507.7.3
1507.8.3
1507.9.3
1523.6.5.2.1
Product Approval Method Method 2 Option B
Date Submitted 05/01/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11602 R3 II 2015 05 FINAL ER INTERWRAP FL11602-
Approved for use outside HVHZ:Yes R3.Ddf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to Evaluation Reports
use of a specific underlayment system beneath foam-on tile FL11602 R3 AE 2015 05 FINAL ER INTERWRAP FL11602-
sytsems.Refer to ER Section 5.6.3 for details.2.)Refer to R3.0f
ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes
Back Nezt
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1874
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
RE M
secu ri tv.m F-rlu cs
littp://www.floridabLiilding.org/pr/pr app dtl.aspx?param=wGCVXQwtDgsQFc5K%2fTr... 1/18/2016
r r
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
PTRINITY 353 CHRISTIAN STREET, UNIT k13
ERD OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION!REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R3
32923 Mission Way FL11602-113
Mission,BC V2V-6E4 Date of Issuance:11/03/2008
Canada Revision 3:05/01/2015
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 5th Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: Titanium'" Roof Underlayments
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 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 IERD 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)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 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 Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
1
• 1LU�
Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Nieminen,
ry� �i+ 1 LQ,ss`��. P.E.on 05/01/2015.This does not serve as an electronically signed
r,^"
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity)ERD 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 I 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 TrinitylERD 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.
TRINITY�ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium'" Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006
T1507.8,1507.8.3,1507.9.3 Loss on Heating
1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009
1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance
1507.5.3.2,1507.7.3,1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008
ITS(TST1509) Physical Properties 3146738COQ-003B 03/28/2008
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Titanium'" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer-
coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square.
4.2 ech1 Fastened Underla ments:
4.2.1 Titanium'" UDL-25 s a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coa Ing. Unit weight 2.5 lbs/square.
4.2.2 Titanium" UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.3 Titanium" UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs/square.
4.2.4 Titanium" UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs/square.
4.2.5 Titanium" UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square
4.2.6 Titanium'" UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 2 of 6
TRINITY ERD
5. LIMITATIONS:
5.1 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 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 report;refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.4 Titanium'"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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
Table 1: Roof Cover Options
Asphalt Wood Shakes&
Underlayment Shingles Nail-On Tile Foam-On Tile Metal Shingles Slate
Yes
PSU-30 Yes Yes Yes Yes Yes
(Sec 5.5.1)
UDL-25 Yes No No Yes Yes Yes
Yes Yes
UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes
ply system) ply system)
Yes Yes
UDL-30 Yes (base layer In 2- (base layer in 2: Yes Yes Yes
ply system) ply system)
UDL-50 Yes No No Yes Yes Yes
UDL-TT Yes No No Yes Yes Yes
UDL-TF Yes No No Yes Yes Yes
UDL-TTMC300 Yes No No Yes Yes Yes
Private Labeled
5.5.1 "Foam-On Tile"is limited to use of 3M'"2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow TILE.BOND""Roof Tile
Adhesive (FL717) applications unless tensile adhesion /long term aging data from an accredited testing laboratory is
provided.
5.6 Allowable Substrates:Titanium PSU-30:
5.6.1 Direct-Bond to Deck:
Y New untreated plywood;
Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
Y ASTM D226,Type I or II felt.
> Titanium UDL-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted).
5.6.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012(04-12)does not address
wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part
of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed 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 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 2012(04-12),Appendix A,Table 1A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure=-45 Psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Titanium PSU-30,self-adhered
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 3 of 6
TfIRINI-ryERD
5.6.3.2 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.3 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.4 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.5 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(printed side up)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.6 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A,
Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3
enhancements
5.7 Exposure Limitations:
Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 90-days.
UDL-TTMC300 not be left exposed for longer than 180-days.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 4 of 6
l-RINITf ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation 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 nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Titanium"UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300:
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type
I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of UDL-50,UDL-TT,UDL-TF and(Private Labeled) UDL-TTMC300 is limited to ring shank roofing
nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps;
screws and plates;or plastic cap staples.
6.3.3 Slopes of 4:12 or greater:
End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c.vertically and 24-inches o.c. horizontally in accordance with the surface
markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment,
the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the
starter,completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side
(horizontal)laps,resulting in a double-layer application.
6.4 Titanium'"PSU-30:
6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re-roll with the release film side out.
Membrane Application:
Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed
side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into
place.
> Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner.
> End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches.
> If the membrane becomes misaligned,cut the roll and re-start.
Y Upon completion,inspect the membrane and repair any defects or fish-mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
6.4.3 Direct-to-Deck with Adhesive-Set Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorizotion#9503 FL11602-113
Revision 3:05/01/2015
Page 5 of 6