HomeMy WebLinkAboutProduct Approval A
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NIIANMI-DADE COUNTY
MIAMI-DADE,' .j PRODUCT CONTROL SECTION
I' 11805 SW 26 Street- Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2,174
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)315-2599
NOTICE OF ACCEPTANCE (NOA)
GAF
1 Campus Drive
Parsippany,NJ 07054
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 - I'r•oduct Control Section to be
used in Miami Dade County and other areas where allowed by the Authority I-laving.lurisdiction (A1-1.1).
This NOA shall not be valid after the expiration date slated below. The Mianli-Dade County Product Control
Section (In Miami Dade County) and/or the Al-IJ (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 flails to perform in
the accepted manner, the nlalllllaCtlll-Cl- Will incur the expense of such testing and the AI-1J nlay 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 01-
material
rmaterial 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 1-ligh Velocity Hurricane Zone of the Florida Building Code.
I)rSCRII'TiON:�GFxTiiUcrline HD Timberline Natural Shadow",and Timberline American Harvest
Shil►gles
LABELING: Each lllllt Shall bear a permanent label With the Illanufaclllrer's name or logo, city,stale and fallowing
statement: "Miami-Dade County Produce Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been (-tied and there has been no cllam,e
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 nlanult,cture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales,advertising orally 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 Colmty, 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 13-0419.04 and consists of pages I through G.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 14-1022.20
MIAMIDADECOUNTY / I Expiration Date: 02/21/17
' (I Approval Date: 02/05/15
Page I of 6
ROOFING ASSEMBLY APPROVAL
Catcp'ory: Roof i n5
Sub-Catej!ory: Asphalt Shingles
Materials: Lam inatc
Deck Type: Wood
SCOPE
This approves GAF Timberline I-ID"",Timbcrline Natural Shadow"',and Timberline American Harvest°"
Shingles as manufactured by GAF as described in Section '-, of this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
rG,WU7 jirli` liiic`II e'"' 13 /,L.x 39;/s TAS 1 I 0 Fiberglass reinforced heavy weight asphalt
Mum{fcrcluring roof shingle, with a laminate profile
Locations#1,2,3,4,5,6,7
GAF Timberline Natural 13 /.I 39 TAS 110 Fiberglass reinforced heavy weight asphalt
Shadow"' roof shingle, with a laminate profile
1ldcu7afactu ring
Locations#l,2,3,4,5,6,7
GAF Timberline American 13 I/.I x 39'/K TAS 1 10 Fiberglass reinforced heavy weight asphalt
HarvesC roof shingle,with a laminate profile
A9anngfaefuring
Loccuions#2,4,5,6
MANUFACTURING LOCATION
1. Tampa, FL
2. Michigan City, IN
3. Baltimore, MD
4. Myerstown, PA
5. Ennis,"fX
6. Tuscaloosa, Al-
7.
L7. Dallas,TX
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 2of6
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories, inc. ASTM D3462 I ICA48924 10/24/11
Underwriters Laboratorics, Inc ASTM D3462 IOCA21994 04/22/11
Underwriters Laboratories, Inc ASTM D3462 IOCA28717 07/26/11
Underwriters Laboratories, Inc. ASTM D3462 05CA47541 11/10/06
Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-101-02-02 11/02/05
Underwriters Laboratories, Inc. ASTM D3462 06NKOS 159 08/09/06
PRI Asphalt Technologies, Inc. ASTM D3462 GAF-098-02-02 11/08/05
Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02
Underwriters Laboratories, Inc. ASTM D3462 03NK26444 10/17/03
Center for Applied Engineering ASTM D3462 257989 05/13/97
Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94
Underwriters Laboratories, file. TAS 107 06NK05159 08/09/06
Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04
Underwriters Laboratories, Inc. rAS 107 05CA42840 1 1/1 1105
Underwriters Laboratories, Inc. TAS 107 02NK4181 1 1 1/1 1/02
Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03
Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04
Center I'or Applied Engineering TAS 100 257989 04!01197
PRI Asphalt Technologies, Inc. TAS 106 GAF-044-02-01 01/13/04
PRI Asphalt Technologies, Inc. TAS 100 GAF-098-02-01 11/08/05
PRI Asphalt Technologies, Inc. TAS 100 GAF-101-02-01 11/09/05
PRI Asphalt Technologies, Inc. TAS 100 GAF-I 16-02-02 03/23/06
PRI Asphalt Technologies, Inc. '!'AS-100 ELK-083-02-01 10/16/02
ELK-084-02-01 10/15102
ELK-085-02-01 10/14/02
ELK-086-02-01 10/24/02
ELK-087-02-01 10/21/02
ELK-088-02-01 10/16/02
ELK-107-02-01 10/09/03
ELK-108-02-01 10/09/03
ELK-109-02-01 10/09/03
LIMITATIONS
f. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory 1161-
fire
orfire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
MIAMI•DADE COUNTY
NOA No.: 14-1022.20
+ Expiration Date: 02/21/17
Approval Date: 02/05/15
Page 3 of 6
INSTALLATION
1. Shingles shall be installed in compliance with Rooting Application Standard RAS 115.
2. Flashing shall be in accordance with Rooting Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail'B', attached.
LABELING
Shingles shall bear the imprint or identifiable marking of' the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
MIAMI DADS COUNTY
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Date: 02/21/17
F-11••• Approval Date: 02/05/15
Page 4 of 6
DETAIL A
COURSE LAYOUT
DECK
FULL
5th
17"OFF 4th
11" OFF 3rd
6" OFF 2nd
FULL I st
O=UNTY
KMIAMI-DADE'C , W NOA No.: 14-1022.20
Expiration Date: 02/21/17
Approval Date: 02105/15
Page 5 of*6
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/8"
Orn)
�— 14-1/2"-17-1/2" 14-1/2"-17-112"
(368-445mm) (368-445mm) ail guide line
6-1/2"-9-112" {�— 6-1/2"-9-1/2" 5-3/4"-6-1/4"
13,-,,1 /4" (165-241mm) I 1165-241mm1
, _S �- �— (146mm-159mm)
( n,) $
from bottom of shingle
nM•a4
Self seal
adhesive
on back
ENHANCED NAILING PATTERN - six nails per shingle*
required by some local codes and required for enhanced wind coverage on certain products.
See limited warranty for details.
These shingles MUST be nailed a nominal 6" (152mm)from bottom of
of shingle, above the cut outs, as shown. Nails must not be exposed.
END OF THIS ACCEPTANCE
NOA No.: 14-1022.20
MIAMI•DADECOUNTY Expiration Dale: 02/21/17
Approval Date: 02/05/15
Page 6of6
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hcrida DcNnrrent� SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Busines )
II i :C:i Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL11602-R3
Application Type Revision f C6 t LC ;rte`
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
Vi 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
�i Validation Checklist-Hardcopy Received
Certificate of Independence FL11602 R3 COI 2015 01 COI Nieminen.odf
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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTr... 1/18/2016
Florida-Building_Code_Online_-__ - — -age-2-of 2
1
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 [I 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.Ddf
ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street,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:
® xLhed im
sccu rltyN lTlU c.,'
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGFVXQwtDgsQFc5K%2fTr... 1/18/2016
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET, UNIT N13
QOTRINITYERD 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 61(320-3 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 "TrinitylERD 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:
•�No-3?4?.6• �i
.xJ
•%orF'rr^^,e r: The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. tJ.�^Va`Q,s�.C, P,E.on05/01/7015.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. 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 Trinity IERD 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.
3
QIO
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-0038 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 echanicall 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-T7MC300 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 I ERD
5. LIMITATIONS:
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 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
PSU-30 Yes Yes Yes Yes Yes Yes
(See 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 31VI'"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:
D New untreated plywood;
Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
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,U.C. Evaluation Report 111980.11.08-R3
Certificate oJAutharization#9503 FL11602-R3
Revision 3:05/01/2015
Page 3 of 6
TRINITY I ERD
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
rTRINrry I 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 ASTIvI 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:
D 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.
D 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 Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 5 of 6
l-R9NIW I ERD
6.5 Titanium 2-Ply System:
6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through
6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12)Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing,refer to Interwrap published installation instructions, but not less than FRSA/TRI
April 2012(04-12),Table 1.
For adhesive-set tile roofing,refer to Section 5.6.3 herein.
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.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 6 of 6
Stinger_world-1 T-he_leader-in-cap-systems_tecluiolog-y
�r
C STIYGER NEWS?
J,�.�. Gc•i 5'CCii.:EH.V�vs and Upda::LL:
HAMMER TACKERS>CAP HAMMERS>CAP STAPLERS>CAP NAILERS>CAP FASTENERS>ROOFING NAILS
Cap fasteners are a recommended BEST PRACTICE installation by housewrap
+T and roofing underlayment manufacturers like DuPont, Typar, Grace, and
Titanium. Why?Because caps help seal out moisture that can penetrate sidewalI
�\ and roofing fabrics. Caps provide better holding power than a nail or staple
alone and that means reduced blow-offs and lateral slippage! It also means
fewer fasteners are needed to get the job done.
..................._... ...................................................... . ._
'^71 3/8"StaplePac for use with STINGER CH38 and CH38A Cap Hammers only
—l3iln w,t Each 2016 count STINGER 3/8"StaplePac includes 12-168 count reels of full 1"plastic
(fes collated caps and 24-84 count strips of All 3/8"staples
�tlnden?? Each StaplePac will cover approximately 25 square
518"Pneumatic StaplePac for use with STINGER CS58 Cap Stapler only
• Each 2000 count STINGER 5/8"StaplePac includes 10-200 count plastic collated caps
and 20-100 count strips of 5/8"staples
• Each StaplePac will cover approximately 25 square
7/8",1-1/4"&1-1/2"Pneumatic StaplePac for use with STINGER CS150 Cap
'^~M� Stapler&Crossfire Cap Stapler only
��`y1��97IIIC8R
' Su formerly Crossfire StaplePac
FIBER—,rAvailable in 7/8",1-1/4"and 1-1/2"
p sw!!rai�871t1t
Each 2000 count STINGER StaplePac includes 10—200 count reels of full t"plastic
collated caps and 20—100 count strips staples
• Each StaplePac will cover approximately 25 square
..STINGER NFiLPAC....,,..,......,.,.....,......................,... ..,.,........,.,.........,..,,.....„ ,.,.......................... .......
1”Pneumatic NailPac for use with STINGER CN100 only
Each 2000 count STINGER 1" NailPac includes 10- 200 count reels of full 1"plastic
z---tea'/,•t collated caps and 10-200 count coils of wire collated,1"electro•gaivanlzed ring shank
snncep.' ? nails
. Each NailPac will cover approximately 25 square
oes Here
Plasti-TopO and Round-TopO ProPacs for use with Hitachi NV50AP3 and Plasti-
Tacker Plus®Cap Nailers only(Plasti-Tacker Pro"" for use with Plastic NailPac
and ProPac only)
__ • Available in 7/e",1-1/4"and 2"lengths
,�,1a^t f • Each 2800 count NailPac or ProPac includes 8—350 count reels of collated caps and 8—
���'"""•^ 350 count coils of wire collated,electro-galvanized ring shank nails
? j
60,
• Each NailPac or ProPac will cover approximately 35 square
1-1/4"NailPac or RolPac for use with STINGER RT2 or RT3 Cap Nailers only
• Each 3000 count NailPac includes 2—1500 count reels of I"collated steel caps and
2-1500 count coils of wire collated,electro-galvanized ring shank nails
http://www.stingerworld.con-I/fasteners.asp 1/18/2016