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1
FL# FL11602-113
Application Type Revision f 4 �'�•
Code Version 2014 I
Application Status Approved
Comments
Archived 17� I ��
Product Manufacturer InterWrap,Inc. APR 0 8 2016
Address/Phone/Email 32923 Mission Way
Mission,NON-US 00000 PERMITTING
(551)574-2939 St. Lucie County, FL
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
0 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
0 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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5 KD/o2ff r... 1/18/2016
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.pd
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.rid
ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes
Baric Next
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:
am M HE M
sccurimmmuc's
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5 K%2f Tr... 1/18/2016
EXTERIOR RESEARCH 8,DESIGN,LLC.
Certificate of Authorization 119503
353 CHRISTIAN STREET, UNIT#13
TRINITY I 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 Underlayment5
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)ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report isdisplayed,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:
The facsimge seal appearing was authorized by Robert Nieminen,
Robert J.M. Nieminen P.E. '�.,ss "`"'''4''
, al`ssas•• P.E.on 05101/2035.This does not serve as an electronically signed
u.
Florida Registration No.59166 Florida DCAANE1983 ��""'""" document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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.
TRINITYIERD
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:
taiint 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 Underlavments:
4.1.1 TitaniumTM 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 Mechanically Fastened Underlavments:
4.2.1 Titanium— UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. 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 TitaniumTM 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 TitaniumTM 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 F1.11602-113
Revision 3:05/01/2015
Page 2 of 6
OTPuNl-ff IER
S. 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
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles Shingles
Yes
PSU-30 Yes Yes (see 5.5.1) Yes Yes Yes
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:
➢ New untreated plywood;
➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
D 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 undedayment 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,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 FL11602-113
Revision 3:05/01/2015
Page 3 of 6
QOTRINIIYIERD
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
TRINITY"J 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).
663 TitanlumTM UDL-25,UDL-25 PLUS,UDL-30,UDC-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 W26,Type
I and It 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-TI-,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 flinches.
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.
6.44 TitaniumTM 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.
➢ Upon completion,inspect the membrane and repair any defects or fish-mouths.
The use of sealant or mastic at the 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 alt the roofing installations. Contact Interwrap
for approved sealant or mastic types.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization Moll FL11602-R3
Revision 3:05/01/2015
Page 5 of 6
��TRINI-ffIERD
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.
S. 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,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 F1.11602-113
Revision 3:05/01/2015
Page 6 of 6
Stingerworld The leader in cap systems technology Page I of 3
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HAMMER TACKERS>CAP HAMMERS>CAP STAPLERS>CAP NAILERS>CAP FASTENERS>ROOFING NAILS
I 4wi— Cap fasteners are a recommended BEST PRACTICE installation by housewrap
and roofing underlayment manufacturers like DuPont, Typar, Grace, and
Titanium. Why?Because caps help sea[out moisture that can penetrate sidewall
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.
...........................................................................................................................................................................................................................................................................
3/8"StaplePac for use with STINGER CH38 and CH38A Cap Hammers only
416' e.. Each 2016 count STINGER 3/8"StaplePac includes 12-168 count reels of full V plastic
collated caps and 24-84 count strips of All 3/8"staples
Each StaplePac Will cover approximately 25 square
Ul"
5/8"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
718",1-114"&1-112"Pneumatic StaplePac for use with STINGER CS 150 Cap
Stapler&Crossfire Cap Stapler only
Ilit"
formerly Crossfire StaplePac
Available in 718",1-1/4"and 1-1/2"
Each 2000 count STINGER StaplePac:includes 10-200 count reels of full 1"plastic
collated caps and 20-100 count strips staples
•V
Each StaplePac will cover approximately 25 square
STINGER NAILPAC
V Pneumatic NailPac for use with STINGER CN100 only
Each 2000 count STINGER I"NailPac includes 10- 200 count reels of full 1"plastic
collated caps and 10-200 count coils of wire collated,I"electro-galvanized ring shank
nails
. .... .... ...
•
Each NailPac will cover approximately 25 square
oes Here
Plasti-Top@ and Round-Top(D 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 7/8",1-1/4"and 2"lengths
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
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.com/fasteners.asp 1/18/2016
Florida Building Code Online Page I of 3
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ate.
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...91 Product App
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Regulation
--TM I'M RM III T-M 11 Product Approval Menu>Product or Application Search>Application Lis >Application Detail
FL FL11651-R2
(-q Lj
HIM Application Type Revision
Code Version 2014 L
Application Status Approved 6 .0as
Comments Q('b
Archived
Product Manufacturer Gulf Coast Supply&Manufacturing,LLC.
Address/Phone/Email 4020 S.W.449th Street
Horseshoe Beach,FL 32648
(352)498-7852
ray@gulfcoastsupply.com R E C,EF &Z
Authorized Signature Ray Bowen
ray@gulfcoastsupply.com APR 0 8 2016
PERMP7ING
Technical Representative St. Lucie County, FL
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
:71 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Daniel S.Kuhn
Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
q. Validation Checklist-Hardcopy Received
Certificate of Independence FL1 1651 R2 COT Cert of Ind Kuhn Enq.r)d
FL1 1651 R2 COI Letter of Name change.odf
Referenced Standard and Year(of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Florida Building Code Online Page 2 of 3
Product Approval Method Method I Option D
Date Submitted 07/01/2015
Date Validated 07/10/2015
Date Pending FBC Approval 07/18/2015
Date Approved 08/1812015
Summary of Products
Go to Page Page 2 2
FL# Model,Number or Name Description
11651.21 126 Ga.GulfRib 26 Ga.GulfRib over 1x4 Wood Purlins;over 15132"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ.No FL11651 R2 11 21 R2 26GulfRib 1x4 15-32Plywood NonHVHZ.pdf
Approved for use outside HVHZ:Yes FL11651 R2 11 21 R2 Metal Roof Panel Detail.pdf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-164.2PSF Created by Independent Third Party:Yes
Other:-109.25 psf @ 24"o.c.fastener spacing. Evaluation Reports
-164.25 psf @ 12"fastener spacing.Install per Fl-11651 R2 AE 21 R2 26GulfRib 1x4 15-32PIvwood, NonHVI-jZ,I)df
manufacturer's details.Not for use in HVHZ Created by Independent Third Party:Yes
Zones 1
11651.22 126 Ga.GulfRib 26 Ga.GulfRib over 15132"Plywood
Limits of Use * Installation InstructionsApproved for use in HVHZ.No FL11651 R2 11 14FL11651 22 R2 26GulfRib 15-
Approved for use outside HVHZ:Yes 32P[vwood NonHVHZ.i)df
Impact Resistant:N/A FL11651 R2 11 22 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-159.2PSF Verified By: Dan Kuhn,P.E.75519
Other--69.25 psf @ 24"o.c.fastener spacing. Created by Independent Third Party:Yes
-159.25 psf @ 12"fastener spacing.Install per Evaluation Reports
manufacturer's details. Not for use in HVHZ FL11651 R2 AE 14FL11651 22 R2 26GulfRib 15-
Zones 32PIvwood NonHVHZ.12d
Created by Independent Third Party:Yes
11651.23. J26 Ga.GulfRib 26 Ga.GulfRib over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 11 23 RZ 26GulfRib 15-32PIvwood HVHZ.pd
Approved for use outside HVHZ-Yes FL11651 R2 11 23 R2 Metal Roof Panel Detail.pdf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-159.2PSF Created by Independent Third Party:Yes
Other:-71.75 psf @ 24"o.c.fastener spacing. Evaluation Reports
-159.25 psf @ 12"fastener spacing.Install per FL11651 R2 AE 23 R2 26GulfRib 15-32Plywood HVHZ.r)d
manufacturer's details.For use in HVHZ Zones Created by Independent Third Party:Yes
11651.24 —[26 Ga.GuIfFVib 26 Ga.GulfRib over 10 Wood Purlins over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 11 24 R2 26GulfRib Ix4 15-32Plywood HVHZ-pd
Approved for use outside HVHZ:Yes FL11651 R2 11 24 R2 Metal Roof Panel Detail-ndf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure: +N/A/-164.2PSF Created by Independent Third Party:Yes
Other:-106.75 psf @ 24*o.c.fastener spacing. Evaluation Reports
-164.25 psf @ 12"fastener spacing.Install per FL11651 R2 AE .24 R2 26GulfRib 1x4 15-32Plywood LiVHZ.pd
manufacturer's details.For use in HVHZ Zones Created by Independent Third Party:Yes
11651.25 129 Ga.GulfRib — 29 Ga.GulfRib over 1x4 Wood Purlins over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R2 11 25 R2 29GulfRib Ix4 15-32PIvwood NonHVHZ.pd
Approved for use outside HVHZ:Yes FL11651 R2 11 25 R2 Metal Roof Panel Detall.pdf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure.+N/A/-123.SPSF Created by Independent Third Party:Yes
Other:-76.75 psf @ 24"o.c.fastener spacing. Evaluation Reports
-123.5 psf @ 24"fastener spacing.Install per FL11651 R2 AE 25 R2 29GulfRib 1x4 15-32Plywood NonHVHZ.Ddf
manufacturer's details.Not for use in HVHZ Created by Independent Third Party:Yes
Zones
11651.26 29 Ga.GulfRib 29 Ga.GulffCib over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R2 11 26 R2 29GulfRib 15-32PIywood NonHVHZ.pd
Approved for use outside HVHZ:Yes FL11651 R2 11 26 R2 Metal Roof Panel Detail.odf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Florida Building Code Online PaLge 3 of 3
Design Pressure:+N/A/-146.OPSF Created by Independent Third Party: Yes
Other:-71.75 psf'@ 24"o.c.fastener spacing. Evaluation Reports
-146.0 psf @ 12"fastener spacing.Install per FL11651 R2 AE 26 R2 29GulfRib 15-32PIywood NonHVHZ.I> df
manufacturer's details.Not for use in HVHZ Created by independent Third Party: Yes
Zones
11651.27 29 Ga.GulfRib 29 Ga.GulfRib over 1x4 Wood Purlins;over 7/16"O.S.B.
Limits of Use installation Instructions
Approved for use in HVHZ:No FL11651 R2 11 14FL116SI 27 R2 29GulfRib 1x4, NonHVHZ.EI:)dfl
Approved for use outside HVHZ:Yes FL11651 R2 Il 27 R2 Metal Roof Panel Detail.odf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure. +NjA/-101.0PSF Created by Independent Third Party: Yes
Other:-101.0-psf @ 24"D.C.fastener spacing. Evaluation Reports
Install per manufacturer's details.Not for use in FL11651 R2 AE 14FL11651 27 R2 29GulfRib 1x4 NonHVHZ pdf
HVHZ Zones Created by Independent Third Party:Yes
11651.28 279 Ga.GulfRib 29 Ga.GulfRib over 7/16'O.S.B.
Limits of Use Installation Instructions
Approved for use in HVHZ-.No FL11651 R2 11 14FLI 1651 28 R2 29GulfRib 7-160SB NonH VHZ'I)df
Approved for use outside HVHZ:Yes FL11651 R2 11 28 R2 Metal Roof Panel Detail NonHVHZ,pdf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure, +N/A/-116.OPSF Created by Independent Third Party:Yes
Other:-22.66 psf @ 24"D.C.fastener spacing. Evaluation Reports
-116.0 psf @ 6"fastener spacing.Install per FL11651 R2 AE 14FL11651 28 R2 29GulfRib 7-160SB Non HVHZ.r)d
manufacturer's details.Not for use in HVHZ Created by Independent Third Party:Yes
Zones
Go to Page Page 2 1 2 0 401
Back F-e—.—tl
Contact U :z.1240 North Monroe Street Tallahassee Fl.32394 pbling:850-487-1824
The State of Florida Is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Erlyacv Statement::Accessibility Statement Refund_stat qmeat
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response 0 a public-records request do not send
electronic malt to this entity.Instead,contact the office by phone or by traditional malt.If you have any questions,Please cont�aicr 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.it 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,FS.,please click heT_
Product Approval Accepts:
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SUPPLY & ygANU FACTURiNG
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Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. GulfRibTM Roof Panel over 15132"Plywood
Florida Product Approval #11651.22 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 `�•aPN1EL
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Engineer Evaluator: '"�.' O' 7551.9
Dan Kuhn, P.E. #75519 =� ' --- —��M
Florida Evaluation ANE ID: 10743 -� STATEOF01
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Validator: �',SjONAL ENG
Locke Bowden, P.E. #497014 �` "1� t ``'
9450 Alysbury Place o613o1&15
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 -- 5
FL# 11651.22 R2•JUNE 15,2015
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Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: GulfRibT"", ala" Rib Roof Panel, Minimum 26 Ga. Steel,36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal
A" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table "A"
Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-
2.5"6.5"-2.5-6.5"
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N�trr"pn u�r ��trxg _.axx �n17e :
Design Pressure includes a Safety Factor=2.0. .
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Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014;as relates to Rule 61 G2 CI-3.
Performance Standards:. The product described herein has demonstrated compliance with:
= UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04-Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/1897-98 Uplift Test
Force Engineering&Testing, Inc.(FBC Organization #TST 5328)
Report No. 117-0062T-07A, B, Dated 02/19/2007
2. Certificate of Independence
By Dan Kuhn, P.E.(FL# 75519)@ Kuhn Engineering, LLC
(FBC Organization#ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations, For
slopes less than 3:12, lap sealant must be used in the panel side laps,
installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
FL# 11651.22 R2•JUNE 15,2015
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SUPPLY & MANU FACTURING
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table,design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-1 O
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.22 R2•JUNE 15,2015
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ENGINEER LOAD TABLE:26 Ga.GulfRibTM Pane)over 15/32"Plywood
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120 130 140 150 160 170 180
WAND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
Z{} 81 9 S1G15' `"� t opd 4� , 2 TYYPE1 24 HE<( 2 TY 1i` TYP 1 �
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ZONE 2 #9-15X1.5" Plywood 24",TYPE 1 24".TYPE 1 24",TYPE 1 24'°,TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2
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1.)PANEL DESCRIPTION:GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:69.25 PSF @ 24"O.C. FASTENER SPACING TYPE i FASTENER PATTERN, 159.25
PSF'Q 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.75/32" THICK PLYWOOD MUST BI?DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014,
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12,LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0,6 PER FLORIDA BUILDING
CODE 2014
ZONE2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
,I ZONE 3 1 fi 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
-----. /a less than either 4 of the minimum width of the building or 3 feet.
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At Panel Lap
ZONE 1 �. ` / Com_Tape Seat for use on Stopes fess than 3:12
ti (1)#9.1S x 1-1/2'w/Sealer.Washer @ 24"O.C.Max.
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---------------------
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TYPE 2 FASTENER PATTERN
ZONE 2 GABLE ROOF la1 }-6.5"—{2.5° 6.5° 2.5°{—5.5"—,{2.5" 6.5" 2,5°
( !I !I
~ _ —RIDGE Cant.Tape Seat for use on Stopes less than 3:72
1 Z J = (1)#9-15 x 1-1/2'w/Sealer Washer Q 12'0.C.Max.
4---------------------- +
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ZONE 1 {
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FL#11651.22 R2•JUNE 15,2015
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TYPE 1 FASTENER PATTERN
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At Panel Lap
Cont.Tape Seat for use on Slopes less than 3:12
�-(1)#9-15 x 1-1/2w/Sealer Washer @ 24"O.G.Max.
TYPE 2 FASTENER PATTERN
' �6.5" 2.511
T—6.5" 2.511 6.511 2.511 6.5" 2.5"
Cont.Tape Seal for use on Slopes less than 3:12
�(1)#9-15 x 1-1/2"w/Sealer Washer @ 12"O.C.Max.
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