HomeMy WebLinkAboutProduct Approval Florida_Bui lding_Code_Online _ Page-1-of 2______
_ .,-�•- s — ten.
1\'!�"i Etd ttl s3 yh.„j�,4,�4• t?- '.?•
'; .. .,��i•�a � .4`4. FJIa{a: i.. "'L•:0�4.w�'.v'iSLV%S;futi�., � rr
Florida Department j SCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search
Businest(�)
Professi ri�alaProductUSER:PubliApproval
Regulation
Product Approval Menu>Product or Application Search>Application List>Appllcatlon Detail ��•� 1�t�^ �������C
1 �
< FL# FL11602-R3
Application Type Revision �
Code Version 2014 �7 I 1� (�4, ` 'eQ1
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
ill 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
c1l 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=wGEVXQwtDgsQFc5K%2f1'r... 1/18/2016
Florida-Building-Code-Online -age-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 li 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 the FL11602 R3 AE 2015 05 FINAL ER 1NTERWRAP FL11602-
sytsems.Refer to ER Section 5.6.3 for details.2.)Refer to R3.odf
ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes
Back 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:
W ®Ri M
securitv.m F-nucs
littp://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTr... 1/18/2016
r
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
�T RI VI 1 1 353 CHRISTIAN STREET, UNITQOERD OXFORD,CT 06478478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R3
32923 Mission Way F1.11602-113
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 5`h 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:
Ln
The facsimile seal
Rober
Robert J.M.Nieminen P.E. %F •. P.E. n051012015.pearino snotswas serve
an learn Nieminen,
� .'y,�%�V LF,s``�. P.E.on 05/01/2015.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. 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.
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 --Mechanically Fastened Underlayments:
4.2.1 Titan�Coa
DL-25 a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polyng. 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
i
TRINITY I ERD
S. LIMITATIONS:
5.1 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.
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
tUDL-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 BONDTM"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:
Y ASTM D226,Type I or II felt.
i 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 FL11602-113
Revision 3:05/01/2015
Page 3 of 6
TRINITY 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 WDl.
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 131980.11.08-R3
Certificate o(Authorization 119503 FL11602-R3
Revision 3:05/01/2015
Page 4 of 6
1
TRINITY 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 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:
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.
D 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.
Y 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,I.I.C. Evaluation Report 111980.11.08-R3
Certificate o/Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 5 of 6
TRINITY 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.
B. MANUFACTURING PLANTS:
Contact the named CIA agency for information on production locations covered by F.A.C.Rule 61G20-3 CIA 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-worldI The-leader_in-cap-systems_tecluiology P-age-1-of 3
(STINGER NEWS>
THE SYSTEM VMEO GALLERY PHOTO GALLERY R J V11
HAMMER TACKERS>CAP HAMMERS>CAP STAPLERS>CAP NAILERS>CAP FASTENERS>ROOFING NAILS
+ „ Cap fasteners are a recommended BEST PRACTICE installation by housewrap
and roofing underlayment manufacturers like DuPont, Typar, Grace, and
Titanium. Why?Because caps help seal 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.
..... ......... ........................................................................................................... . ................ ..................................................................................... .....................
t S IGER STAYIEPAC
3/8"StaplePac for use will,STINGER CH38 and CH38A Cap Hammers only
l9iltl�aep, Each 2016 count STINGER 3/8"StaplePac includes 12-168 count reels of full 1"plastic
moi ® collated caps and 24-84 count strips of All 3/8"staples
... na -
¢."`~�'�J, • Each StaplePac will cover approximately 25 square
„-- OTIrl
518"Pneumatic StaplePac for use with STINGER C558 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",1-114"&1.1/2"Pneumatic StaplePac for use with STINGER GS150 Cap
'•�� Stapler&Crossfire Cap Stapler only
n formerly Crossfire StaplePac
; y-npe�pp' � • Available in 7/8",1-1/4"and 1-1/2"
nN • Each 2000 count STINGER StaplePac includes 10-200 count reels of full 1"plastic
collated caps and 20-100 count strips staples
• Each StaplePac will cover approximately 25 square
..STINGERNAILPAC...,,,,...............,....................,,.............. ...•....,............................,......................,,,,... ,,,......,..,...,..
-- -- -- - - 1"Pneumatic NailPac for use with STINGER CN100 only -
Each 2000 count STINGER V NailPac includes 10- 200 count reels of full 1"plastic
collated caps and 10-200 count coils of wire collated,1"electro-galvanized ring shank
871116epS nails
L��e�.' NnhpncI
• Each NailPac will cover approximately 25 square
ocs Here
Plash-TopO and Round-Top(g)ProPacs for use with Hitachi NV50AP3 and Plasti-
Tacker PlusO Cap Nailers only(Plasti-Tacker Pro"" for use with Plastic NailPac
and ProPac only)
• Available in 7/8",1-1/4"and 2"lengths
-`r • 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 Ro1Pac for use with STINGER RT2 or RT3 Cap Nailers only
• Each 3000 count NailPac includes 2- 1500 count reels of 1"collated steel caps and
2-1500 count coils of wire collated,elertro-galvanized ring shank nails
http://www.stiiigerworld.coti-dfasteners.asp 1/18/2016
Florida Building Code Online Page 1 of 3
_ r
` I�,
" 10ti
Flodda 1.epaftlrentd SCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links Search
Busines ,� � '
Professi l nal �� USER: UR:Publics Product Approval
oval
Regulation
Product Approval Menu>Product or Anolication Search>Application List>Application Detail
FL# FL17022-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments V�j
Archived
Product Manufacturer Extreme Metal Fabricators,LLC. -1022
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tara Faulkner
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabricators.com
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
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed James L.Buckner, P.E.@ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M. Urich,PE
R' Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R3 COI CertOflndeD.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabtiilding.org/pr/pi- app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/11/2016
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 12/18/2015
Date Validated 12/18/2015
Date Pending FBC Approval 12/18/2015
Date Approved 02/10/2016
Summary of Products
FL# Model,Number or Name Description
17022.1 (1)5-V Crimp 26 Gauge Steel,Lapped Roof Panel,Mechanically Attached to Wood
Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 I[ 1 SVCrimp 26ga WoodDeck EVALREPORT.pdf
Approved for use outside HVHZ:Yes Verified By: James L. Buckner,P.E.@ CBUCK,Inc.P.E. #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A%-101 Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R3 AE i SVCrimo 26ga WoodDeck EVALREPORT-.pdf
and limitations of use.Refer to manufacturer's Created by Independent Third Party: Yes
Installation instructions as a supplemental guide for
attachment.
17022.2 (2)5-V Crimp 0.032"Aluminum,Lapped Roof Panel,Mechanically Attached to Wood
Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 II 2 SVCrimo 032A1um WoodDeck EVALREPORT.0
Approved for use outside HVHZ:Yes Verified By: James L.Buckner,P.E.@ CBUCK,Inc.P.E. #31242
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+N/A/-168.5 Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R3 AE 2 5VCrimp 032A1um WoodDeck EVALREPORT.pdf
and limitations of use.Refer to manufacturer's Created by Independent Third Party: Yes
Installation instructions as a supplemental guide for
attachment.
17022.3 (3) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,24 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 II 3 1.5
Approved for use outside HVHZ:Yes MechSeam 24oa WoodDeck EVALREPORT.odf
Impact Resistant:No Verified By: James L.Buckner,P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +N/A/-191 Created by Independent Third Party: Yes
Other:Refer to evaluation report for conditions Evaluation Reports
and limitations of use.Refer to manufacturer's FL17022 R3 AE 3 1.5
Installation instructions as a supplemental guide for MechSeam 24ga WoodDeck EVALREPORT.pdf
attachment. Created by Independent Third Party: Yes
17022.4 (4) 1.5"Mechanical Seam 2"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 [[ 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.odf
Impact Resistant:No Verified By: James L.Buckner,P.E.@ CBUCK, Inc. P.E. #31242
Design Pressure:+N/A/-191 Created by Independent Third Party: Yes
Other:Refer to evaluation report for conditions Evaluation Reports
and limitations of use.Refer to manufacturer's FL17022 R3 AE 4 1.5
installation instructions as a supplemental guide for MechSeam 032A1um WoodDeck EVALREPORT.pdf
attachment. Created by Independent Third Party: Yes
17022.5 (5) 1"Nail Strip 1"Rib Height, 16"Wide,26 Gauge Steel Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R3 H 5 INailStrip 26ga WoodDeck EVALREPORT.pdF
Approved for use outside HVHZ:Yes Verified By: James L.Buckner,P.E. @ CBUCK, Inc. P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-97.25 Evaluation Reports
Other:Refer to evaluation report for conditions FL17022 R3 AE 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf
and limitations of use.Refer to manufacturer's Created by Independent Third Party:Yes
installation instructions as a supplemental guide for
attachment.
17022.6 (6) 1"Nail Strip 1"Rib Height, 16"Wide,0.032"Aluminum Roof Panel Mechanically
Attached to Wood Deck.
http://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?parain=wGF,VXQwtDgv2aBQpHpQQ... 2111/2016
CSUCK inerin
SpL clalty Structural Engtnperinq CBUCK,Inc.Certificate of Authorization 418064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R3
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by:
61G15-29;`t1tlllllJfJ��/
�s.!.......
James L. Buckner, P.E.,SECB CEN F
Lt SF
Florida Professional Engineer#31242 = *' No 31242
Florida Evaluation ANE ID: 1916
Project Manager:Youry Demosthenes
Report No, 15-217-5V-S6W-ER 0.(� STATE OF _44/
(Revises 15-176-5V-S6W-ER) 'RFs'••�LORIDP.• G�\�
Date: 12/18/ 15 i�''11 0NALft� \`�
Contents:
Evaluation Report Pages 1—7
2015.12.1810:53:51-05'00'
CBUCK,Inc.,Palm Beach County,Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net-Website:www.cbuckinc.net
FL#: FL 17022.1 R3
Date: 12/18/15
CIBUCn 15-21
K. Engine L=rinRepoPage rt No.:2 of 77 5V-S6W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators, LLC.
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1)(d)
Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): Refer to Table A
(Refer to"Table A" attachment details herein)
FL#: FL 17022.1 R3
Date: 12/18/15
EMU1� 9 v�,.y �� ��� Report No.: 15-217-5V-56W-ER
CKPage 3 of 7
Specialty Structural EnglnPerinQ CBUCK,Inc.Certificate of Authorization 118064
Performance The product described herein has demonstrated compliance with:
Standards: • UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014),Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval'.
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
FL#: FL 17022.1 R3
Date: 12/18/15
CS
VC Enginrl� RepoPage rt No.:4 of 77-5V-S6W-ER
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 5/8"
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1507.4.3
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
FASTENER 2 Used for Attachment Method 2, 3 &4
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
Components&Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft')min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508.When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum
of 3/16".
FL#: FL 17022.1 R3
11 p cF.p� t Date: 12/18/15
Repo
C u , n ®In ran Page rt No.:5 of 77-5V-56W-ER
SpL clalt j Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A"below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A" Below
(attached to the tops of the V's for a total of 3 screws across the width of the
panel.).
■ Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16" o.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c.
Fastener Size: 1 #9 #10 #10 #10
*Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06 &UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID:1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18/15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07/22/14
.3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 17022.1 R3
I fes, ip��9 Date: 12/18/15
E Q1 ,°kering Page Report No.: 6 of 77-5V-S6W-ER
SpLcidlty Structural Engineerinq CBUCK,Inc.Certificate of Authorization#8054
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck
Drawings
24" Maximum Net Coverage
5/8 "
T
Panel Profile
Nominal 12'o.a Nominel 12'o.c.
E
#9 x 1-1rZ Mn. or #f 0 x 1-112" Mln.per Table'K
Hkc Washer HW4 Screw
Panel Overlap �Spyawd 1to�7'
.�a�eaves the Panel��y����Wth
`idryanel Length�
7=1 Dedc
- 15132"or Greater Plywood,or
- Wood Plark
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
FL#: FL 17022.1 R3
Date: 12/18/15
r=nqineeringPeg rt No.: 15-21
77 5V-S6W-ER
SpPcIalttj Structural EnglnL=prinq CBUCK,Inc.Certificate of Authorization 118064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck
Fasteners-
49 x 1-1/2"Min. or
X10 x 1-1/2"Min, per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
qj
���• \ice
11
\��.\/i�ti!��'i\V`��/�:�/��..\/\\//\/,��./.`��. ���'/\✓'��/��� \titer-�'��✓%- •
Deck:
-15132"or greater Plywood,or
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.