HomeMy WebLinkAboutNOA ROOF UNDERLAYMENT 210-2 --0 s'3
REVIEWED FOR MEMO 1 etc.
CODE ®COMPLIANCE Certificate of Authorization#32455
ST. LUCIE COUNTY 353 Christian Street, Unit#13
®CC �� Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST � CONSULT
REPORTEVALUATION
GAF Evaluation Report 01506.04.08-1121
1Campus Drive File COPY FL10626-R21
Parsippany, NJ 07054 lAA Date of Issuance:04/25/2008
(800)766-3411 Revision 21:04/14/2021
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 7th Edition(2020) Florida Building Code sections noted
herein.
DESCRIPTION: GAF Roof Underlayments for,use in FBC non..-HVHZ jurisdictions
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. Evaluated" may be
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its
entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
ac��nrp�,
RobertJ.M.Nieminen P.E. = S'"`. r4LL
� � ...,'F: ;94,?;: The facsimile seal appearing was authorized by Robert
Nieminen,P.E.on 04/14/2021.This does not serve as an
Florida Registration No.59166,Florida DCAANE1983 : ilk�e{`: electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC,LLC 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.
S. This is a building code evaluation. Neither NEMO ETC, LLC 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.
02019 NEMO ETC,LLC
ONEMOletc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: GAF Roof Underlayments,as produced by GAF,have demonstrated compliance with the
following sections of the 7th Edition(2020)Florida Building Code through testing in accordance with the following
Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth
herein.
2. STANDARDS:
Section, Pro a Standard Year
1504.3.1 Wind resistance FM 4474 2011
1507.1.1,1507.2.4,1507.2.9.2/ Material standard ASTM D1970 2015
R905.1.1,R905.2.8.2
1507.1.1.1(2&3,Exception), Tear Strength ASTM D4533 2015
1507.1.1.1(5)/R905.1.1.1(2&3,
Exception),R905.1.1.1(5)
1507.1.1.1(2&3,Exception), Tensile strength ASTM D5035 2011
1507.1.1.1(5)/R905.1.1.1(2&3,
Exception),R905.1.1.1(5)
1507.1.1.1(5)/R905.1.1.1(5) Liquid water transmission ASTM D4869 2016
1507.1.1/R905.1.1 Material standard ASTM D6757 2016
1507.3.3,R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018
1507.11.2 Material standard ASTM D6164 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity, Examination Reference Date
ERD(TST 6049) ASTM D1623&FRSA/TRI(Slippage) G34150.08.11 11/14/2011
ERD(TST 6049) ASTM D6164(GA) G40630.01.14-2B 01/07/2014
ERD(TST 6049) ASTM D6164(GA) G46160.09.14-3A 09/09/2014
ERD(TST 6049) ASTM D1970(GA) GAF-SC13285.03.17-3 03/01/2017
ERD(TST 6049) ASTM D1970(GA) GAF-SC13285.03.17-4 03/01/2017
ERD(TST 6049) ASTM D1970(GA) GAF-SC13285.03.17-1 03/08/2017
ERD(TST6049) ASTM D1970(IN) GAF-SC16440.12.17 12/31/2017
Intertek(TST 1558) ASTM D4869(Dadra,India) F8549.02-106-18 11/08/2016
NEMO(TST 6049) Physical Properties(ON) 4q-GAF-I9-SSMBB-03.A 05/13/2019
NEMO(TST6049) ASTM D1970 4j-FTS-20-SSUDL-01.A 12/01/2020
NEMO(TST 6049) ASTM D4798,TAS 103 4j-GAF-2I-SSUDL-02.A 03/15/2021
PRI(TST 5878) ASTM D1970(IN) GAF-324-02-01 11/30/2011
PRI(TST 5878) ASTM D226(OK) GAF-339-02-01 03/13/2012
PRI(TST 5878) ASTM D4798(NC) GAF-349-02-01 07/03/2012
PRI(TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI(TST 5878) Wind Uplift GAF-434-02-03 09/16/2013
PRI(TST 5878) Wind Uplift GAF-434-02-04 09/16/2013
PRI(TST 5878) ASTM D4533(various) GAF-818-02-01 12/05/2017
PRI TST 5878 ASTM D1970 AL MSA-047-02-01 04 11 2018
PRI(TST 5878) ASTM D4533(LA) GAF-826-02-01 06/4/2018
PRI(TST 5878) ASTM D4533(Dadra,India) GAF-847-02-01 06/4/2018
PRI(TST 5878) ASTM D4533(Dadra,India) GAF-914-02-01 04/10/2019
PRI(TST 5878) ASTM D4533,D5035(VA) 376T0012 07/15/2019
PRI(TST 5878) ASTM D4533(Umerkui Kilvani,India) 376T0018 07/31/2019
PRI(TST 5878) ASTM D4533(Parzai,India) 376T0018 07/31/2019
PRI(TST 5878) ASTM D1970(AR) 376T0032 10/22/2019
MEMO ETC,LLC Evaluation ort 01506.04.08-R21
Report
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R21
GAF Roof Underlayments Revision 21:04/14/2021
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i
OMEMO I etc.
Enti Examination Reference Date
PRI(TST 5878) ASTM D226(S-CA) 376T0054 02/18/2020
PRI(TST 5878) ASTM D5035(various) 376TO103 09/11/2020
PRI(TST 5878) ASTM D4533,D5035(Rajasthan,India) 376T0111 12/22/2020
UL(TST 1740) ASTM D6757(TX) 02NK22569 06/04/2002
UL(TST 1740) ASTM D6757(NC) 10NK11990 05/18/2011
NEMO ETC Traceability FBC Cross-Listing 04/22/2020
NEW Traceability FBC Cross-Listing 04/08/2021
UL,LLC(QUA 9625) Quality Control Service Confirmation 03/23/2021
UL,LLC(QUA 9625) Quality Control Service Confirmation(AL) 05/04/2020
UL,LLC(QUA 9625) Quality Control Florida BCIS Current
4. •••• DESCRIPTION:
;Product Material Standard Plant(s)
4.1 GAF Extended Dry-In Membrane ASTM D1970 Langley,BC Canada
Liberty`"°SBS Self-Adhering Base/Ply Mt.Vernon,IN
4.2 Sheet ASTM D1970 Savannah,GA
4.3 StormGuard®Film Surfaced Leak Barrier ASTM D1970 Mt.Vernon,Savannah,GA
Arkadelphia,AR
4.4 WeatherWatch°Mineral Surfaced Leak ASTM D1970 Mt.Vernon,IN
Barrier Savannah,GA
Tuscaloosa,AL
Deck-ArmorTM Premium Breathable Roof 1507.1.1.1(2&3,Exception)/
4.5 Deck Protection R905.1.1.1(2&3,Exception) Dadra,India
1507.1.1.1(2&3,Exception), Dadra,India
4.6 FeltBuster®High-Traction Synthetic 1507.1.1.1(5)/R905.1.1.1(2&3, Rajasthan,India
Roofing Felt Exception),R905.1.1.1(5) Richmond,VA
Spartanburg,SC
g Type II(Table 1) Pryor,OK
4.7 Shin le-Mate®Roof Deck Protection ASTM D226, Shafter,CA
1507.1.1.1(2&3,Exception)/
4.8 StormSafeTM Anchor Sheet R905.1.1.1(2&3,Exception) North Bay,ON
Dadra,India
4.9 Tiger PawTM Roof Deck Protection 1507.1.1.1(2&3,Exception)/ Parzai,India
R905.1.1.1(2&3,Exception)
Umerkui Kilvani,India
4.10 VersaShield®Fire-Resistant Roof Deck ASTM D6757 Conover,NC
Protection
4.11 Ruberoid®Mop Granule ASTM D6164 Savannah,GA
FRSA/TRI09-18
4.12 Ruberoid®Mop Granule FR ASTM D6164 Savannah,GA
FRSA/TRI09-18
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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 FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami-
Dade Counties).
NEMO ETC,LLC Evaluation Report 01506.04.08-1121
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10626-1121
GAF Roof Underlayments Revision 21:04/24/2021
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5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 GAF 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 Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
FBCSection: 1507.2 150Z3 1507.4 and 150Z5 150Z7 1507.8 and 1507.9
Asphalt 'Clay and Concrete Tile Metal Slate or Wood
Underlayment Mechanical Adhesive- Slate-Type
Shingles Attach Set Panels Shingles Shingles Shakes
Shingles
Yes Yes
GAF Extended Dry-In Membrane Yes No No Yes Yes Yes (Jointstrips, (joint strips,
1507.1.1.3/ 1507.1.1.3/
R905.1.1.3) R905.1.1.3)
Yes Yes
Liberty'SBS Self-AdheringOoint
Base/Ply Sheet Yes No No No No No it1.3/ 13 s07.1. 50�1.1. /
R905.1.1.3) R905.1.1.3)
Yes Yes
StormGuard®Film Surfaced Leak (joint strips, Goint Yes No No Yes Yes Yes 13 1507.1.13/
Barrier 507.1.1. /
R905.1.1.3) R905.1.1.3)
Yes Yes
WeatherWatch®Mineral SurfacedGoint strips, Goint strips,
Leak Barrier Yes No No No No No 1507.1.13/ 1507.1.1.3/
R905.1.1.3) R905.1.1.3)
Deck-Armor""Premium Breathable Yes No No Yes Yes Yes No No
Roof Deck Protection
FeltBuster®High-Traction Yes No No No No No No No
Synthetic Roofing Felt
Shingle-Mate®Roof Deck Yes No No No No No No No
Protection
Tiger Paw'"Roof Deck Protection Yes No No Yes Yes Yes No No
VersaShield"Fire-Resistant Roof Yes No No No No No No No
Deck Protection
Yes Yes
Ruberoid®Mop Granule No (Cap Sheet in (Cap Sheet in No No No No No
2-ply system) 2-ply system)
See 5.6.1
Yes Yes
Ruberoid®Mop Granule FR No (Cap Sheet in (Cap Sheet in No No No No No
2-ply system) 2-ply system)
See 5.6.1
5.6.1 Adhesive-set is limited to use of following underlayment/tile-adhesive combinations.
TABLE 1A:ALLOWABLE UNDERLAYMENT/TILE-ADHESIVE COMBINATIONS'
Underlayment Adhesive Florida Product Approval
Ruberoid®Mop Granule;Ruberoid®Mop Granule FR Dupont"Tile Bond'"'Roof Tile Adhesive" FL22525
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC Evaluation Report 01506.04.08-R21
Certificate of Authorization#32455 7T11 EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-11121
GAF Roof Underlayments Revision 21:04/14/2021
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OMEMO etc.
5.7 Allowable Substrates:
TABLE 2 SUBSTRATE OPTIONSfOR ADHEREDUNDERLAYMENTS
Underlayment Application Primer Substrates
GAF Extended Dry-In Membrane self-adhering None plywood
Libertr SBS Self-Adhering Base/Ply Sheet
StormGuard®Film Surfaced Leak Barrier self-adhering (Optional) plywood
ASTM D41
Weather Watch®Mineral Surfaced Leak Barrier
Liberty'"'SBS Self-Adhering Base/Ply Sheet
StormGuard®Film Surfaced Leak Barrier self-adhering None ASTM D226 felt,Type II
Weather Watch®Mineral Surfaced Leak Barrier
LibertyTM'SBS Self-Adhering Base/Ply Sheet
StormGuard®Film Surfaced Leak Barrier self-adhering ASTM D41 metal(flashing metal,valley metal,
etc.)
Weather Watch®Mineral Surfaced Leak Barrier
Ruberoid®Mop Granule
hot asphalt ASTM D41 structural concrete
Ruberoid®Mop Granule FR
Ruberoid®Mop Granule GAFGLAS®#80 UltimaT1 Base Sheet
hot asphalt None Ruberoid®Mop Granule FR or Ruberoid®20 Smooth
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with
the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not
less than FBC 1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation
instructions,but—for mechanically attached base sheets-not less than:
• FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,
Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment)
or
• Section 5.8.3 herein (for other Underlayment systems).
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The 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).
5.8.3.1 Direct-to-Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition, Appendix A, Table 1A or the
critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure=-442.S Psf.
Deck: Min.2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction
Base Sheet: GAFGLAS#75 Base Sheet,Tri-Ply#75 Base Sheet,GAFGLAS#80 Ultima Base Sheet,GAFGLAS Ply 4,
Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312,Type IV hot asphalt at 20
to 25 Ibs/square.
Cap Sheet: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
NEMO ETC,LLC Evaluation Report 01506.04.08-R21
Certificate afAuthorizatlon#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R21
GAF Roof Underlayments Revision 22:04/14/2021
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5.8.3.2 Mechanically-Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition,Appendix A,Table 1A or the
critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
shall employ an attachment density designed by a qualified design professional to resist the elevated pressure
criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application
Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February for
( ry 2020)
enhancements.
#2 Maximum Design Pressure=-45 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: GAFGLAS® #80 Ultima"m Base Sheet or Rubero)d® 20 Smooth mechanically attached with 12 ga.,
min.1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c.
at the min.4-inch wide side laps and 9-inch o.c.at two(2),equally spaced,staggered center rows
in the field of the sheet.
Cap Sheet: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
#3 Maximum Design Pressure=-75 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: GAFGLAS® #80 Ultima'"" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga.,
min.1.25-inch long ring shank nails through 32 ga.,1-5/8-inch diameter tin caps spaced 8-inch o.c.
at the min.4-inch wide side laps and 8-inch o.c.at three(3),equally spaced,staggered center rows
in the field of the sheet.
Cap Sheet: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
#4 Maximum Design Pressure=-97.5 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: GAFGLAS® #80 UltimaT" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 11 ga.,
min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c.
at the min.2-inch wide side laps and 4-inch o.c.at four(4),equally spaced center rows in the field
of the sheet.
Cap Sheet: Ruberoid®Mop Granule or Ruberoid®Mop Granule FR applied in full mopping of ASTM D312,Type
IV hot asphalt at 20 to 25 Ibs/square.
NEMO ETC,LLC Evaluation Report 01506.04.08-R21
Certiftcate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10626-R21
GAF Roof Underlayments Revision 21:04/14/2021
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5.9 Exposure Limitations:
TABLES: EXPOSURE LIMITATIONS,
Prepared Roof Cover
Maximum
Underlayment Installation Type Exposure
(days)
Deck-Armotm Premium Breathable Roof Deck Protection,FeltBuster®High-Traction
Synthetic Roofing Felt,Shingle-Mate®Roof Deck Protection,StormSafeTM Anchor
Sheet,Tiger Pawl Roof Deck Protection,VersaShield®Fire-Resistant Roof Deck Mechanically attached 30
Protection,GAF Extended Dry-In Membrane,LibertyTM'SBS Self-Adhering Base/Ply
Sheet,StormGuard®Film Surfaced Leak Barrier and WeatherWatch®Mineral
Surfaced Leak Barrier
Ruberoid®Mop Granule and Ruberoid®Mop Granule FR Adhesive-set tile roof system 180
Mechanically attached UNLIMITED
5.10 Tile Slippage Limitations:When loading roof tiles on the underlayment in direct-deck tile roof assemblies,the
maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during
loading of the roof tiles.
TABLE 4- TILE SLIPPAGE LIMIfATIONSfOR DIRECT=DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Staging Slope
Flat Max.10-tile stack 4:12
Ruberoid®Mop Granule Flat Max.6-tile stack(4 over 2) 5:12
Lugged Max.10-tile stack 5:12
Ruberoid®Mop Granule FR Flat or Lugged Max.6-tile stack(4 over 2) 5:12
17 Lugged Max.10-tile stack 4:12
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions 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 - Deck-'Armor'"Premium Breathable Roof Deck Protection or Tiger"0' mi``Roof.Deck Protection: 71
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception)
or 1507.1.1.1(3,Exception)or FBC Residential R905.1.1.1(2,Exception)or R905.1.1.1(3,Exception)for the type
of prepared roof covering to be installed,and the manufacturer's installation instructions. FBC requirements take
precedence over the manufacturer's installation instructions.
6.4 FeltBuster®High-TractionSynthetic=Roofing Felt:
6.4.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception),
1507.1.1.1(3,Exception)or 1507.1.1.1(S)or FBC Residential R90S.1.1.1(2,Exception),R905.1.1.1(3,Exception)
or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation
instructions. FBC requirements take precedence over the manufacturer's installation instructions.
6.5 StormSafe m:Anchor°Sheet:
6.5.1 StormSafeTm Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems.
MEMO ETC,LLC Evaluation Report 01506.04.08-R21
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10626-1121
GAF Roof Underlayments Revision 21:04/14/2021
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6.5.2 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception)
or 1507.1.1.1(3,Exception)or FBC Residential R905.1.1.1(2,Exception)or R905.1.1.1(3,Exception)for the type
of prepared roof covering to be installed,and the manufacturer's installation instructions. FBC requirements take
precedence over the manufacturer's installation instructions.
6.5.3 One the same day, install Liberty'"' SBS Self-Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or
WeatherWatch®Mineral Surfaced Leak Barrier over the StormSafe'""Anchor Sheet.
6.6 Shingle-Mate®.Roof Deck Protection:,
6.6.1 Shall be installed in compliance with requirements for an approved mechanically attached underlayment(ASTM
D226,Type II)in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering
to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the
manufacturer's installation instructions.
C7- VersaShield®Fire-Resistant Roof Deck Protection:
6.7.1 Shall be installed in compliance with requirements for an approved mechanically attached underlayment(ASTM
D6757)in FBC Table iS07.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be
installed, and the manufacturer's installation instructions. FBC requirements take precedence over the
manufacturer's installation instructions.
6.8 GAF.Extended Dry-In"Membrane, Liberty''SBS Self-Adhering Base/Ply Sheet,StormGuard®Film Surfaced-Leak
Barrier.or WeatherWatch®Mineral Surfaced Leak"Barrier: .
6.8.1 Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in
FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R90S.1.1.3 for the type of prepared roof covering
to be installed,and the manufacturer's installation instructions.
6.8.2 Back-nailing is required. Back-nailing shall consist of Approved cap nails spaced 18-inch o.c.,encapsulated within
min.4-inch side laps.
6.8.3 When installed over a mechanically attached,FBC Approved ASTM D226 Type II felt,the felt shall be fastened in
accordance with FBC 1507.1.1 or R905.1.1.
6.8.4 GAF Extended Dry-In Membrane, Liberty'"'SBS Self-Adhering Base/Ply Sheet,StormGuard®Film Surfaced Leak
Barrier or WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using
minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.9 Ruberoid®Mop-Granule;Ruberoid®Mop Granule FR:
6.9.1 Shall be installed in compliance with requirements as an alternate to the"Hot Asphalt Applied Cap Sheet" in the
"Two Ply System" in the FRSA/TRI Florida Nigh Wind Concrete and Gay Roof Tile Installation Manual, Sixth
Edition,and the manufacturer's installation instructions.
6.9.2 Refer to Sections 5.8.2 and 5.8.3 herein for attachment limitations.
6.9.3 Refer to Table 4 for the staging limitations.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
QUALITY9.
UL, LLC.—QUA9625;(414)248-6409;karen.buchmann@ul.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 01506.04.08-R21
Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10626-1121
GAF Roof Underlayments Revision 21:04/14/2021
Page 8 of 8
REVIEWED FO
M 100 I me ri L E COMPLIANCE
g A LUCIE COUNTY
26 gauge (min) 16" wide nail strip Bgftver 15/32" plywood
Florida Product Approval Number 28113.1
/�. File CA
Compliance statement:t This product as described has demonstrated compliance with
Florida Building Code 2020, Section 1504.3.2, as required by Rule
61.G20=3, method 1 D
Manufacturer: Integrity,Metals, LLC 12640 Piper Dr, Ste. B,Vero Beach, FL
32960:1772-584-26541 www.intregritymetalsfl.com
Product: IntegriLok IM100 is a nailstrip panel with a 16" maximumpanel
width, and nominal rib height of 1."
'Material: This product is manufactured from 26ga or thicker steel with.yield, .
strength of at least 50ksi, and,corrosion resistance per FBC'
1507.4.3.
Fastener: - #10 x 1" low-profile style fastener.compliant.with FBC 1506.6...
Larger diameter and longer length fasteners are acceptable.
Stainless steel fasteners may be used.
Substrate/Deck: Minimum 15/32"thick plywood. .,".
Underlayment: Comply with FBC 1507.1.1 where applicable.
Slope: Comply `FBC 1507.4.2 where applicable.
TechnicaMocumentation: This producthas been tested to he UL 580-06 standard-by
Intertek Testing (TST-1527)- report 17726.05-450-44 R0: This test
report"is used with permission.,
This productha`s also been tested to UL 580-06 and UL 1897-15
by-lntertek,- report K4846.01-450-44 R0.
Max.Allowable Loads& Method A: 78.5psf I Install fasteners every other hole (±10" o.c.).
Installation;Requirements:..Method:B: fi0.8.5psf i Use self-adhering underlayment and install
fasteners.in every hole (±5" o c ) F
f Factor of Safety of2.0 applied:.to calculate allowable loads
Evaluated By: David Eng, PE
Timberlake Cove, LLC
�D E sFG '� PE LicV No: 81377 Univ. #206, Gainesville FL 32607
ti 2*X&_ . CA Lic. No: 33344
.81377 www.timberlakecove.com
O•c�•. STATE OF (1441
� • ` www.IntegrityMetaisFI.com Page 1
'�,'ONAL 0E,.�
INTEGRITY 2604 Piper St Ste B
METALS Vero Beach FL 32609
METAL ROOFING MADE HERE (772) 584-2654
Panel Accessories: The manufacturer does not require the use of closures,
sealants, butyl, or other similar accessories between bottom
edge of panel and drip edge, or in other locations. The use
of closures and sealants may be advisable in some cases,
however that decision is the discretion of the project owner
and the installer.
Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor
will acquire a financial interest in any company
manufacturing or distributing products under this evaluation.
The same entities do not have, nor will acquire, a financial'.
interest in any other entity involved in the approval process
ofthe product.
Exclusions:� Limitations: Design of-deck and roof structure (to include attachment of
plywood or wood plank) shall be completed by others. Fire
classification and shear diaphragm design_ are outside,the-. ',"
scope of this evaluation.
This report is limited to compliance with Ural 'wind load
requirements of FBC-1504.3:2, as required`by Rule-61 G20
3. Neither Timberlake-,Cove nor the manufacturer shall be
responsible for any conclusions, interpretations, or designs
made by others based or :this evaluation report. This=report
is limited.solely to documenting compliance with Rule
61 G20-3; and:makes no express or implied--,warranty
' regard' performance of this product.
Design Process: The load tables in.this report-provides one prescriptive
option for.the fastening requirement for the applicable wind
loads for roofs within the°parameters described. For roofs
..outside of the listed parameters, design wind loads shall•be
determined as required ty'FBC 1609, ASCE 7, or°other
design code in force, using allowable stress.These load
tables are-based on ASCE 7-16. Use of these tables
,
,as sumes"that the structure is:
n' Enclosed and conforms to wind-borne debris provisions
and is a regular shaped building
■ ls,not subject to across wind loading, vortex shedding, or
"r i `instability; nor does it have-a site:location`for which
j channeling`or buffeting warrant consideration
r ;
En meenn' `anal sis may be"completed by other licensed
engineers for project specific approval by local authorities
having jurisdiction.
FL28113.1 www.IntegrityMetaisFi.com Page 2
INTEGRITY 2604 Piper St Ste B
METALS Vero Beach FL 32609
METAL ROOFING MADE HERE (772) 584-2654
Design Load Tables:
2 2 3
Select the appropriate load table that applies to the
structure in question. 1 1 2
Determine the design wind speed for the project \X2
2 2 3
...location. 2 1 2 2 3 Use the attachment methodindicated for that2
windspeed;within each roof:zone. 2
2
NOTE:ASCE7-16 and FRC 2020 adopt a 7-zone a 3 2 2 3 a
concept.,Forthe load tables:below,the,worst case
was taken for-each zone and-reported using the a HIP ROOF GABLE ROOF a
standard zones 1-2-3:
_ &%U%OF LEAST H020M L DIMENSION OR OAT,WHICHEVER IS SMALLER,am NOT
SS THANZone 1 includes zones 1 and 1' ORASDET EMINEDB D SIGNOLEAST HORIZONTALTHERADVAENLE CODEN OR 3FT(a.9M).
ORASDETERMINED%DESIGN OTHERAPPLICABLECOOS:
Zone 2`includes zones 2e 2r; and 2n ROOF ZONES FOR'GENERIG'BUILDING
Zone 3 includes zones 3e,and 3r
Combining these zones creates a clear,simple scheme,at the expense of some-design efficiency.
= Contact the 'manufacturer for further information, or consult a licensed design professional.
Method A: (1)#10-x 1" (min)fastener,every other
o hole (±10".oc ).
=5,. Method B: (1)#10 x 1".(min)fastener,.every hole
o '(±5"o.c.)With self-adhering underlayment
NR: Consult:a design professional to assess the
proposed installation'
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B,C,or D exposure area
Have either a flat roof,or gable/hip roof with max slope of 45' Have either a flat roof,or gable/hip roof with max slope of 45'
Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less
FL28813.1: 26 a IM100 1" nail strip on 15/32" plywood FL28813.1: 26 a IM100 1" nail strip on 15/32" plywood
Wind 120 130 1.40 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A` A A A A AFB, Zone 1: A A A_ A [ B B
Zone 2: A A A A A FB B B Zone 2: A B B'
Zone 3: A A . A A Fii7, B I ROOM Zone 3: d'B 'B
Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria:
Are located in Exposure B area Are located in B,C,or D exposure area
Have either a flat roof less than 7',hip roof with Have either a flat roof less than 7',hip roof with
max slope of 450,or gable roof with slope between 200 and 450 max slope of 450,or gable roof with slope between 20'and 450
Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less
FL28813.1: 26 a IM100 1" nail strip on 15/32" plvwood FL28813.1: 26cia IM100 1" nail strip on 15/32" Plywood
Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A -A A A A A Zone 1: A A A _A A B B
Zone 2: A A A A A` A .rB �B B Zone 2: A A F B ,B B
Zone 3: A A A A B B B.] �Zone 3: A B� B
FL28113.1 www.integrityMetalsFi.com Page 3