HomeMy WebLinkAboutEvaluation ReportEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FILE COPY
FLORIDA BUILDING CODE 7TH EDITION (2020)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R4 REVIEWED FOR
ROOFING
METAL ROOFING CODE COMPLIANCE
sr. LuaE couNry eocc
�'� ';'/Z4 (vz-
Pre mared For:
Metal Sale�rporat+ion
545 South 311 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 14106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Load Span Table (1 Page)
Report No. C2397-4
Date: 10.7.2020
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FL 14645.4-R4
C23 97-4
10.7.2020
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. 1/4" thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2020.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws at 6" o.c.
(Minimum) in the plywood field and edges. Designed as per FBC 2020.
Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf at fastener spacing of 36" o.c.
(Factor of Safety = 2) 172.5 psf at fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4.
At panel ends 6" o.c. across panel width
At intermediate 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress
design. The maximum fastener spacing listed herein shall not be
FL 14645.4-R4
C2397-4
10.7.2020
Page 3 of 3
exceeded. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2020 Section 1505 and current approved roofing materials
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
PANEL
5V-CRIMP
SEE DETAIL 2
—/,,,�SEE DETAIL 1
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
MINIMUM ATTACHMENT:
8d x 2.5" LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD
GUIDELINES & AT EDGES
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
UNDERLAYMENT
DETAIL 1
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
UNDERLAYMENT
DETAIL 2
5V-CRIMP
MIN 26 GA.
PANEL FASTENER PER UPLIFT
LOAD TABLE
d
0 0
U N
U' uj N
Z ~O
mN
O
U �
W Lo
w
Lo
�J00
jN
N
O
00
En
I
h
Ed
ILGENERAL
NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
a
m
FLORIDA BUILDING CODE (FBC).
CL
a
m m
OSB 7/16" THICK (MIN.) OR
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019' . EFFECTIVE COVERING
"
PLYWOOD 15/32 THICK (MIN.)
WIDTH OF PANEL = 24".
crx
oo
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
ON THIS DRAWING.
>
Z
m
SPECIFIED
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
0
mz T
ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.v
m
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
$
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
5V-CRIMP
REQUIRED ARE THE OF OTHERS.
PSEALANT DROOF
MIN 26 GA.
7. REQUIRES APPLI DC LAP FOR SLOPE <PO:12BILffY
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32 THICK (MIN.)
1 OF 1
METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min. 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 24"
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer
6
172.5
9
120.0
4+).0
WN
15
72.0
1.8
60.0
21
51.4
24
_
45.0
27
40.0
30
36.0
33
32.7
36
30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
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s !V �•. �� �A�
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1`10 62241)
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Bala Sockalingam, Ph.D., P.E.
FL 62240
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
�� NEMO I etc.
. LUCIE COUNTY
/I �BOCC Certificate of Authorization 1f32455
7-
y8/Z�� 353 Christian Street, Unit #13
Oxford, CT 06478
O� Z� (203) 262-9245
ENGINEER EVALUATE TEST CONSULT
REPORTI EVALUATION
GAF Evaluation Report 01506.04.08-1123
1Campus Drive FL10626-R23
Parsippany, NJ 07054 Date of Issuance: 04/25/2008
(800) 766-3411 Revision 23:12/14/2021
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 71h Edition (2020) Florida Building Code sections noted
herein.
DESCRIPTION:
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 "NEMO 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:
Robert J.M. Nieminen, P.E.
`=
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 12/14/2021. This does not serve as an
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.
5. 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.
9)2019 NEMO ETC, LLC
ONEMO I etc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the
following sections of the 7" 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
Property
Standard
Year
1504.3.1
Wind resistance
FM 4474
2011
1507.1.1, 1507.2.4, 1507.2.9.2/R905.1.1,
Material standard
ASTM D1970
2015
R905.2.8.2
1507.1.1.1(2&3, Exception), 1507.1.1.1(5) /
Tear Strength
ASTM D4533
2015
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(2&3, Exception), 1507.1.1.1(5) /
Tensile strength
ASTM D5035
2011
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/TR1, Sixth Edition
2018
1507.11.2
Material standard
ASTM D6164
2011
TAS 110
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
Entily Examination
Reference
Date
ERD (fST6049)
ASTM D1623 & FRSA/TRI (Slippage)
G34150.08.11
11/14/11
ERD (TST6049)
ASTM D6164 (GA)
G40630.01.14-213i-112
01/07/14
ERD (TST6049)
ASTM D6164 (GA)
G46160.09.14-3A
09/09/14
ERD (TST6049)
ASTM D1970 (GA)
GAF-SC13285.03.17-3
03/01/17
ERD (TST6049)
ASTM D1970 (GA)
GAF-SC13285.03.17-4
03/01/17
ERD (TST6049)
ASTM D1970 (GA)
GAF-SC13285.03.17-1 .
03/08/17
ERD (TST6049)
ASTM D1970 (IN)
GAF-SC16440.12.17
12/31/17
Intertek (TST1558)
ASTM D4869 (Dadra, India)
F8549.02-106-18
11/08/16
NEMO (TST6049)
Physical Properties (ON)
4q-GAF-I9-SSMBB-03.A
05/13/19
NEMO (TST6049)
ASTM D1623
4p-DOW-I9-SSLAP-01.A-112
10/01/19
NEMO (TST6049)
ASTM D1970
4j-FTS-20-SSUDL-01.A
12/01/20
NEMO (TST6049)
ASTM D1970
4j-GAF-20-SSUDL-01.A
12/22/20
NEMO (TST6049)
ASTM D4798, TAS 103
4j-GAF-20-SSUDL-02.A
03/15/21
MEMO (TST6049)
ASTM D4798
4j-FTS-2I-SSUDL-02.A
06/09/21
PRI (TST5878)
ASTM D226 (OK)
GAF-339-02-01
03/13/12
PRI (TST5878)
Wind Uplift
GAF-434-02-01
09/16/13
PRI (TST5878)
Wind Uplift
GAF-434-02-03
09/16/13
PRI (TST5878)
Wind Uplift
GAF-434-02-04
09/16/13
PRI (TST5878)
ASTM D4533 (various)
GAF-818-02-01
12/05/17
PRI (TST5878)
ASTM D1970 (AL)
MSA-047-02-01
04/11/18
PRI (TST5878)
ASTM D4533 (Dadra, India)
GAF-847-02-01
06/04/18
PRI (TST5878)
ASTM D4533 (Dadra, India)
GAF-914-02-01
04/10/19
PRI (TST5878)
ASTM D4533,D5035(VA)
376TOO12
07/15/19
PRI (TST5878) I
ASTM D4533 (Parzai, India)
376TOOIS
07/31/19
PRI (TST5878)
ASTM D4533 (Umerkui Kilvani, India)
976TOO18
07/31/19
PRI (TST5878)
ASTM D1970 (AR)
376T0032
10/22/19
PRI (TST5878)
ASTM D4533 (Gujarat, India)
376TOO58
02/18/20
NEMO ETC, LLC Evaluation Report 01506.04.08-R23
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL10626-R23
GAF Roof Underlayments Revision 23:12/14/20ZI
Page 2 of 9
M
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.10
4.11
4.12
ONEMOJetc.
Entity Examination Reference natp
PRI (TST5878)
ASTM D226(S-CA)
376T0054
02/18/20
PRI (TST5878)
ASTM D5035 (various)
376TO103
09/11/20
PRI (TST5878)
ASTM D4533, D5035 (Rajasthan, India)
376T0111
12/22/20
PRI (TST5878)
ASTM D4533, D5035 (Gujarat, India)
376TO113
12/22/20
PRI (TST5878)
ASTM D5035 (Gujarat, India)
376TO146
03/11/21
PRI (TST5878)
ASTM D4533, D5035 (Rajasthan, India)
376TO161
05/07/21
PRI (TST5878)
ASTM D226,Type 11
376TO192
09/16/21
NEMO
Traceability
FBC Cross -Listing
04/22/20
NEMO
Traceability
FBC Cross -Listing
04/08/21
UL, LLC (QUA9625)
Quality Control
Service Confirmation (AL)
05/04/20
UL, LLC (QUA9625)
Quality Control
Service Confirmation (various)
06/10/21
UL, LLC (QUA9625) I
Quality Control I
Florida BCIS I
Cu
PRODucT I •
Product
Material Standard
Plant(s)
GAF Extended Dry -In Membrane
ASTM D1970
Langley, BC Canada
Liberty" SBS Self -Adhering Base/Ply
Mt. Vernon, IN
Sheet
ASTM D1970
Savannah, GA
StormGuard® Film -Surfaced Leak Barrier
ASTM D1970 (Table 1) 1
Mt. Vernon, IN
Savannah, GA
WeatherWatchO Mineral -Surfaced Leak
Arkadelphia, AR
Barrier
ASTM D1970
Savannah, GA
Tuscaloosa, AL
Deck -Armor'"' Premium Breathable Roof
1507.1.1.1(2&3, Exception) /
Deck Protection
R905.1.1.1(2&3, Exception)
Dadra, India
Dadra, India
1507.1.1.1(2&3, Exception),
Gujarat, India
FeltBuster° Synthetic Roofing Felt
1507.1.1.1(5) / R905.1.1.1(2&3,
(CPP) Rajasthan, India
Exception), R905.1.1.1(5)
(MIP) Rajasthan, India
Richmond, VA
Spartanburg, SC
Shingle -Mite') Roof Deck Protection
ASTM D226, Type II (Table 1)
Pryor, OK
Shafter, CA
StormSafeT"" Anchor Sheet
1507.1.1.1(2&3, Exception) /
North Bay, ON
R905.1.1.1(2&3, Exception)
Dadra, India
Tiger Paw'" Premium Roof Deck
1507.1.1.1(2&3, Exception) /
Gujarat, India
Protection
R905.1.1.1(2&3, Exception)
Parzai, India
Umerkui Kilvani, India
VersaShieldm Fire -Resistant Roof Deck
Protection
ASTM D226, Type II
Conover, NC
Ruberoid" Map Granule
ASTM D6164
Savannah, GA
FRSA/TRI 09-18
Ruberoid° Mop Granule FR
ASTM D6164
Savannah, GA
FRSA/TR109-18
StormGuard ° Film -Surfaced Leak Barrier has been found through comparative testing to have a lesser coefficient of friction than ASTM
D226 roofing felt when tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note
1 of ASTM D1970-15, should be established as to slip resistance.
NEMO ETC, LLC Evaluation Report 01506.04.08-R23
Certificate ofAuthorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10626-R23
GAF Roof Underlayments Revision 23: 12/14/2022
Page 3 of 8
NEnno etc.
5.1 This is a building code evaluatiop. 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).
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
FBC Section:
1507.2
1507.3
1,507 an 507.5
1507.7
1507.8 and 1507.9
Asphalt
Clay and Concrete Tile
Metal
Slate or
Wood
Mechanical
Adhesive-
Underlament
Y
Shingles
Slate -Type
Attach
Set
Panes
Shingles
Shingles
Shingles
Shakes
Yes
Yes
GAF Extended Dry -In Membrane
Yes
No
No
Ye
Yes
Yes
(joint strips,
(joint strips,
1507.1.1.3 /
1507.1.1.3 /
R905.1.1.3)
R905.1.1.3)
Liberty- SBS Self -Adhering
� �,
Yes
Yes
Base/Ply Sheet
Yes
No
No
x`fy
No
No
o
G ps,
(joint strips,
•Ny'
1507.1.1.3 /
1507.1.1.3 /
-
R905.1.1.3)
R905.1.1.3)
$tOfrl'IGUafd�UffaCedLeak
Barriers „ J
Yes
No
No
Yes
Yes
Yes
(joirYstrips,
1507.1.1.3 /
(joi [strips,
1507.1.1.3 /
R905.1.1.3)
R905.1.1.3)
WeatherWatch" Mineral -Surfaced
Yes
Yes
Leak Barrier
Yes
No
No
No
No
No
(joint strips,
(joint strips,
1507.1.1.3 /
1507.1.1.3 /
R905.1.1.3)
R905.1.1.3)
Deck -Armor" Premium Breathable
Roof Deck Protection
Yes
No
No
Yes
Yes
Yes
No
No
FeltBuster° Synthetic Roofing Felt
Yes
No
No
No
No
No
No
No
Shingle -Mate° Roof Deck
Protection
Yes
No
No
No
No
No
No
No
Tiger Paw'" Premium Roof Deck
Protection
Yes
No
No
Yes
Yes
Yes
No
No
VersaShield" Fire -Resistant Roof
Deck Protection
Yes
No
No
No
No
No
No
No
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
MEMO ETC, LLC Evaluation Report 01506.04.08-1123
Certificate of Authorization#32455 7THEDITION (2020) FBC NON-HVHZ EVALUATION FL10626-R23
GAF Roof Underlayments Revision 23: 12/14/2021
Page 4 of 8
NNEMOjetc.
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
TABLE IA: ALLOWABLE UNDERLAYMENT/ TILE -ADHESIVE COMBINAT(ONS2
Underlayment Adhesive Florida Product Approval
Ruberoid° Mop Granule; Ruberoid° Mop Granule FR Dupont "Tile Bond" Roof Tile Adhesive" FL22525
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Underlayment
Application
Primer
Substrates
GAF Extended Dry -In Membrane
self -adhering
None
plywood
Liberty'" SBS Self -Adhering Base/Ply Sheet
self -adhering
(optional)
ASTM D41
plywood
StormGuard° Film -Surfaced Leak Barrier
Weather Watch° Mineral -Surfaced Leak Barrier
Liberty"" SBS Self -Adhering Base/Ply Sheet
self -adhering
None
ASTM D226 felt, Type II
StormGuard° Film -Surfaced Leak Barrier
Weather Watch° Mineral -Surfaced Leak Barrier
Liberty'" SBS Self -Adhering Base/Ply Sheet
kmetaF.(flashing mefal, vahey meta,
Stogy rnG a d m-5-5ur d'Leak Barrier y
'self -adhering
ASTM p4 r"
Weather Watch° Mineral -Surfaced Leak Barrier
Ruberoid° Mop Granule
hot asphalt
ASTM D41
structural concrete
Ruberoido Mop Granule FR
Ruberoid° Mop Granule
hot asphalt
None
GAFGLAS° #80 Ultima— Base Sheet
or Ruberoid° 20 Smooth
FRuberoid®
Ruberoid Mop Granule FR
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.
-'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-R23
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL10626-R23
GAF Roof Underlayments Revision 23: 12/14/2021
Page 5 of 8
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#1 Maximum Design Pressure = -442 5 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.
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 and Roofing
Application Standard RAS 117. 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 2020) for 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' 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 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: GAFGLASI #80 UltimaT" 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 Ultima'" 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-R23
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL30626-1123
GAF Roof Underlayments Revision 23: 12/14/2021
Page 6 of 8
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5.9 Exposure Limitations:
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof Cover
Maximum
Exposure
Installation Type
(days)
Deck -Armor'" Premium Breathable Roof Deck Protection, FeltBuster° Synthetic
Roofing Felt, Shingle-Mate0l Roof Deck Protection, StormSafeT"" Anchor Sheet, Tiger
Paw'" Premium Roof Deck Protection, VersaShield® Fire -Resistant Roof Deck
Mechanically attached
30
Protection, Liberty— SBS Self -Adhering Base/Ply Sheet, StormGuardo Film -Surfaced
Leak Barrier and WeatherWatchO Mineral -Surfaced Leak Barrier
GAF Extended Dry -In Membrane
Mechanically attached
180
�,
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 LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Staging Slope
Ruberoid® Mop Granule
Flat
Max. 10-tile stack
4:12
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
Lugged
Max. 10-tile stack
4:12
6. INSTALLATION*
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 Paw*" Premium Roof Deck Protection:
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° Synthetic 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(5) or FBC Residential R905.1.1.1(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— Anchor Sheet:
6.5.1 StormSafeTm Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems.
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.
NEMO ETC, LLC Evaluation Report 01506.04.08-R23
Certificate of Authorization#32455 7THEDITION (2020) FBC NON-HVHZ EVALUATION FL10626-R23
GAF Roof Underlayments Revision 23: 12/14/2021
Page 7 of 8
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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 StormSafell 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.
6.7 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 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.
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:
o.o..i 311du ue mswiiea in compliance wren 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 R905.1.1.3 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 FIR:
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 High Wind Concrete and Clay Roof Tile Installation Manual, Sixth
Edition, and the manufacturer's installation instructions.
6.9.2 Refer to Section 5.8 herein for attachment limitations.
6.9.3 Refer to Table 4 for tile 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 CIA 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.
QUALITY
UL, LLC.—QUA9625; (613) 371-2765; Jacob.StewartCcDul.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 01506.04.08-R23
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL10626-1123
GAF Roof Underlayments Revision 23: 12/14/2021
Page 8 of 8