HomeMy WebLinkAboutEVALUATION REPORT0
EVALUATION REPO
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
SERVICES, LLC
ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770)612-6267
Hampton, GA
Meridian, MS
Dangertield, TX
Ardmore, OK
Franklin, OH
UL LLC (QUA9625)
Certificate of Authorization No. 29824
SCABN�NED
St. Lucie County
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE V EDITION
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
PRODUCT
Legend (Ardmore)
GlassMaster@ 30
(Ardmore & Hampton)
Tough -Master® 20
(Ardmore & Hampton)
Pro -Cut® Hip & Ridge
(Ardmore & Hampton)
Pro -Cut® Starter Strip
(Hampton)
ProLABflTM' Architectural
(Hampton, Franklin &
Meridian)
Pinnacle& Pristine,
Pinnacle® Pristine
Lifetime w/Scotchgard
(Dangerfield, Hampton,
Franklin & Meridian)
StormMaster® Shake
(Dangertield)
ATL13002.7
This evaluation report is provi
Technical Services, LLC of at
This evaluation report does n
specifically addressed herein.
Issued October 14, 2018
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D
3462.
ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant
stripe that complies with ASTM D 3462.
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
stripes that complies with ASTM D 3462.
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
FL 16305-R7 Page 1 of 11
!d for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
product changes or quality assurance changes throughout the duration for which this report is valid.
express nor imply warranty, installation, recommended use, or other product attributes that are not
t}a ATLAS ROOFING CORPORATION
=d Asphalt Shingles
TECHNICAL SERVICES, LLC
StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Tichnologies (TST5878) ATL-079-02-01 ASTM D 3161 2016
TAS107 1995
PRI Construction Materials TE chnologies (TST5878) ATL-083-02-01 TAS 100 1995
PRI Construction Materials Te chnologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A
PRI Construction Materials TE chnologies (TST5878) ATL-104-02-01 ASTM D 3462 2010A
PRI Construction Materials TE chnologies (TST5878) ATL-106-02-01 ASTM D 3161 2016
PRI Construction Materials TE chnologies (TST5878) ATL-106-02-01 Ravi ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials T hnologies (TST5878) ATL-107-02-01 TAS 100 1995
PRI Construction Materials TelChnologies (TST5878) ATL-107-02-01.1 TAS 100 1995
PRI Construction Materials T hnologies (TST5878) ATL-109-02-01 ASTM D 7158 2011
PRI Construction Materials Te hnologies (TST5878) ATL-116-02-01 ASTM D 3462 2010A
PRI Construction Materials Te hnologies (TST5878) ATLA 18-02-01 ASTM D 3462 2010A
PRI Construction Materials Te hnologies (TST5878) ATL-119-02-01 TAS 100 1995
PRI Construction Materials Te hnologies (TST5878) ATL-123-02-01 ASTM D 7158 2011
PRI Construction Materials Te hnologies (TST5878) ATL-125-02-01 TAS 100 1995
PRI Construction Materials Te hnologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Te hnologies (TST5878) ATL-132-02-01 ASTM D 3161 2016
PRI Construction Materials Te hnologies (TST5878) ATL-133-02-01 ASTM D 3161 2016
PRI Construction Materials Te hnologies (TST5878) ATL-135-02-01 ASTM D 3462 201DA
PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2010A
PRI Construction Materials Tei hnologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2016
1995
PRI Construction Materials Technologies TST5878 ATL-144-02-01 TAS D 2016
(TST5878) ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995
PRI Construction Materials Te hnologies (TST5878) ATL-167-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 201oA
PRI Construction Materials Tec hnologies (TST5878) ATL-170-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATLA 79-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2016
1995
PRI Construction Materials Technologies (TST5878) ATL-185-02-01 TAS D 2011
(T ) ASTM 0 7158 1995
PRI Construction Materials Technologies (TS75878) ATL-186-02-01 TAS100 1995
PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2010A
PRI Construction Materials Te nologles (TST5878) ATL-220-02-01 ASTM D 3462 2010A
PRI Construction Materials Tec inologies (TST5878) ATL-220-02-02 TAS 100 1995
PRI Construction Materials Tec inologies (TST5878) ATL-220-02-03 ASTM D 3161 2016
PRI Construction Materials Tec inologles (TST5878) ATL-220-02-04 ASTM D 7158 2011
PRI Construction Materials Tec nologies (TST5878) ATL-221-02-01 ASTM D 3462 2010A
PRI Construction Materials Tec inologies (TST5878) ATL-221-02-02 TAS 100 1995
PRI Construction Materials Tec inologles (TST5878) ATL-221-02-03 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Tec inologies (TST5878) ATL-221-02-04 ASTM D 7158 2011
PRI Construction Materials Tec inologles (TST5878) ATL-222-02-01 ASTM D 3462 2010A
PRI Construction Materials Tec nologies (TST5878) ATL-222-02-02 TAS 100 1995
ATL13002.7 FL 16305-R7 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any roduct changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREE
ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL $
RVICES, LLC
Enti
PRI Construction Materials 1
achnologies (TST5878)
Report No.
ATL-222-02-03
Standard
Year
ASTM D 3161
2016
PRI Construction Materials
PRI Construction Materials
chnologies (TST5878)
ATL-222-02-04
TAS 107
ASTM D 7158
1995
2011
T
PRI Construction Materials T
achnologles (TST5878)
Bchnologi,s (TST5878)
ATL-223-02-01
ATL-223-02-02
ASTM D 3462
2010A
PRI Construction Materials
chnologies (TST5878)
ATL-223-02-03
TAS 100
ASTM D 3161
1995
2016
PRI Construction Materials T
PRI Construction Materials
chnologies (TST5878)
ATL-223-02-04
TAS 107
ASTM D 7158
1995
2011
T
PRI Construction Materials T
chnologies (TST5878)
chnologies (TST5878)
ATL-224-02-01
ASTM D 3462
2010A
PRI Construction Materials
ATL-225-02-01
ASTM D 3462
201 pA
T
PRI Construction Materials T
chnologies (TST5878)
chnologies (TST5878)
ATL-225-02-02
ATL-225-02-03
TAS 100
1995
ASTM D 3161
2016
PRI Construction Materials T
chnologies (TST5878)
ATL-225-02-04
TAS 107
1995
CREEK Technical Services L
C (ANE11669)
ATL13002.7
ASTM D 7158
2011
Calculations
2018
ATL13002.7
FL 16305-R7
This evaluation report is provld
Technical Services, LLC of any
Page 3 of 11
d for State of Florida product approval under Rule 61G20-3. The manufacturer Shall notify CREEK
This evaluation report does not
roduct changes or quality assurance changes throughout the duration for which
express nor imply warranty, installation,
this report is valid.
specifically addressed herein.
recommended
use, or other product
attributes that are not
CREI
TECHNICAL
INSTALLATION
Legend
ro
13002.7
ATLAS ROOFING CORPORATION
Asphalt Shingles
LtS"
Basic Wind Speed (V ir):
Max. 194 mph
Basic Wind Speed (Vasd):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ):
Installed with 5-inch exposure in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ):
Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 1. Legend 4 Nail Pattern (Non-HVHZ only)
Figure 2. Legend 6 Nail Pattern
FL 16305-R7
4 of
w..,, ,� w�",u u �u� once or rionaa product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of an product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does no express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
GREE1
TECHNICAL SE
GlassMaster@ 30 &
Tough -Master@ 20
Figure 3.
LLC
ATLAS ROOFING CORPORATION
Asphalt Shingles
Basic Wind Speed (Vwl):
Max. 194 mph
Basic Wind Speed (V�):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
Underlayment:
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ):
Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
below,
Installation (Non-HVHZ):
Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or T Nail Pattern" detailed below.
W j
Nails
A
12" -+-12"
30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only)
- 36"
Nails
1"
12" A
12" -- 12" —12"
Figur 4. GlassMaster0 30 & Tough -Master@ 20 6 Nail Pattern
Page 5 of 11
This evaluation report is provid d for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any roduct changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not xpress nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL Sl 7RVICES, LLC
PrOLAMT Architecturai Basic Wind Speed (V,e,):
Basic Wind Speed (V.,d)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
IN
li
:.%I ",§' wwuc ARe
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
W
�_ _ _ _ _ _ _ _ _ _ _ _ _
Figure 5. �roLAMTM' Architectural Shingle 4 Nail Pattern (non-HVHZ only)
M
2111110111
J- /_-__._.---
_._.....__..____---
.__........_ _
_�.._.�._. �.___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Figure 6. Pro -LAM rm Architectural Shingle 6 Nail Pattern ATL13002.7 FL 16305-R7 Page 6 of 11
This evaluation report is proved for State of Flodda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any roduct changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product atldbutes that are not
specifically addressed herein.
9
14
® CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL $ RVICES, LLC
Pinnacle® Pristine & Basic Wind Speed (Vwt): Max. 194 mph
StormMaster@ Shake Basic Wind Speed (Va,d): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattem" detailed below.
LENGTH ON: 1" OFF
. �.�-. -. .. 4.�; .. �-�. —il NASLVG ArYA `i... i....... .:...:... '.'..: i••n.;'...... ... ..
6-
Figure 7. Pinna le@) Pristine and StormMasterO Shake 4 Nail Pattern (Non-HVHZ only)
V LENGTH ON: V OFF
r9
®---o---�
Figure 81 Pinnacle® Pristine and StormMaster0 Shake 6 Nail Pattern
Page 7 of 11
This evaluation report is provid d for State of Florida product approval under Rule 6'IG20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any roduct changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
14"
CREE
TECHNICAL SI
StormMaster® Slate
ATL
ATLAS ROOFING CORPORATION
Asphalt Shingles
LLC
Basic Wind Speed (V it):
Max. 194 mph
Basic Wind Speed (V„d):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ):
Installed with 8.5 in. exposure in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ):
Installed with 8.5 in, exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 9. StormMaster@) Slate 4 Nail Pattern
T
s-
Figure 10. StormMaster0 Slate 6 Nail Pattern
-- rL Page 8 of 11
This evaluation report is provid d for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of anyl product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does nol express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREI
TECHNICAL
Pro -Cut® Starter Strip
ATL13002.7
l nls evaluation report Is provide
Technical Services, LLC of any
This evaluation report does not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
LLC
Basic Wind Speed (V it):
Max. 194 mph
Basic Wind Speed (Va,d):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Nan-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ):
Installed in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be
attached as shown below.
Installation (Non-HVHZ):
Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below.
�1E8�. L]/8'Nn8>tinYryll
CI f'
Figure 11. Pro -Cut® Starter Strip
-t
9 of 11
ate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
changes or quality assurance changes throughout the duration for which this report is valid.
nor imply warranty, installation, recommended use, or other product attributes that are not
FL
VA CREE
TECHNICAL SI
Pro -Cut® Hip & Ridge
ATL13002.7
This evaluation report Is provi
Technical Services, LLC of ar
This evaluation report does n
specifically addressed herein.
LLC
ATLAS ROOFING CORPORATION
Asphalt Shingles
Basic Wind Speed (Vwl):
Max. 194 mph
Basic Wind Speed (V,w):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
Deck (Non-HVHZ):
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
Underlayment:
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation (HVHZ and
Installed with 5-5/8 inch exposure in accordance with RAS
non-HVHZ):
115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
I.
12"
12 ga. 1-1/2" ring 7
e shank nail
Figure 12. Pro -Cut® Hip & Ridge
10 of 11
ate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
changes or quality assurance changes throughout the duration for which this report is valid.
nor imply warranty, installation, recommended use, or other product attributes that are not
16305-R7
CREE
TECHNICAL SI
LLC
ATLAS ROOFING CORPORATION
Asphalt Shingles
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck at id the roof deck attachment shall be designed by others to meet the minimum design loads
established for c 3mponents and cladding and in accordance with FBC requirements.
3) The mean roof h alght shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to NSTIVI D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall b installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of t e evaluated products shall comply with this report, the FBC, and the manufacturers
published applic tion instructions. Where discrepancies exist between these sources, the more restrictive
and code compli nt detail shall prevail.
8) All products listet in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMEN
The products evaluated h�rein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Build in Code, & Edition (2017) a evidenced in the referenced documents submitted by the named manufacturer. g
CERTIFICATION OF INDEP
CREEK Technical Services,
Products under this evaluadoi
CREEK Technical Services, I
this evaluation.
Zachary R. Priest, P.E. does
under this evaluation.
Zachary R. Priest, P.E. does i
product.
ATL
R .rp�i
i
R
` No 74021
3 STATE OF 44:
�4
/'� 2018.10.14
/�.- 12:33:10-04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
is not owned, operated, or controlled by any company manufacturing or distributing products under
it have, nor will acquire, a financial interest in any company manufacturing or distributing products
have, nor will acquire, a financial interest in any other entity involved in the approval process of the
END OF REPORT
FL 16305-R7
of 11
„� c.c,vcu�o iepur[ C proved d tar State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
ges
rance
anges
This hevaluation reportLdoes nof not xpress nroduct orImplywarrantya nstal ationhrerecommended use, or therr product attributes thhout the duration for which this at not valid.
specifically addressed herein.
EVALUATION REPORT
Manufacturer:
Quality Assurance:
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
E ESL
SEznvicss, L C
ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770) 612-6267
v w%v.atlasroonno.com
UL LLC (QUA9625)
Certificate of Authorization No. 29824
SUMEL
BY
St. LucieCounty
17520 Edinburgh Dr
Tampa, FL33647
(813)480-3421
FLORIDA BUILDING CODE, 6Te EDITION
Roofing
Underlayments
1507.1.1. 1518.4, 1523.1.1. 1523.6.5.2.1
Physical properties
Issued September30, 2017
Entitv l
Report No.
Standard
Year
PRI Construction Materials T hnologies (TST6049)
ATL-033-02-01
ASTM D 226
2009
PRI Construction Materials Tel hnologies (TST6049)
ATL-068-02-01
ASTM D 1970
2015a
PRI Construction Materials Try hnologies (TST6049)
ATL-068-02-07
ASTM D 4798
2011(2016)
PRI Construction Materials T hnologies (TST6049)
ATL-068-02-01
TAS 110
2000
PRI ConsWction Materials TI hnologies (TST6049)
ATL-069-02-01
ASTM D 1970
2015a
PRI Construction Materials T' hnologies (TST6049)
ATL-090-02-01
TAS 103
1995
PRI Construction Materials T1 hnologles (TST6049)
ATL-149-02-01
ASTM D 1970
2015a
PRI Construction Materials Tip hnologies (TST6049)
ATL-164-02-01
ASTM D 1970
2015a
PRI Construction Materials TA hnologies (TST6049)
BW R-533-02-01
TAS 103
1995
PRI Construction Materials T hnologies (TST6049)
BWR543-02-01
ASTM D 1970
2015a
PRI Construction Materials T?.hnologies (TST6049)
MSA-004-02-01
ASTM D 1970
2015a
PRI Construction Materials T hnologies (TST6049)
MSA-007-02-01
UL 1897
2012
PRI Construction Materials hnologies (TST6049)
MSA-026-02-01
ASTM D 1970
2015a
PRI Constmction Materials T hnologies (TST6049)
WRMI-011-02-01
ASTM 1970
2015a
PRI Construction Materials hnologies (TST6049)
MSA-007-02-01
UL 1897
ASTM D 1970
2012
2015a
PRI Construction Materials Te hnologies (TST6049)
MSA-030-02-01
UL LLC (TST1740)
02-NK40952
ASTM D 1970
2015a
UL LLC (TST1740)
02-NK40952
ASTM D 226
2009
UL LLC (TST1740) I
02-NK40952
ASTM D 2626
2004(2012)E1
UL LLC (TST1740)
02-NK40952
ASTM D 4869
2016
UL LLC (TST1740)
02-NK40952
ASTM D 6380
2003 (2013)
ATL14001.4A
This evaluation report is
Technical Services, LLC
This evaluation report dr
specifically addressed he
FL17322-R4 Page 1 of 4
d for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
product changes or quality assurance changes throughout the duration for which this report is valid.
express nor imply warranty, installation, recommended use, or other product attributes that are not
T EcH1tiCAL SERN
PRODUCT DESCRIPTION
ATLAS ROOFING CORPORATION
Roofing Underlayments
CES. LLC
#15 Specification Felt
ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
#30 Organic Saturated Felt
ASTM D 4869, Type II asphalt saturated organic felt underlayment for use in the
non-HVHZ only.
#30 Specification Felt
ASTM D 226, Type II asphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
#43 Base Sheet
ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt
underlayment for use in the HVHZ and non-HVHZ.
I
#90 Mineral Surface Roll
ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the
Roofing
I HVHZ and non-HVHZ.
Gorilla Guard@) EVERFEL
0 Asphalt -saturated organic felt underlayment reinforced with glass fiber that meets
the performance requirements of ASTM D 226, Type I for use in the HVHZ and
non-HVHZ.
Slate/Tile Underlayment
ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the
HVHZ and non-HVHZ.
WeatherMaster@ Ice and
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 100
fiberglass mat and a granular surface for use In the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
installation.
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
WeatherMaster@) Ice and
Water 200
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with asplit-release film, which is removed during
WeatherMaster@) Ice and
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 216
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a split -release film, which is removed during
installation.
WeatherMaster0 Flexible
c a ASTM D 1970 SBS modified, self -adhering underlayment with plastic film surface
and Water
for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a
split -release film, which is removed during installation.
WeatherMaster@) Pro-Gra
ASTM D 1970 SBS modified, self -adhering underlayment with a fiberglass mat
Ice and Water
reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
installation.
WeatherMester@)Tile
TAS 103 SBS modified, self -adhering underlayment with a fiberglass mat
reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
installation.
ATL14001.4A
This evaluation report is pmv
Technical Services, LLC of ar
This evaluation report does n
specifically addressed herein.
17322-R4 ) Pace 2 of 4
changes or quality assurance changes throughout the duration for which this report is valid.
nor imply warranty, installation, recommended use, or other product attributes that are not
CREEK]
s if ATLAS ROOFING CORPORATION
Crtk i 1EK] Roofing Underlayments
I =_CY.M1CAL SERII CES. LLC
APPLICATION METHOD j
Installation shall be in accq dance with the published manufacturer's Installation Instructions, the FBC, and the
requirements below.
Deck substrates shall be cle n, dry, and free from any irregularities and debris. All fasteners in the deck shall be
checked for protrusion and cb rected prior to underlayment application.
The roof deck shall be constf cted of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordalnce with FBC requirements. Roof decks shall have no more than 118" gap at abutting
joints.
Exposure of the underlaymepp s shall be limited to a maximum 30 days except as follows:
a) #15 Specificatib Felt, #30 Specification Felt, and #40 Base Sheet — exposure for than 24 hours may
adversely affect product performance
b) WeatherMaste D Ice and Water 100, WeatherMaster® Ice and Water 200, and WeatherMasterO Ice
and Water 2161 maximum 30 days
c) WeatherMaste Pro -Grade Ice and Water and WeatherMaster® Flexible Ice and Water — maximum
30 days
d) WeatherMaste Tile — maximum 90 days
Self -adhering underlaymentA nay be adhered to primed or unprimed plywood substrates in the non-HVHZ.
Roof coverings shall be me'F anically fastened through the underlayment to the roof deck except as follows (or as
indicated in other current FBC product approval documents):
a) WeatherMaste Pro -Grade Ice and Water orWeatherMaster® Tile —ICP AdhesivesPolysetAH-160
b) Slate/Tile Und4ilayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal
StormBond Roo Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AH-160
Allowable Roof Coverings:
Metal Roof
Composite or
wood
Asphalt
Panels and
Photovoltaic
Shingles and
Slate
Clay and
Underla ment
Shin Ies
Shln les
Shin Ies
Shakes
Shingles
Concrete Tile
#15 Specification Felt
Y
Y
Y
Ya
Y
N
#30 Organic Saturated Felt
Y
Y
Y
Y
Y
I N
#30 Specification Felt
Y
Y
Y
Y
Y
Y
043 Base Sheet
Y
Y
Y
N
Y
Y
#90 Mineral Surface Roll Roofini
Y1
I N
N
N
N
Y
Gorilla GualdD EVERFELT 30
Y
Y
Y
Ya
Y
N
Slate/Tile Underiayment I
Y1
I N
N
N
N
Y
atherMaster� Ice and Water
Oe
Y
Y
Y
N
Y
N
WeatherMasterlJ+ ice and Water I
200
y
y
Y
N
Y
N
WeatherMaster® Ice and Water
216 i
y
Y
Y
N
V
N
WeatherMaster0 Flerlble Ice and
Water I
y
I y
y
N
Y
N
WeatherMasterO Pro -Grade Ice j
and Water `
y
Y I
Y
N
Y
N
WeatherMasler®Tile f
Y
Y
Y
N
Y
Y
1I vpeiI vaney appuc�upns per iou r.e.a.z
2) Wood shingles only II
I his evaluation report is prov
Technical Services, LLC of al
This evaluation report does n
specifically addressed herein.
FL17322-R4
State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
ct changes or quality assurance changes throughout the duration for which this report is valid.
ss nor imply warranty, installation, recommended use, or other product attributes that are not
17:-- 1
r v '*' C t= � },`-- §1 1 ATLAS ROOFING CORPORATION
x�';
G 'CGHNlGA1 CEP_ ICES. LLC Roofing Underlayments
WIND RESISTANCE (NOW NZONLY)
The Maximum Design Press Gres shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
-- vnn. lorsz-inch CUX plywood attached to wood supports spaced a maximum 24- o.c.
Underlayment: eatherMaster® Tile shall be fully adhered to the optionally primed plywood deck.
Maximum Design 52.5 psf
Pressure:
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Roof slope limitatioi is shall be in accordance with FBC requirements.
3) Installation of the a aluated product shall comply with this report, the FBC, and the manufacturer's published
application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installatiol detail shall prevail.
4) Products described within this report may be used as described in other current FBC product approval
documents.
5) Roof coverings she not be adhered directly to the underlayment unless otherwise approved in this or other
current FBC produ c approval documents.
6) All products listed i this report shall be manufactured under a quality assurance program in compliance with
Rule 61320-3.
COMPLIANCE STATEMENT
The products evaluated her in by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building
Code, 6" Edition (2017) as a idanced in the referenced documents submitted by the named manufacturer.
rR r rp rrrr�i 9
.30
No 74021 12:44:22
E OF <U
a '®4t®®t
STAT:•9
R 1 O P' ���.` Zachary R. Priest, P.E.
Florida Registration No.
'ONA� t��``"111111`� Organization No. ANE9641 21
CERTIFICATION OF
CREEK Technical Services, Lt
products under this evaluation.
CREEK Technical Services, LL
this evaluation.
Zachary R. Priest, P.E. does r
under this evaluation.
Zachary R. Priest, P.E. does Inc
product.
i nis evaluation report is provide
Technical Services, LLC of any
This evaluation report does not
specifically addressed herein.
res not have, nor will it acquire, a financial interest in any company manufacturing or distributing
not owned, operated, or controlled by any company manufacturing or distributing products under
ave, nor will acquire, a financial interest in any company manufacturing or distributing products
re, nor will acquire, a financial Interest in any other entity involved In the approval process of the
END OF REPORT
FL17322-R4 Page 4 of 4
ate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
changes or quality assurance changes throughout the duration for which this report is valid.
nor imply warranty, installation, recommended use, or other product attributes that are not
ENGINEER
[VALUATE
SCANNED
St. Luce County
FEST
MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
CONSULT CERTIFY
Moores Re Road Corporatio
20 Evaluation Report 3520.03.04-R22
20 Moor
Malvern, PA 19355 L-2533!( 1
(610) 651-5847 Date of Issuance: 09 19/2005
SCOPE: Revision 22: 12/06/2018
This Evaluation Report is ssued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in I he State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the produ t under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Ed ition (2017) Florida Building Code sections noted herein.
DESCRIPTION: Fllittlas . i47ndi&ts:.::.i...o-_sr.-.�___:
LABELING: Labeling shall L
herein.
CONTINUED COMPLIANCE: Th
Quality Assurance docum(
this Evaluation Report by t
product(s), the Quality As:
Evaluation Report relative
ADVERTISEMENT: The Evalm
advertising literature. If al
INSPECTION: Upon request,
its distributors and shall be
This Evaluation Report con
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, i
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not h
distributing products it eval
2. NEMO ETC, LLC is not owne
3. Robert Nieminen, P.E. does
which the evaluation report
A. Robert Nieminen, P.E. does
product.
S. This is a building code evalu:
on which this Evaluation Rel
for that purpose.
in accordance with the requirements of the Accredited Quality Assurance Agency noted
Evaluation Report is valid until such time as the named product(s) changes, the referenced
tation changes, or provisions of the Code that relate to the product change. Acceptance of
e named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
trance or the production facility location(s). NEMO I etc, requires a complete review of this
1 updated Code requirements with each Code Cycle.
ion Report number preceded by the words "NEMO Ietc. Evaluated" may be displayed in
portion of the Evaluation Report is displayed, then it shall be done in its entirety.
copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
ivailable for inspection at the job site at the request of the Building Official.
of pages 1 through 6, plus a 61-page Appendix.
_"
.a�r�`�-site•_•
_�: _<
DC4 ANE1983
The facsimile seal appearing was authanzed by Robert
11'a`�,.
Nleminen,P.E. on 12/06/2018. This does not serve as an
electronically signed document
te, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
ates.
, operated or controlled by any company manufacturing or distributing products it evaluates.
lot have nor will acquire, a financial interest in any company manufacturing or distributing products for
are being issued.
lot have, nor will acquire, a financial interest in any other entity involved in the approval process of the
ion. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
,rt, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
ROOFING SYSTEMS
NNEMOIetc.
Product Category; Roofiin
g
Sub -Category: Modified Bitumen Roof Systems
Compliance State ent: Flintlastic® Modified Bitumen Roof Systems, as produced by CertainTeed Corporation,
have demonstrated compliance with the following sections of the 5th Edition (2017) Florida Building Code through
testing in accordan a with the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Condit Ions of Use set forth herein.
Section
Pro a
Standard
Year
1504.3.1
1504.7
Wind
FM 4474
2011
1507.11.2
Impact
Physical Properties
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6162
ASTM D6163
200808
1507.11.2
Physical Properties
ASTM D6164
2008
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
ntl
Examination
Reference
ERD (TST6049)
ERE) (TST6049)
FM 4470
3504.06.01-1
Date
Date 2001
06/05/2001
ERD (TST6049)
FM 4470
FM 4470
3513.08.02
3513.08.02
ERD (TST6049)
FM 4470
03515.07.03
3S19.12.03
07/22/2003
ERD (T5T6049)
FM 4470/4474
3522.07.04
12/22/20D3
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
02843.02.05-11
07/28/2004
02/30/2005
ERD ITST6049
FM 4470/4474
FM 4470/4474
3533.01.06
01/06/2006
ERD (TST6049)
Physical Properties
4674.11.01-1
3535.10.06
03/21/2006
ERD TST6049)
ERD (TST6049)
FM 4470/4474
3521.07.04-R1
10/31/2006
10/26/2007
ERE) (T5T6049)
FM 4470/4474
FM 4470/4474
02764.09.05-R1
12/10/2007
ERD (TST6049)
Physical Properties
02762.03.05-R1
C7290.01.08
22/10/2007
ERD (TST6049)
Physical Properties
C300800908
/16 /2008
Ol/16/2008
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
..
C8370.08.08-R1
0
10/03/2009
ERD (T5T6049)
FM 4470/4474
FM 4470/4474
P6860.06.07-R1
09/10/2009
ERD (TST6049)
FM 4470/4474
C30330.12.09
C30560.03.10
12709
/1/20 09
12/1/2020
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
C31420.08.30
09/22/2010
ERD (TST6049)
FM 4470/4474
FM 4470/4474
C33980.12.10
12/22/2010
ERD (TST6049)
TA5117R), Rupture
C33830.02.11
C35500.02.11
02/08/2011
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
C37820.07.12
02/09/2011
07/24/2012
ERD (TST6049)
FM 4470/4474
Physical Properties
C37830.07.12
07/26/2012
ERD (TST6049)
FM 4470/4474
C42110.08.12
C39670.08.12
08/13/2012
ERD(TSr6049) 6049)
ERD (T5T6049)
FM 4470/4474
C42280.08.12
08/20/2012
08/20/2012
ERD (TST6049)
TAS 117(A)
FM 4470/4474
A35880.04.12-R1
/26 /2012
3010/2/201
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
C4458007.13
.
C46090.11.13-A
11/20/2013
ERD (TST6049)
FM 4470/4474
FM 4470/4474
C45620.03.14
06/19/2014
ERD (TST6049)
FM 4470/4474
C46760.06.14
C47320,03.14R3
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
CTR-SC8995.30.35
04/01/2015
10/14/2025
ERD (TST6049)
FM 4470/4474
FM 4470
CrR-SC9935.01.16
01/14/2016
01/20/2016
ERD (TST6049)
FM 4470/4474
CTR-SC10420.01.16
RR-SC30420.01.16
ERD (TST6049)
ERD (TST6049)
FM 4470/4474
CrR-SC9175.09.16-1
01/25/2016
Ol/25/2016
09/06/2016
ERD (TST6049)
FM 4470/4474
FM 4470/4474
CTR-SC9175.09.16-1
09/06/2016
CrR-SC11590.08.16-R1
09/06/2015
NEMO ETC, LLC
CertliiCote ofAuthorimtiun p324S5
6o' EDITION (2017) FBC NON-HVH2 EVALUATION
Evaluation Report 3520.03.04-R22
CertainTeed Flintlastic' Modified Bitumen
Roof Systems; 610 651-5847
y ( 1
FL/06/2018
Revision 22: 12/O6/2018
Page 2 of 6
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a
N
b
This Evaluation
CertainTeed Coi
following Certaii
TYPE
Base Sheets
Ply Sheets
Base/Ply Membranes
Cap Membranes
Base/Ply Membranes
Cap Membranes (SBS)
NEW ETC, LLC
Certif'rote of Authorization 432455
art covers Flintlastic° Modified Bitumen
Roof Systems installed
in accordance with
ion published installation instructions and the Limitations / Conditions
of Use herein. The
products make up the subject systems.
o' o�
a •as
... .
PRODUCT
SPECIFICATION
Flintlastic° SA NailBase
REFERENCE
GRADE
TYPE
Glasbase— Base Sheet
ASTM D4601'
N/A
11
ASTM D4601
N/A
II
All Weather/Empire'" Base
ASTM D4601
N/A
II
FlexiglasTM Base
ASTM D4601
N/A
II
FlintlasticTM Base 20
ASTM D4601
N/A
II
Flintlastic Poly SMS Base Sheet
ASTM D4601
N/A
II
co APP Base T
ASTM D6509
N/A
N/
STA
ASTM D6222
S
:0 STA Plus
ASTM D6222
S
I
:® STA
ASTM D6222
5
I
:® STA Plus
ASTM D6222
S
I
GTA
ASTM D6222
G
I
:® GTA CoolStar-
ASTM D6222
G
I
'® GTA-FR
ASTM D6222
G
I
GTA-FR CoolStar—
ASTM D6222
G
7 SA PlyBase
ASTM D1970
N/A
N/,
nond®Base Sheet
°
ASTM D1970
N/A
N/i
SA Mid Ply
ASTM D6163
5
1
° Ultra Glass SA
ASTM D6163
5
' Base 20
ASTM D6163
S
I
° Base 20 T
ASTM D6163
5
1
'Ultra Poly SMS Base Sheet
ASTM D6164
5
I
FR Dual Cap
ASTM D6162
G
SA Cap FR
ASTM D6163
G
I
SA Cap FR CoolStar-
ASTM D6163
G
I
Cap 30
ASTM D6163
G
I
Cap 30 CoolStarTM
ASTM D6163
G
I
FR Cap 30
ASTM D6163
G
I
FR Cap 30 CoolStar-
ASTM D6163
G
I
FR Cap 30T
ASTM D6163
G
I
FR Cap 30 T CoolStar-
ASTM D6163
G
I
SA Cap
ASTM D6164
G
SA Cap CcolStar'"
ASTM D6164
G
I
FR-P
ASTM D6164
G
I
FR-P CoolStar'"
ASTM D6164
G
I
GMS
ASTM D6164
G
I
GMS CoolStarTM
ASTM D6164
G
GTS
ASTM D6164
G
B
GTS CoolStar-
ASTM D6164 _
G
II
6'"EOITION(2017)FBC NON-HVHZ EVALUATION Evaluation Report 3520L2533-R22
-1121
Flintlastic° Modified Bitumen Roof Systems; (5101651-5847 Revision 22: 22/06/2018
Page 4 of 6
ONEMOletc.
5.1 This is a building c Dde evaluation. Neither NEMOietc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any pr 'ect on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance ul iless retained specifically for that purpose.
5.2 This Evaluation Re 3ort is not for use in HVHZ jurisdictions.
5.3 Refer to a current JL Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck instillations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members
shall be in accord 3nce with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load
resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5.6 For recover installz tions, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically a tached insulation or membrane or strip -bonded insulation, the maximum design pressure for
the selected assem Ayshall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter
16. 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 ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29,
Roofing Applicatio 1 Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an
asterisk" carry the imitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)
for Zone 2/3 enhan ements.
5.8 For assemblies wit all components fully bonded in place, the maximum design pressure forthe selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis
is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdraw I resistance. A qualified design professional shall review the data for comparison to the
minimum requirem nts for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing
Application Standa d TAS 105.
5.10 For bonded insulat on or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or exi ting roof surface shall be examined for compatibility with the adhesive to be installed. If any
surface conditions 2xist that bring system performance into question, field uplift testing in accordance with
ANSI/SPRI IA-1, AS M E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall
be conducted on inii ck-ups of the proposed new roof assembly.
5.11 For bonded insulal
be capable of res
Jurisdiction, as do(
Sheet 1-52 or Test
5.12 Metal edge attach
Chapter 16 and tes
except the basic wi
5.13 All products in the
n or membrane over existing substrates in a recover installation, the existing roof system shall
ing project design pressures on its own merit to the satisfaction of the Authority Having
vented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
1 Application Standard TAS 124.
-nt (except gutters), shall be designed and installed for wind loads in accordance with FBC
J for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
I speed shall be determined from FBC Figure 1609.3(1),1609.3(2) or 1609.3(3).
:)f assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
NEMO ETC, LLC
Cedifcote of Authorization 432455 6TM EDITION (2017) FBC NON-HVH2 EVALUATION Evaluation Report 3520A3A4-R22
CertalnTeed Flintlasti& Modified Bitumen Roofs stems; 610 651-5847 FL2533-R21
Y I ) Revision 22: 12/06/2018
Page 5 of 6
6.1 Flintlastie Moc
published install;
6.2 System attachmi
Pressure is the n
passing pressure
1609 for determi
As required by the
this product.
Contact the named
UL, LLC.—
NEMO ETC, LLC
CeAYJT[ Of AuthoNrotion#32455
t
ON EMO I etc.
Id Bitumen Roof Systems shall be installed in accordance with CertainTeed Corporation
in instructions, subject to the Limitations / Conditions of Use herein.
requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
It of testing for wind load resistance based on allowable wind loads, and reflects the ultimate
,ided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC
Ion of design wind loads.
or Authority Having Jurisdiction in order to properly evaluate the installation of
anufacturing facilities covered by F.A.C. Rule 61G20-3 OA requirements.
(414) 248-6409, karen.buchmann@us.ul.com
61-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
15 'EDITION (2017) FBC NON-HVHZ EVALUATION
Flintlasti& ModiOed Bitumen Roof Systems; (610) 6SI-5847
Evaluation Report 3520.03.041122
FL2533-R21
Revision 22:12/06/201a
Page 6 of 6
MR
^"•
SA
uccn
Wood
APPLICATION
TYPE
DESCRIPTION
PAGE
New or Reroof (Tear -off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-7
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
7
iC
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8-9
3E-1
Wood
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
10-12
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13-15
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
16-17
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
17
18-20
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
21-25
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
26-28
3B
Structural concrete
New or Reroof (Tear -Oft)
A-3
Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover
29-36
36
3C
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
4A
Lightweight concrete
New or Reroof(Tear-Off)
A-1
Bonded Insulation, Bonded Roof Cover
37
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
38-41
4C
Lightweight concrete
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
42
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Banded Insulation, Bonded Roof Cover
4346
5B
Cementitious wood fiber
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
47
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
48
5D
Cementitious wood fiber
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
49
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
49
68
Existing gypsum
Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50-52
52-53
6C
Existing gypsum
Reroof (Tear -Off)
C
Mech. Attached Insulation, Bonded Roof Cover
6D
Existing gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
53
54
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 55-61
70 Various Recover F Non -Insulated, Bonded Roof Cover 61
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof
deck shall be documented through proper codified and/or FBCApproval documentation.
2. Unless otherwise noted, fasteners and stress plates for Insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Y Wood Deck: OMG P14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 In. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast #14 Fastener with FlImPast 3" Insulation Plates. Minimum 0.75-Inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: OMG #12 or 414 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG 412 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round
Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-Inch steel penetration and
engage the top flute of the steel deck.
Y Structural Concrete: OMG 414 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 In. Galvalume Steel Plate, Dekfast #14 or Dei(Splke with Hex Plate or 3" Round Insulation
Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-Inch embedment. Fasteners installed with a pilot
hole In accordance with the fastener manufacturer's published installation instructions.
NEMO ETC, LLCEvaluation Report 3520.03:04-R22 for FL2533-R21
Certificate of Authorization 432455 0EDITION (2017) FBC NON-HVNZ EVALUATION Revision 22: 12/06/2018
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 61
3. Unless otherwise noted, Insulation may be any one layer or combination of of isoc NNEMOletc.
of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBCtChaptert26, wh n instaledbwith the roof cooard, peflite, ve Roc RooF Board orgypsum-based roofboard that meets the QA requrements
4. Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for, or installed beneath rigid insulation board far System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet screws and plates are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck
listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall bedocumented through proper
codified and/or FBC Approval documentation.
S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted In the manufacturer's published Instructions.
➢ Hot asphalt (HA): Full coverage at 25-30lbs/square
➢ - Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-Inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the loyerbelow.
D Dow INSTA-STIK Quik Set Insulation Adhesive (0-15): Continuous 0.75 to 1 Inch wide ribbons,12-Inch o.c.
➢ ICP Adhesives Polyset BOARD -MAX: Continuous 3-inch ribbons, 12-Inch o.c.
➢ ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons,12-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c.
Y Millennium PG-1 Pump Grade Adhesive (M-PG3): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c.
D OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot)
D Note: When multiple loyers(s) of insulation and/or coverboard are Installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer.
➢ Nate: The maximum edge distancefrom the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather If MDP listing below meets or exceeds that listed for a particular system In the tables, then the
thinner board listed below may be used as a drop -in for the equivalent thicker material listed In the table:
➢ Ashland Pliodeck (A-PD) @ 12-Inch o.c. MDP -105.0 psf (Min. 1.D-inch)
D Ashland Pliodeck (A-PD) @ 6-Inch o.c. MDP -277.5 psf (Min. 1.0-Inch)
➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-15): MDP -120.0 psf (Min. 1.0-Inch)
➢ ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min. 1.0-Inch)
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-Inch)
➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min. 1.0-inch)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch Multi -Max FA3)
D OMG OIyBond 500(08500): MDP -187.5 psf (Min. 0.5-Inch ISO 95+GL)
D OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch ENRGY 3)
D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch ACFoam II)
Banded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insubtian the rn xImum-desi
Chapter 15 and ones 2 and 3 shall employ an attachment density designed by a qualified designsprou fesslo al to resist theelevatedshall pressure orite exceed
Commonly I design
ed pressure
methods are deterANSI/mined
In accordance FM LossPreventionwith
FBC
Data Sheet nts. 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 (January 2016) for Zone 2/3
enhancements.
30. For assemblies with all components fully bonded In place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis Is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
NEMO ETC, LLC
Certificate of Authorization #32455 ,�� Evaluation Report 3520.03.04-R22 for FL2533-R21
6 EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Revision 1, Pag 2 of 61
Appendix 1, Page 2 of 61
12. For existing substrates in a bonded recover or re -roof installation the existing Nltl EM0 etc.
x sting roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and theexisting
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing In accordance with
ANSI/SPRI M-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124.
13. For Concrete Deck or Recover Applications using System Type D, the Insulation Is optional,
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC Is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-Inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming
agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings
In new construction or re -roof (tear -off) applications Is at the discretion of the Designer of Record and Authority Having Jurisdiction.
15. Unless otherwise noted, refer to the following references for hnndpd knee
REFERENCE
BP -AA
(Baseand Ply sheets, Asphalt-Applled)
_
LAYER
Base
___._______. v,r �, •"s•wuom appucauons.
, •, ,•MATERIALe
Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20
APPLICATION
Hot asphalt at 20-40lbs/square
Ply
One or more Fllntglas Ply 4; Flintelas Premium Ply 6
BP-AA2
(ease, spot-MPhalt-APPlled)
Base
Yosemite Venting Base
Hat asphalt in 24-Inch diameter spots in
30-Inch grid pattern
BP-AA3
(Base, Spot -Asphalt -Applied)
Base
Yosemite Venting Base
Hot asphalt in 9-Inch diameter spots in grid
pattern noted herein.
BP-AA4
(Base, SMp-Asphalt-Applled)
Base
Yosemite Venting Base
Hot asphalt in 9-Inch wide ribbons spaced
as noted herein,
BP-CA2
BP-CA3
SBS-AA
ISBS,Asphalt-Applled)
Base/Ply
Base /Ply
Base
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20
FIIntlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Henry gAdhesive at gal/square
Millenniumlum Hurricane Force Membrane
Adhesive, beads spaced 6-Inch o.c.
Hot asphalt at 20-40lbs/square
Ply
One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Cap
Flintlastic Cap 30, Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR
Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar,
FIIntlastic EMS; Flintlastic EMS CoolStar
SBS-CAI
585,{gdAppiled
Base
Flintlastic Base 20; FIIntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
FeBrush
Process Modified Bitumen Adhesive Brush
Grade at 1 gal/square
Note:
Base ply cures overnight prior to application of the ply or cap ply.
IMlastle-Base-2B,YiintlaslicPoty-SNt In as lc Ultra Poly 5M5 Base
Cap
Flintlastic FR Cap 30, Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P
CoolStar, FIIntlastic Premium FR-P; FIIntlastic Premium FR-P Coolstar, Flintlastic GMS; Flintlastic GMS CoolStar
SBS-CA2
ISM, ram-Applled)
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Henry #903 Adhesive at 1.5 gal/square.
-
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Cap
Flintlastic Cap 30; Flintlastic Cap 30 Coolstar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR
Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
NEMO ETC, LLC
Certificate of Authorization g32455 .B Evaluation Report 3520.03.04-R22 for FL2533-R21
6 EDITION (2017) FBC NON-HVH2 EVALUATION
Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Revision 22:
Appendix 1, Page age 3 3 of of 61 61
16. V
17. "F
n
4
IMEMO j etc.
MATERIAL
APPLICATION
intlastic Base 20 Flintlastic Poly5M5 Base; Flintlastic Ultra Poly SMS Base
=��IdApplled)Cap
intlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
ISM,
intlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; FI(ntlastic FR
Millennium Hurricane Force Membrane
ual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;Adhesive,
beads spaced 6-Inch o.c.
intlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS-TA
Ply
One or more Flintlastic Ultra Poly SMS Base, Flintlastic Base 20 T
(SBs, Torch -Applied)
Torch -Applied
Cap
Flintlastic FR Cap 30 T, Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS Coo [Star, Flintlastic GTS-FR;
Fllntlastic GTS-FR CoolStar, FlintClad
APP TA
Base
One or mare Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
IACP, Torch -Applied)
Torch -Applied
Cap
Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR
CoolStar
SBS-SA-H
Base/Ply
Black Diamond Base Sheet; Flintlastic Ultra Glass SA
ISM Self-Mhering, Hybric!S stems[ I
Self -Adhering
SBS-SA
Base
Flintlastic SA PIyBase; Flintlastic SA Mid Ply
pl y
Flintlastic SA PI Base; Flintlastic SA Mid Ply
Y
(sas, Sell -Adhering)
Self -Adhering
Cap
Flintlastic SA Cap; Flintlastic SA Cap CoolStar, Flintlastic SACap FR; Fllntlastic SACap FR CoolStar
��•_�.,.�..�.m a, wu uecrt rouowee ov
OPTION
PRIMER
----------,- ----•••••e•••—• .....,eaerm me lvlur listings Delow,
VAPOR BARRIER
vs. those In Table 3A applies:
B
INSULATION ADHESIVE
MOP(PSFI
TYPE
ATTACH
VB-1.
FIIntPrime
Fllntlastic PIyBase
VB-2.
FIIntPrime
Fllntlastic G7A
GT
Self -adhering
OB500, 12-Inch o.c.
-82.5
V03..
Flintlas[fc Base 20 T, Flintlastic FR Cap 30 T or Flintlastic GTS
Torch -applied
M-OSFA or M-PG1, 12-inch o.c.
-420.0
_FIIntPrime
Torch -applied
M-OSFA or M-PG1,12-Inch o.c.
-4 55.0
Design Pressure is the result of testing forwlnd load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
NEMO ETC, LLC
Certificate of Authorization g32455 n, Evaluation Report 3520.03.04-R22 for FL2533-R21
6 EDITION (2017) FBC NON-HVH2 EVALUATION Revision 22: 12/06/2018
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic- Modified Bitumen Roof Systems; (610) 651-5947
Appendix 1, Page 4 of 61
System
Deck
-' ° •' '
No.
(Note 1)
Base Sheet
Base
Glashase; Flexiglas; Flindastic
Fasteners
Flintfast 3 in. Insulation Plates with
Attach
W 89
Min. 15/32-Inch plywood
at max 24-Inch spans
Base 20; Poly 5MS Base; Ultra
Poly SMS Base; Yosemite Venting
FIIntFast #12 or H34; Trufast 3" Metal
Insulation
6-Inch o.c. at 4-Inch lap and 64nch O.C. In three
Base
Plates with DP or HD; OMG 3
(3), equally spaced, staggered center rows
in. Round Metal Plates with OMG H14 HD
W_90
Min. inch plywood
at max 24-Inch-Inch spans
Flintlastic APP Base T
OMG 3 in. Round Metal Plates with OMG
6-Inch o.c. at 4-Inch lap and Finch o.c. In three
-
Glasbase; Flexiglas; Flintlastic
HS4 HD
(3), equally spaced, staggered center rows.
W-91
MIn. 15/32-Inch plywood
Base 20; All Weather/Empire
Flintfast 3 in. Insulation Plates with
at max 24-Inch spans
Base; Poly SMS Base; Ultra Poly
FlintFast H34; Trufast 3" Metal Insulation
8-Inch O.C. at 4-Inch lap and 8-Inch o.c. at three
SMS Base; Yosemite Venting Base
Plates with Trufast HD
(3) equally spaced, staggered center rows
Glasbase; Flexiglas; Flintlastic
W_92
Min. 19/32-inch plywood
Base 20, Poly SMS Base; Ultra
at max 24-Inch spans
Poly SMS Base; Yosemite Venting
Note 2
7-inch o.c. at 3-Inch lap and 7-Inch o.c. (n three
Base
(3), equally spaced, staggered center rows
W 93
Min, 19/32-Inch plywood
OMG 31n. Round Metal Plates with OMG
at max 24-Inch spans
Flintlastic APP Base T
H34 HD or Dekfast Hex Plate with Dekfast
7-Inch o.c. at 3-Inch lap and 7-Inch o.c. In three
914
(3), equally spaced, staggered center rows
W_94
Min. 15/32-Inch plywood
Glasbase; Flexiglas; Flintlastic
Base 20; Poly SMS Base; Ultra
Flintfast 3 In. Insulation Plates with
FlintFast H32 or 414; Trufast 3" Metal
at max 24-Inch spans
Poly SMS Base; Yosemite Venting
Insulation Plates with DP or HD; OMG 3
6-Inch o.c. at 4-Inch lap and 6-inch o.c. in four
(4), equally spaced, staggered center
Base
In. Round Metal Plates with OMG H14 HD
rows
W 95
Min. x 24-I Inch plywood
at max 24-inch spans
Flintlastic APP Baser
OMG 3 In, Round Metal Plates with OMG
6•inch o.c. at 4-Inch lap and 6-Inch o.c. in four
COtn-APPLIED
SYSTEMS:
Hi4 HD
(4), equally spaced, staggered center rows.
Note and MOP
Cap (Psfl
(Optional) BP-
AA, SBS-AA,
SBS-AA,SBS-
SBS-TA or
TA or APP-TA
-97.5
APP-TA
APP-TA
APP-TA
-97.5
(Optional) BP-
AA, SBS-AA or
5BS-AA or
-97.5
SBS-TA
5BS-TA
BP -AA, SBS-
AA, 5BS-TA or
SBS-AA, SBS-
-105.0
APP-TA
TAorAPP-TA
APP-TA I APP-TA I -105.0
(Optional) BP -
AA, 5BS-AA,
SBS-AA, SBS-
SBS-TA or
TAor APP-TA
-127.5
APP-TA
APP-TA
APP-TA
.127.5
Glasbase; Flexiglas Base;
Pl
Flintlastic Base 20; l Weather . nsution ates with
W_96 Min. 15/32-Inch plywood Al / Flintfast 3InIla8-Inch o.c. at 4-Inch la and 8-Inch o.c. In three (Optional)
at max 24-Inch spans Empire Base; Yosemite Venting Flin[Fast H12 or H14; Trufast 3" Metal p (O Clonal
Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD (3), equally spaced, staggered center rows 5BS-CA1 SBS-CA3
Flintlastic Ultra Poly SMS Base
System Deck
No. (Note 1)
W-97 Min. 15/32-Inch plywood at max 24-inch
W98 Min. 15/32-Inch plywood at max 24-inch
Primer Roof Cover
Base Ply
FlintPrime or FIIntPdme SA SBS-SA-H I (Optional) 5BS-TA APP
FIIntPdme or FIIntPdme SA 5BS-SA I (Optional) SBS-SA
SBS-TA, APP-TA
SBS-SA
-52.5
MOP (psf)
-112.5
127.5
NEMO ETC, LLC
Certificate of Authorization H32455 m EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report 3520.03.04-R22 for FL2533-R21
6
Prepared by: Robert Nleminen, PE-59166 CertalnTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Revision 22: Page
17 of 61
Appendix 1, Page 17 of 61