HomeMy WebLinkAboutCREEK TECHNICAL PAPPERSCREEK
TECHNICAL SERVICES, LLC
SCANNED
(APPROVED ASSEMBLIES( BY
IINSTALLATIONI; INOMENCLATUREI `St' Lucie County
Johns Manville Corporation
SBS Modified Roofing Systems
APPENDIX B
Mechanically Fastened Ll htwelghEConcrete
Assemblies over Concrete Deck New or Existin
)
System
Vapor
LWIC
Base Sheet or
Base Sheet or Insulation
Ply Sheet
Cap Sheet
MDP
No.
Barrier
Insulation
Attachment
s
Min. 414 psi
Celcore MF with
Min. 1.8-inch Twin-Loc Nails and
OPTIONAL
CA SBS BUR Ply,
CA SBS Cap;
LC-M-13
OPTIONAL
HS Rheology
DynaFast 180 S
Straight Line Batten Bar spaced 6-
HA SBS BUR Ply; or
HA SBS Cap;
-im.5
SBS TA VB
Admixture
inch o.c. within the 4-inch wide heat
TA SBS Ply
or SBS Cap
(Lim. 7)
and Celcore S-1
welded side laps
Min. 4-inch side laps)
-i
(Min. 4-Inch side laps)
Min. 414 psi
Min. 1.7-inch JM LWC CR Base
-60
OPTIONAL
Celcore MF with
Fastener installed 12-inch o.c. in 4
(Lim.
LC-M-14
SBS TA VB
HS Rheology
MA Base 2
Inch side laps, 12-inch o.c. in two (2)
TA SBS Ply
TA SBS Cap
Non
Non -
Admixture Admixture and
equally spaced, staggered rows in the
HVHZ)
Celcore S-1
field
Min. 200 psi
PermaPly 28
Min. 1.7-inch LWC Base Sheet
Fastener installed 7-inch o.c. in 3-inch
OPTIONAL
_
SBS SBS Cap or
-60
LC-M-15
_
go
HA SBS BUR Ply it
Meadcrete
side laps, 7-inch o.c. in two (2) equally
or TA SBS Ply
TA SBS Cap
(Lim. 7)
spaced. staggered rows in the field
Min. 475 psi
DynaFast 180 HW,
Min. 1.8-inch Twin-Loc Nails and
OPTIONAL
LC-M-16
OPTIONAL
Celcore MF with
DynaFast 180 S or
Straight Line Batten Bar spaced 6-
TA SBS Ply
TA SBS Cap
-60
SBS TA VB
HS Rheology
DynaFast 250 HW
inch o.c. within the 4-inch wide heat
(Min. flinch side laps)
(Min. 4-inch side laps)
(Lim. 7)
Admixture
welded side laps
OPTIONAL
Min. 400 psi
DynaFast 180 HW,
Ali Purpose Fasteners and High Load
OPTIONAL
TA SBS Cap
LC-M-17
SBS TA VB
Elastizell with
or DynaFast 250
Plates spaced 12-Inch o.c. within min.
TA SBS Ply
4-inch side laps)
(-60
Lim.
(LIm. 7)
Zell -Crete Fibers
HW
5-inch heat welded side laps
Min. 4-inch side laps)(Min.
OPTIONAL
CA SBS Cap;
OPTIONAL
Min. 400 psi
All Purpose Fasteners and High Load
CA SBS BUR Ply,
HA SBS Cap;
LC-M-18
SBS TA VB
Elastizell with
DynaFast 180 S
Plates spaced 12-inch o.c. within min.
HA SBS BUR Ply; or
or TA SBS Cap
(-60
(Lim. 7)
Lim.
Zell -Crete Fibers
5-inch heat welded side laps
TA SBS Ply
(Min. 4-inch side laps)
Min. 4-inch side laps
Min. 475 psi
Min. 1.8-inch Twin-Loc Nails and
OPTIONAL
CA SBS BUR Ply,
CA SBS Cap;
LC-M-19
OPTIONAL
Celcore MF with
DynaFast 180 S
Straight Line Batten Bar spaced 6-
HA SBS BUR Ply; or
HA SBS Cap;
-60
SBS TA VB
HS Rheology
inch o.c. within the 4-inch wide heat
TA SBS Ply
or TA SBS Cap
(Lim. 7)
Admixture
welded side laps
Min. 4-inch side laps)
(Min. 4-Inch side laps)
Min. 375 psi
Min. 1.7-inch JM LWC Base Fastener
CA SBS BUR Ply"
CA SBS Cap or
LC-M-20
OPTIONAL
Celcore MF with
PermaPly 28
Installed 6-inch o.c. in 4-inch side
laps, in
HA SBS BUR Ply; or
HA SBS Cap
-60
(Lim. 7)
SBS
HS Rheology
6-Inch o.c. three (3) equally
TA SBS Ply
TA SBS Cap
Admixture
spaced. staggered rows In the field
TF-IfiaN
Dgove
Min. 400 psi
PermaPly 28,
Min. 1.7-inch JM LWC CR Base
LC-M-21
with
GlasBase Plus,
Fastener installed 7-inch o.c. In 4-inch
HA SBS BUR Pl,• or
HA SBS Cap or
-75
AElastizell
Zell -Crete Fibers
DynaBase, or
sitle laps, 7-inch o.c. in two (2) equally
TA SBS Ply
TA SBS Cap
(Lim. 7)
Ventsulation Felt
spaced, staggered rows in the field
JMC14001.2
quality;
product
I0011FI IC1101a
•ovided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
; throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
not specifically addressed herein.
i
•,-�"�"
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Certficat1 ofAuthorization29824
No. Drive
17520 Edinburgh Drive
Edinburgh
Tampa, FL 33647
(813) 480-3421
2014 FLORIDA BUILDING CODE
Manufacturer: JOHNS MANVILLE CORPORATION
Issued November 1, 2015
P.O. Box 5108
Denver, CO 80217
(303)978-2478
www.im.com
Manufacturing Plants: Southgate, CA
Oklahoma City, OK
Macon, GA
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Modified Bitumen Roof System
Code Sections: 1504.3.1, 1504.6, 1504.7, 1507.2.9.2, 1507.6.5,
1507.10.2, 1507.11.2, 1515.1.1,
1515.1.4, 1515.2.4, 1523.1.1, 1523.6.2
Properties: Wind Resistance, Physical Properties, Impact Resistance
PRODUCT DESCRIPTION
1J
Products
Specification
Description
D naBase
ASTM D 6163
A glass reinforced SBS modified bitumen base sheet.
naBase HW
ASTM D 6163
A glass reinforced SBS modified bitumen base sheet for heat welded applications.
D naBase PR
ASTM D 6164
A polyester reinforced SBS modified bitumen base sheet.
D naBase XT -
ASTM D 6163
A glass reinforced SBS modified bitumen base or inner ply sheet.
DynaFast 180 HW
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner ply sheet for use In
heat weld applications.
DynaFast 180 S
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner ply sheet.
DynaFast 250 HIN
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner ply sheet for use in
heat weld applications.
DynaGlas
ASTM D 6163
A glass reinforced SBS modified bitumen membrane surfaced with granules.
DynaGlas 30 FR
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with
granules.
DynaGlas FR
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with
granules.
DynaGlas FR CR
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with
granules and a reflective white coating.
DynaGlas FR CR G
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with
reflective roofing granules.
DynaGlas FR XT
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with
granules.
DynaGrip Base SD/SA
ASTM D 4601
Self -adhering, Type II asphalt impregnated and coated glass fiber base sheet for
use in conventional and modified bitumen built-up roofing.
DynaKap FR T1
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with granules.
DynaKap FR T1 CR G
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with reflective roofing granules.
DynaKap FR T1 HW CR G
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with reflective roofing granules for use in heat weld applications.
DynaKap T1
ASTM D 6162
A composite reinforced SBS modified bitumen membrane surfaced with granules.
Dynal-astic 180
ASTM D 6164
j A polyester reinforced SBS modified bitumen membrane surfaced with granules.
Dynal-astic 180 FR
ASTM D 6164
1 A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules.
JM14001.2 FL17013-112 Page 1 of 6
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 product 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.
CREEK
TECHNICAL SERVICES, LLC
Johns Manville Corporation
SBS Modified Roofing Systems
Products
Specification
Description
DynaLastic 180 FIR CR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules and a reflective while coating.
DynaLastic 180 FIR CR G
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with reflective roofing granules.
D nal-astic 180 S
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner ply sheet.
DynaLastic 250 FIR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules.
DynaLastic 250 FIR CR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules and a reflective white coating.
FIR CR G
ASTM D 6164
A fire resistant. reinforced SBS modified bitumen membrane surfaced
with reflective roofing granules
S
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner I sheet.
FIRASTM
D 6162
Afire resistant, composite reinforced SBS modified bitumen membrane surfaced
ffFRHW
with rarules.
FIR
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with ranules and a reflective white coating.
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with granules for use in heat weld applications.
DynaMax FIR HW CR
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with granules and a reflective white coating for use in heat weld applications..
DynaMax FIR Plus
ASTM D 6162
A fire resistant, composite reinforced SBS modified bitumen membrane surfaced
with qranules.
DynaMax S
ASTM D 6162
A composite reinforced SBS modified bitumen base or inner ply sheet.
DynaPly T1
ASTM D 6162
A composite reinforced SBS modified bitumen base or inner ply sheet.
DynaWeld 180 S
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner ply sheet for use in
heat weld applications.
DynaWeld 250 S
ASTM D 6164
A polyester reinforced SBS modified bitumen base or inner ply sheet for use in
heat weld applications.
DynaWeld Base
ASTM D 6163
A glass reinforced SBS modified bitumen base sheet for heat welded applications.
DynaWeld Cap 180 FIR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with itranules for use in heat weld applications.
DynaWeld Cap 180 FIR CR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules and a reflective white coating for use in heal weld applications.
DynaWeld Cap 250
ASTM D 6164
A polyester reinforced SBSmodified bitumen membrane surfaced with granules
for use in heal weld applications.
DynaWeld Cap 250 FIR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules for use in heat weld applications.
DynaWeld Cap 250 FIR CR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
with granules and a reflective while coating for use in heat weld applications.
DynaWeld Cap 250 FIR CR
ASTM D 6164
A fire resistant, polyester reinforced SBS modified bitumen membrane surfaced
G
with reflective granules for use in heat weld applications.
DynaWeld Cap FIR
ASTM D 6163
Afire resistant, glass reinforced SBS modified bitumen membrane surfaced with
granules for use in heat weld applications.
DynaWeld Cap FIR CR
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with-
ranules and a reflective white coating for use in heal weld applications.
DynaWeld Cap FIR CR G
ASTM D 6163
Afire resistant, glass reinforced SBS modified bitumen membrane surfaced with
reflective roofing granules for use in heat weld applications.
DynaWeld Cap FIR XT
ASTM D 6163
A fire resistant, glass reinforced SBS modified bitumen membrane surfaced with
ranules for use in heat weld applications.
GlasBase Plus
ASTM D 4601
Type II asphalt impregnated and coated glass fiber base sheet for use in
conventional and modified bitumen built-up roofing.
GlasKap
ASTM D 3909
A mineral surfaced, asphalt coated, fiberglass cap sheet.
GlasKap CR
ASTM D 3909
A white mineral surfaced, white acrylic coated, fiberglass cap sheet.
GlasPly IV
ASTM D 2178
Type IV asphalt impregnated glass felt for use in conventional and modified
bitumen built-up roofing.
GlasPly Premier
ASTM D 2178
Type VI asphalt impregnated glass felt for use in conventional and modified
bitumen built-u roofin .
PennaPly 28
ASTM D 4601
Type II asphalt impregnated and coated glass fiber base sheet for use in
conventional and modified bitumen built-up roofing.
Ventsulation Felt
ASTM D 4897
Heavy duty fiber glass base sheet impregnated and coated on both sides with
asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with
coarse mineral granules embedded in asphaltic coating.
JM14001.2 FL17013-R2 Page 2 of 6
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 product 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.
CR E E K
fC f�
TECHNICAL SERVICES, LLC
REFERENCES
Johns Manville Corporation
SBS Modified Roofing Systems
iuk
Report No.
Standards (Year)
Atlantic & Caribbean Roof Consulting, LLC (TST4671)
ACRC 06-003
TAS 114 (1995')
Atlantic & Caribbean Roof Consulting, LLC (TST4671)
ACRC 06-005
TAS 114 (J) (1995)
Atlantic & Caribbean Roof Consulting, LLC (TST4671)
ACRC 06-009
TAS 114 (D) (1995 )
Atlantic & Caribbean Roof Consulting, LLC (TST4671)
ACRC 07-014
TAS 114 (1995')
Atlantic & Caribbean Roof Consulting, LLC (TST4671)
ACRC 14-035
TAS 114 (1995)
IRT-ARGON (TST5296)
02-011
TAS 114 (J) (1995)
IRT-ARCON (TST5296)
02-026
TAS 114 (J) (1995)
FM Approvals (TST1867)
OW6A2.AM
FM 4470 (1992)
FM Approvals (TST1867)
OXOA9.AM
FM 4470 (1992)
FM Approvals (TST1867)
OX7A4.AM
FM 4470 (1992)
FM Approvals (TST1867)
OZ8A9.AM
FM 4470 (1992)
FM Approvals (TST1867)
107A4.AM
FM 4470 (1992)
FM Approvals (TST1867)
3000949
FM 4470 (1992)
FM Approvals (TST1867)
3001457
FM 4470 (1992)
FM Approvals (TST1867)
3001482
FM 4470 (1992)
FM Approvals (TST1867)
3001629
FM 4470 (1992)
FM Approvals (TST1867)
3006346
FM 4470 (1992)
FM Approvals (TST1867)
3007148
FM 4470 (1992)
FM Approvals (TST1867)
3009499
FM 4470 (1992)
FM Approvals (TST18"
-
3011248
FM 4470 (1992)
FM Approvals (TST1867)
3012064
FM 4470 (1992)
FM Approvals (TST1867)
3012974
FM 4470 (1992)
FM Approvals (TST1867)
3014090
FM 4470 (1992)
FM Approvals (TST1867)
3020600
FM 4470 (1992)
FM Approvals (TST1867)
3020703
FM 4470 (1992)
FM Approvals CTST1867)
3026130
FM 4470 (1992)
FM Approvals (TST1867)
3026151
FM 4470 (1992)
FM Approvals (TST1867)
3036559
FM 4470 (1992)
FM Approvals (TST1867)
3037222
FM 4470 (1992)
FM Approvals (TST1867)
3037540
FM 4470 (1992)
FM Approvals (TST1867)
3040986
FM 4470 (1992)
FM Approvals (TST1867)
3043824
FM 4470 (1992)
FM Approvals (TST1867)
3046174
FM 4470 (1992)
FM Approvals (TST1867)
3D4A4.AM
FM 4470 (1992)
FM Approvals (TST1867)
3054150
FM 4470 (1992)
PRI Construction Materials
Technologies (TST5878)
JMC-065-02-01
ASTM D 6163 (2000(2008))
PRI Construction Materials
Technologies (TST5878)
JMC-066-02-01
ASTM D 6163 (2000(2008))
PRI Construction Materials
Technologies (TST5878)
JMC-070.02-01
ASTM D 2178 (2004)
PRI Construction Materials
Technologies (TST5878)
JMC-071-02-01
ASTM D 2178 (2004)
PRI Construction Materials
Technologies (TST5878)
JMC-072-02-01
ASTM D 4601 (2004)
PRI Construction Materials
Technologies (TST5878)
JMC-074-02-01
ASTM D 4897 (2001)
PRI Construction Materials
Technologies (TST5878)
JMC-075-02-04.2
TAS 110 (2000); ASTM D 6164 (2005el);
ASTM G 155 (2005a)
PRI Construction Materials
Technologies (TST5878)
JMC-078-02-01
TAS 110 (2000); ASTM D 6298 (2005el);
ASTM G155 (2005a)
PRI Construction Materials
Technologies (TST5878)
JMC-081-02-01.02
TAS 117 (B & C) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-091-02-01
ASTM D 4601 (2004)
PRI Construction Materials
Technologies (TST5878)
JMC-093-02-01
ASTM D 4601 (2004)
PRI Construction Materials
Technologies (TST5878)
JMC-096-02-01
TAS 117 (A & B) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-105-02-01
TAS 110 (2000); ASTM D 6162
(200OA(2008)); ASTM G 155 (2005a)
PRI Construction Materials
Technologies (TST5878)
JMC-106-02-01
ASTM D 6164 (2005el)
PRI Construction Materials
Technologies (TST5878)
JMC-107-02-01 Rev 4
ASTM D 903 (1998(2010)); ASTM D 1876
(2008); ASTM D 5147 (2011a); TAS 117(A & B)
(1995); TAS 114(C) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-107-02-01 Rev 5
ASTM D 5147 (2011 a); ASTM D 4073; TAS
117(A & B) (1995); ASTM D 903 (1998(2010));
ASTM D 1876 (2008); TAS 114 (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-108-02-01
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-113-02-01
ASTM D 6164 (2005el)
PRI Construction Materials
Technologies (TST5878)
JMC-114-02-01
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-11 B-02-02
FM 4474 (C) (2004); TAS 114 (C) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-131-02-01
FM 4474 (B) (2004); TAS 114 (D) (1995)
PRI Construction Materials
Technologies (TST5878)
JMC-132-02-01
FM 4474 (B) (2004); TAS 114 (D) (1995)
JM14001.2
FL17013-R2
- Page 3 of 6
This evaluation report is provided for State of Florida product approval under Rule 61G20-0. The manufacturer shall notify CREEK
Technical Services, LLC of any product 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.
a
C CREEK
II Johns Manville Corporation
G E K SBS Modified Roofing Systems
TECHNICAL SERVICES, LLC
ED&
Report No.
Standards (Year)
PRI Construction Materials Technologies (TST5878)
JMC-141-02-01
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials Technologies (TST5878)
JMC-168-02-01
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials Technologies (TST5878)
JMC-171-02-01
ASTM D 6163 (2000(2008))
PRI Construction Materials Technologies (TST5878)
JMC-171-02-02
ASTM D 6163 (2000(2008))
PRI Construction Materials Technologies (TST5878)
JMC-171-02-03
ASTM D 6164 (2005el)
PRI Construction Materials Technologies (TST5878)
JMC-171-02-04
ASTM D 6163 (2000(2008)); TAS 110 (2000);
ASTM G 155 (2005a)
PRI Construction Materials Technologies (TST5878)
JMC-171-02-07
ASTM D6164 (2005e1); TAS 110 (2000);
ASTM G 155 (2005a)
PRI Construction Materials Technologies (TST5878)
JMC-171-02-10
ASTM D 6162 (2000A(2008))
PRI Construction Materials Technologies (TST5878)
JMC-171-02-11
ASTM D 6164 (2005el)
PRI Construction Materials Technologies (TST5878)
JMC-222-02-01
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials Technologies (TST5878)
JMC-222-02-02A
UL 1897 (2004)
PRI Construction Materials Technologies (TST5878)
JMC-222-02-02
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials Technologies (TST5878)
JMC-225-02-01
FM 4474 (B) (2004)
PRI Construction Materials Technologies (TST5878)
JMC-234-02-01
ASTM D 6162 (2000A(2008)); ASTM D 5147
(2011 a); TAS 110 (2000)
PRI Construction Materials Technologies (TST5878)
JMC-234-02-02
ASTM D 6163 (2000(2008)); ASTM D 5147
(2011a); TAS 110 (2000)
PRI Construction Materials Technologies (TST5878)
JMC-234-02-03
ASTM D 6163 (2000(2008)); TAS 110 (2000)
PRI Construction Materials Technologies (TST5878)
JMC-234-02-05
ASTM D 6164 (2005el); TAS 110 (2000)
PRI Construction Materials Technologies (TST5878)
JMC-222-02-04
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials Technologies (TST5878)
JMG-227-02-01
FM 4474 (D) (2004); TAS 114 (J) (1995)
PRI Construction Materials Technologies (TST5878)
JMC-234-02-06
FM 4474 (D) (2004); TAS 114 (J) (1995)
TrinitylERD (TST6049)
00257.03.05-1
ASTM D 6162 (2000A(2008)); ASTM D 6163
(2000(2008)); .ASTM D 6164 (2005el);
ASTM D 629812005ell)
Trinity]ERD (TST6049)
02843.02.05-10
TAS 114 (1995 )
Trinity]ERD (TST6049)
02843.02.07
TAS 114 (1995)
TrinityjERD (TST6049)
10390A-10.97-1
TAS 114 (1995)
TrinityjERD (TST6049)
10390A-12.97-1
TAS 114 (19951)
TrinityjERD (TST6049)
10391.01.03
TAS 114 (1995')
TrinitylERD (TST6049)
4251.08.96-1
TAS 114 (1995')
TdnityjERD (TST6049)
J13700.05.10-1-R1
ASTM D 6163 (2000(2008)), ASTM G 155
(2005a)
TrinitylERD (TST6049)
J13700.05.10-1-R2
ASTM D 6164 (2005el); ASTM G 155 (2005a)
Tdnity[ERD (TST6049)
J17040.11.09
ASTM D 6164 (2005el)
Tr nity(ERD (TST6049)
J34190.03.11
TAS 114 (J) (19951)
TrinitylERD (TST6049)
J45020.07.13
TAS 114 (1995)
Trinity)ERD (TST6049)
J5260.03.07
TAS 114 (J) (1995)
TrinityjERD (TST6049)
J6990.12.07
ASTM D 6162 (2000A(2008)); ASTM D 6164
(2005el)
TrinitylERD (TST6049)
J7670.06.08
ASTM D 3909 (1997b(2004))
t Determined to be equivalent to FM 4470 (1992) and FM 4474 (2004).
JM14001.2
FL17013-R2
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 product 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 attdbutes that are not
specifically addressed herein.
1
CREEK Johns Manville Corporation
SBS Modified Roofing Systems
A
TECHNICAL SERVICES, LLC
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3. Foam plastic insulation shall be installed in accordance with the FBC Section 2603.4.
4. In the HVHZ, fastener spacing for insulation attachment is determined using a Minimum Characteristic Force
(F') of 275 Ibf as demonstrated via testing to TAS 105. If the field tested fastener value is below 275 Ibf,
then insulation attachment shall not be acceptable.
5. In the HVHZ, fastener spacing for base sheets or membrane attachment shall meet the minimum fastener
resistance value and the MDP for the specified assembly. It is permissible for a qualified professional to
submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAS 105 testing
and calculations performed in accordance with RAS 117 and/or RAS 137, when the fastener resistance is
found less than required.
6. In the HVHZ, if mechanical attachment through the lightweight insulating concrete to the structural deck is
proposed, a field fastener withdrawal test shall be conducted in compliance with TAS 105 to determine
equivalent or increased attachment densities. Revised fastener densities shall be submitted utilizing the
withdrawal resistance value obtained from TAS 105 testing and calculations performed in accordance with
RAS 117 and/or RAS 137.
7. For assemblies containing mechanical attachment, the allowable uplift pressure for the selected assembly
shall meet or exceed the minimum design loads as determined in accordance with the FBC Chapter 16. For
perimeter and comer roof zones 2 and 3, the attachment density may be increased by a qualified design
professional, as necessary, to meet the design pressure requirements in these areas. In the HVHZ,
calculations shall be conducted in compliance with RAS 117 and/or RAS 137. Outside the HVHZ,
commonly used standards include RAS 117, FM LPDS 1-29, or ANSI/SPRI WD-1.
8. Reroofing applications shall be examined in accordance with FBC Section 1510 outside of the HVHZ and
FBC Section 1521 within the HVHZ. For mechanically fastened systems, a field withdrawal resistance test
(TAS 105 in the HVHZ; ANSI/SPRI FX-1 or TAS 105 in the non-HVHZ) shall be conducted by a qualified
professional to ensure the fastener meets the minimum design load requirements of the system. For
adhered systems; a field uplift resistance test (TAS 124 in the HVHZ; ASTM E 907, FM LPDS 1-52,
ANSI/SPRI IA-1, or TAS 124 in the non-HVHZ) shall be conducted to confirm conformance of the existing to
the minimum design loads.
9. For assemblies containing fully adhered or ribbon adhered attachment, or where extrapolation of the
assembly is not permitted, the MDP for the selected assembly shall meet or exceed the minimum design
loads as determined in accordance with the FBC Chapter 16 without augmentation.
10. Installation of the evaluated products 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 installation detail shall prevail.
11. The minimum roof slope shall be 1/4:12 for new construction.
12. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
JM14001.2 FL17013-R2 Page 5 of 6
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product 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.
CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
Johns Manville Corporation
SBS Modified Roofing Systems
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida
Building Code as evidenced in the referenced documents submitted by the named manufacturer.
10.
ENSF.�s�
No 74021 - 2015.11.0
* * * 1 19:04:57
�9 STATE OF :•�/�-05r00r
1c4
O R t P �j\� ` Florida da Regishary R. tration n P.E.
74021
.-.Slllll NAm 0o Organization No. ANE9541
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor vrill acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A—Installation(4 pages)
2) APPENDIX B —Nomenclature and Approved Assemblies (26 pages)
JM14001.2
FL17013-R2
1' F
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product 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.
Johns Manville Corporation
CREEK [APPROVED ASSEMBLIESI SBS Modified Roofing Systems
TECHNICAL SERVICES, LLC [NOMENCLATUREI APPENDIX A
INSTALLATION
Note - Refer to the APPRovEo ASSEMBLIES section of this report within Appendix a for specific installation details of a
selected assembly.
Unless otherwise specified in this report the followma installation details shall be met for the named Droducts:
Component
Product
Installation Detail
#14 fasteners; Min. 3/4-Inch penetration through the top rib
JM All Purpose Fastener
of the steel deck or wood deck; Min. 1-inch penetration into
concrete deck
JM APB Plates
2-inch diameter, Galvalume steel plate with reinforcing ribs
and barbs
JM High Load Plates
2 3/84nch diameter, Galvalume steel plate with eyehooks
JM High Load Fastener
#15 fastener, Min. 3/4-inch penetration through the top rib
of the steel deck or wood deck
JM High Load LH Fastener
Large Head #15 fastener, Min. 3/4-inch penetration through
the lop rib of the steel deck or wood deck
JM Lightweight Concrete (LWC) Base
Min. 1.7-inch shank; Pre -Assembled with 2.7-inch
Fastener
galvalume coated steel plate. Full embedment of shank
into substrate
JM Metal Membrane Batten
Membrane anchors and metal strips
Min. 2-inch embedment into gypsum or cementitious wood
JM Polymer Auger Fastener
fiber decks
Fastening Systems
JM Polymer Auger Plate 3"
Fotr use with Polymer Auger Fastener, 34nch round plate
JM Polymer Membrane Batten
Membrane anchors and plastic strips
JM Structural Concrete Fasteners
Hammer -in fasteners; Min. 14nch penetration into concrete
deck
JM UltraFast Fastener #12 Hex Head
#12 fastener, Min. 3/4-inch penetration through the top rib
of the steel deck or wood deck
JM UltraFast 3" Round Metal Plate
3-inch diameter round; Galvalume steel plate
JM UltraFast Plastic Plate
3-inch diameter round; High Density Polyolefin plate
JM UltraFast Metal Plate (Square)
3-inch square; Galvalume steel plate
Min. 1.4-inch shank; Pre -Assembled with 2.7-inch
JM UIVaLok
galvalume coated steel plate. Full embedment of shank
into substrate
Trufast Deep Well Batten Bar
Galvalume steel membrane batten with recessed holes
Trufasl Straight Line Batten Bar
Galvalume steel membrane batten for use with Twin-Loc
Nail without integrated plate
Trufasl Twin-Loc Nail
Min. 1.4-inch shank; Base sheet fastener with and without
integrated 2.7-inch diameter plate.
JM Two -Part Urethane Insulation
Ribbon adhered in 314 to 1-inch wide beads
Adhesive
Insulation
Adhesives
JM Roofing System Urethane Adhesive
Ribbon adhered in 1/2 to 3/4-inch wide beads
ASTM D 312, Type IV Asphalt
Fully adhered within the EVT range at a rate of 2040
Ibs1100 ft
JM MBR Bonding Adhesive
Fully adhered at a rate of 1.5-2.0 gaV100 ft2
JM MBR Cold Application Adhesive
Membrane
ADCO Millennium Hurricane Force 1-Part
Fully adhered at a rate of 2.0-2.5 gall100 IF
Adhesives
Membrane Adhesive
ADCO Millennium Hurricane Force
Ribbon adhered in 1-inch wide beads
Membrane Adhesive
Georgia-Pacific DensDeck
Min. 1/4-inch thick; Adhered boards shall be a maximum 4-
Georgia-Pacific DensDeck Prime
ft x 4-ft
JM ENRGY 3 and tapered
JM ENRGY 3 AGF and tapered
Insulation/Cover
Min. 1/24nch thick; Min. 20 psi; Adhered boards shall be a
Boards
maximum 4-ft x 4-11
JM ENRGY 3 CGF and tapered
JM ENRGY 3 FR and tapered
rJM IJM Invinsa Roof Board
Min. 1/4-inch thick; Adhered boards shall be a maximum 4-
1
1
ft x 4-ft
JM14001
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product 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.
Johns Manville Corporation
CREEK rAPPROVED ASSEMBLIESI SBS Modified Roofing Systems
TECHNICAL SERVICES, LLC [NOMENCLATUREI APPENDIX A
Component
Product
Installation Detail
JM Invinsa FR Roof Board
Min. 1/4-inch thick; Adhered boards shall be a maximum 4-
ft x 4-ft
JM DuraBoard
Min. 1/2-inch thick; Adhered boards shall be a maximum 4-
It x 4-ft
JM Retro-Fit Board
JM RetoPlus Roof Board
JM Fesco Board
Min. 3/4-inch thick; Adhered boards shall be a maximum 4-
ftx4-ft
JM SECUROCK Gypsum -Fiber Roof
Board
Min. 114-inch thick; Adhered boards shall be a maximum 4-
It x 4-ft
JM SECUROCK Glass -Mat Roof Board
JM DuraFoam
Min. 1.5-inch thick; Adhered boards shall be a maximum 4-
ft x 4-ft
JM FescoFoam
Base/Ply Sheets
I
DynaBase
Min. 3-inch vide side -laps; Min. 6-inch end laps; Side -laps
shall be installed perpendicular to the direction of the steel
deck ribs and parallel to the direction of the wood trusses
for mechanically attached systems
DynaBase HW
DynaBase PR
DynaBase XT
DynaFast 180 HW
DynaFast 180 S
DynaFast 250 HW
Dynal-astic 180 S
Dynal-astic 250 S
DynaMax S
aPly Tt
DynaWeld 180 S
DynaWeld 250 S
DynaWeld Base
GlasBase Plus
GlasPly IV
GlasPly Premier
PennaPly 28
Ventsulation Felt
DynaGrip Base SD/SA
Min. 3 5/8-inch side -laps; Self -adhered
Cap Sheets
DynaGlas
Min. 3-inch side -laps; Min. 6-Inch end -laps;
DynaGlas 30 FR
DynaGlas FR
DynaGlas FR CR
DynaGlas FR CR G
DynaGlas FR XT
DynaKap FR T1
DynaKap FR T1 CR G
DynaKap FR TI HW CR G
DynaKap TI
DynaLastic 180
DynaLastic 180 FR
Dynal-astic 180 FR CR
Dynal-astic 180 FR CR G
Dynal-astic 250 FR
Dynal-astic 250 FR CR
naLastic 250 FR CR G
DynaMax FR
DynaMax FR CR
DynaMax FR HW
DynaMax FR HW CR
DynaMax FR Plus
DynaWeld Cap 180 FR
JM14001.2 FL17013-R2 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product 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.
Johns Manville Corporation
CREEK rAPPROVED ASSEMBLIESI SBS Modified Roofing Systems
TECHNICAL SERVICES, LLC MOMENCLATUREI
APPENDIX A
Component
Product
Installation Detail
DynaWeld Cap 180 FR CR
DynaWeld Cap 250
DynaWeld Cap 250 FIR
DynaWeld Cap 250 FIR CR
DynaWeld Cap 250 FIR CR G
DynaWeld Cap FIR
DynaWeld Cap FIR CR
DynaWeld Cap FIR CR G
DynaWeld Cap FIR XT
GlasKap
GlasKap CR
Celcore MF
Slurry coat min. 1/8-inch thick; 1-inch thick EPS board (1
ibs/ft ); Min. 2-inch thick top coat; Celcore PVA curing
compound applied at rate of 300 ft /gal
Celcore MF with HS Rheology Admixture
Cellular Lightweight
Concrete
Celcore 8-1
Steel deck is treated by applying a continuous film with a
broom prior to placement of the Celcore lightweight
concrete
Meadcrete
Slurry coat min. 1/8-inch thick; Min. 1-inch thick EPS board
(1 Ibs/ft'); Min. 2-inch top coat;
Elastizell
COncrecel
Cellular Lightweight Concrete
Insulation/Cover Board
Fastening Patterns
3 Spaces @ 24"
6"
—1.1 iz* f— 4—
11 1f
T + + I + +
I
+
+ +
f + + .I + +
1
+f ( +
6,.
+ + +
j + + , + +
�� 12"
t ��-36"—►�
6 per 4-ftx 8-ft board
(Max.4.0-f? contributory area per fastener)
16 per 4-ftx 8-ft board
(Max.2.0-e contributory area per fastener)
+ + + + +
( (
s-
f
+ + + + + + + +
IW
+-+-+-+ -+
_ + . + + + +
f—►11r1�—
18 per 4-ft x 8-ft board
(Max. 1.78-ftcontributory area per fastener)
22 per 4-ft x 8-ft board
(Max. 1.45-1`tz contributory area per fastener)
JM14001.2 FL17013-R2 q P
This evaluation report is provided for State of Florida product approval under Rule 61 G 3. ur s I oti K
Technical Services, LLC of any product changes or quality assurance changes throughout the dura i i s valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
1 �
6 + + + + + + + +
18"=
—►( 6"1 16" 4-
24 per4-ft x 8-ft board
(Max. 1.33-fig contributory area per
Johns Manville Corporation
SBS Modified Roofing Systems
APPENDIX A
l r 7 Spaces @ 12" _r
_ rd —ter
!+ + + t t + +
3 Sp cep + + + + + + + t
�12" + + + + + + t
T24
32 per 4-ft x 8-ft board
1.0-fe contributory area per fastener)
JM14001.2 FL17013-R2 Page 4 of
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 product 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.
Johns Manville Corporation
CREEK rAPPROVED ASSEMBLIESI SBS Modified Roofing Systems
TECHNICAL SERVICES, LLC rINSTALLATIONI; rNOMENCLATUREI APPENDIX B
NOMENCLATURE
The fallowing naming conventions are utilized to specify products in the APPROVED ASSEMBLIES section of this report. Refer to the nomenclature below when
deciphering the allowable products for use in the selected assembly. Installation requirements shall be as noted in the APPROVED ASSEMBLIES and INSTALLATION
section of this report.
Name
Definition
2-Part UTA
JM Two Part Urethane Insulation Adhesive
AP Fasteners & Plates
All Purpose Fastener and UltraFast 3" Round Metal Plate or UltraFast Square Recessed Metal Plate
APB Fasteners & Plates
JM APB Plates and JM High Load Fasteners
As Tested
Information provided to thereport user based on the as tested condition of the roofs stem
CA SBS BUR Ply
One or more plies of GlasBase Plus, PermaPly 28, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR,
DynaMax S, or DynaPly Tt fully bonded in MBR Cold Application Adhesive
DynaGlas, DynaGlas 30 FR, DynaGlas FR, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas FR XT, DynaLastic l80, DynaLastic l80 FR, DynaLastic
CA SBS Cap
180 FR CR, DynaLastic 180 FR CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G, DynaKap T1, DynaKap T1 FR.
DynaKap FR T1 CR G, DynaMax FR, DynaMax FR CR, or DynaMax FR Plus fully bonded in MBR Cold Application Adhesive
CA SBS Ply
One or more plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR, DynaMax S, or DynaPly T1 fully
bonded in MBR Cold Application Adhesive
One layer of any of the following products:
-Georgia-Pacific DensDeck
-Georgia-Pacific DensDeck Pdme
Cover Board
JM Invinsa Roof Board
-JM Invinsa FR Roof Board
JM SECUROCK Glass -Mat Roof Board
-JM SECUROCK Gypsum -Fiber Roof Board
All decks shall be designed by others in accordance with FBC requirements.
As Tested deck construction details are described as follows:
Concrete Deck
Min. f. = 2,500 psi at 28 days
Min. 22 ga, (Fr, =
33 ksi) Wide Rib Deck (Type WR) conforming to ANSI/SDI-RD1.0 & FBC; 0.5% Vented for LWIC applications
only. The fallowing
nomenclature is used to further describe the As Tested condition:
F<#>
Number <#> #12-24 HWH self -drilling screws or equivalent fastener at each flute used to secure the deck to
the structural supports; Min. 1/4-inch penetration
G<#>
Min. Grade <#> of Steel Deck
Deck Detail
Steel Deck
L<#>
Max. span of <#> ft
P
Min. 5/8-Inch diameter puddle welds at each flute used to secure the deck to the structural supports
S<#I>
1/4 "-14 HWH x7/8" self -drilling screws or equivalent fastener secured <#>-inch o.c. along the panel side laps
W
3/4-inch O.D. flat washer used with indicated fastener
The following nomenclature is used to further describe the As Tested condition:
T<#>
Min. <#>-Inch thickness of the plywood
Wood Deck
L<#>
Max. span of <#> inches
JMC14001.2
FL17013-R2
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product 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.
_ Johns Manville Corporation
CREEK (APPROVED ASSEMBLIES SBS Modified Roofing Systems
TECHNICAL SERVICES, LLC rINSTALLATIONI; jNOMENCLATUREj APPENDIX B
Name
Definition
10d-<#1>/<#2>
10d ring shank nails; Secured <#1>-inch o.c. at all intermediate supports and <#2> -o.c. at the perimeter of
each board
6d-<01>/<#2>
8d ring shank nails; Secured <#1>-inch o.c. at all Intermediate supports and <#2> -o.c. at the perimeter of each
board
#8-<#1>/<#25
#8 x 2-Inch wood screws; Secured 41>-Inch o.c. at all intermediate supports and <#2> -o.c. at the perimeter of
each board
#12-<#1>/<#2>
#12-3" Olympic STC screws; Secured <#1>-Inch o.c. at all intermediate supports and <92> -o.c. at the
perimeter of each board
DensDeck
Min. 1/4-inch Georgia-Pacific DensDeck
DensDeck Prime
Min. 1144nch Georgia-Pacific DensDeck Prime
E3
JM ENRGY 3, JM ENRGY 3 AGF, or JM ENRGY 3 CGF. JM ENRGY 3 FR permitted to be used ins stems as loose fill layer only.
HA SBS BUR Base
One ply of PermaPly 28, DynaBase, DynaBase XT, or GlasBase Plus fully banded in ASTM D 312, Type IV Asphalt
HA SBS BUR Base 2
One ply of PermaPly 28, GlasPly IV, GlasPly Premier, DynaBase, DynaBase XT, DynaPly Tt or GlasBase Plus fully bonded in ASTM D 312, Type IV
Asphalt
HA SBS BUR Ply
One or more plies of GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase,
DynaBase XT, DynaBase PR, DynaMax S, or DynaPly T1 fully bonded in ASTM D 312, Type IV Asphalt
One or more plies of DynaGlas, DynaGlas 30 FR, DynaGlas FR, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas FR XT, DynaLastic 180,
HA SBS Cap
DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G. DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G.
DynaKap T1, DynaKap T1 Fit, DynaKap FR T1 CR G, DynaMax FR, DynaMax FR CR, or DynaMax FR Plus fully bonded in ASTM D 312, Type IV
Asphalt
HA SBS Ply
One ply of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR, DynaMax S, or DynaPly T1 fully bonded
in ASTM D 312. Type IV Asphalt
HL Fasteners 8 Plates
JM High Load Fasteners and JM High Load Plates
INVINSA
JM Invinsa or JM Invinsa FR Roof Board
One of more layers in any combination of.
-JM DuraBoard
-JM DuraFoam
-JM ENRGY 3
-JM ENRGY 3 AGF
-JM ENRGY 3 CGF
-JM ENRGY 3 FR
Insulation
-JM Fesco Board
-JM FescoFoam
-JM Invinsa Roof Board
-JM Invinsa FR Roof Board,
JM Retro-Fit Board '
-JM RetroPlus Roof Board
JM SECUROCK Glass -Mat Roof Board
JM SECUROCK Gypsum -Fiber Roof Board
LWIC
Poured -in -place Cellular Lightweight Concrete with encapsulated insulation board
MA Base
One ply of PermaPly 28, GlasBase Plus, Ventsulation Felt, DynaBase, DynaBase XT, DynaBase PR, DynaLastic 180 S, DynaFast 180 S, DynaLastic
250 S, DynaMax S. or DynaPly T1 mechanically attached as prescribed per the approved assembly
JMC14001.2 FL17013-R2 Page 2 of 26
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 product 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.
CREEK
TECHNICAL SERVICES, LLC
[APPROVED ASSEMBLIES
I'INSTALLATIONI; rNOMENCLATURE1
Johns Manville Corporation
SBS Modified Roofing Systems
APPENDIX B
Name
Definition
MA Base 2
One ply of DynaBase, DynaBase XT, DynaBase PR, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S. DynaMax S, or DynaPly T1 mechanically
attached as prescribedper the approved assembly
MA Base 3
One ply of GlasBase Plus, Ventsulalion Felt, DynaBase, DynaBase XT, DynaBase PR, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S,
DynaMax S, or DynaPly T1 mechanically attached as prescribed per the approved assembly
MBR BA SBS BUR Base
One ply of PermaPly 28, DynaBase, DynaBase XT, or GlasBase Plus fully bonded In MBR Bonding Adhesive
MBR BA SBS BUR Ply
One or more plies of GlasBase Plus, PermaPly 28, Dynal-astic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR,
D naMax S, or D naPI T1 full bonded in MBR BondingAdhesive
One or more plies of DynaGlas, DynaGlas 30 FR, DynaGlas FR, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas FR XT, DynaLastic 180,
MBR BA SBS Cap
DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G,
DynaKap T1, D naKap T1 FR, DynaKap FR T1 CR G, DynaMax FR, DynaMax FR CR, or DynaMax FR Plus fully bonded in MBR Bonding Adhesive
MBR BA SBS Ply
One or more plies of Dynalastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR, DynaMax S, or DynaPly T1 fully
bonded in MBR Bonding Adhesive
MBR RA SBS Ply
One or more plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR, DynaMax S, or DynaPly T1 fully
bonded in ADCO Millennium Hurricane Force Membrane Adhesive
MCRF
Minimum Characteristic Resistance Force as determined by TAS 105 for the named fastener in the selected assembly
MDP
Maximum Design Pressure
Preliminarily Secured
Fastened at minimum rate of five (5) fasteners per 4-ft x 8-fit board or four 4 fasteners per 4-fix 4-ft board
RA SBS Ply
One or more plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaBase, DynaBase XT, DynaBase PR, DynaMax S, or DynaPly T1
ribbon adhered In ADCO Millennium Hurricane Force Membrane Adhesive
Where assemblies are used to recover an existing roof, the existing roof shall consist of only one layer of roofing, i.e. recovering a previously recovered
Recover
roof is not permitted. Recover roofing shall be conducted in compliance with FBC Section 1510 outside of the HVHZ and FBC Section 1521 within the
HVHZ. For mechanically fastened roof assemblies, i.e. systems x-M-#, the insulation layer is optional, or any INSULATION board or slip sheet may be
used as separation layer prior to installing the approved roof assembly.
RSUA
JM Roofing System Urethane Adhesive
SBS TA VB
One ply DynaBase HW torched adhered over concrete deck prepared with ASTM D 41 primer
SC Fasteners & Plates
JM Structural Concrete Fastener and UltraFast 3" Round Metal Plate or UltraFast Square Recessed Metal Plate
SECUROCK
Min. 1/4-inch JM •SECUROCK Gypsum -Fiber Roof Board
DynaWeld Cap FR, DynaWeld Cap FR CR, DynaWeld Cap FR CR G, DynaWeld Cap FR XT, DynaWeld Cap 180 FR, DynaWeld Cap 180 FR CR,
TA SBS Cap
DynaWeld Cap 250, DynaWeld Cap 250 FR, DynaWeld Cap 250 FR CR, DynaWeld 250 Cap FR CR G, DynaKap FR Tt HW CR G, or DynaMax FR
HW, or DynaMax FR HW CR fully bonded by torch adhering
TA SBS Ply
One or more plies of DynaWeld Base, DynaBase HW, DynaWeld 180 S, DynaFast 180 HW, DynaWeld 250 S, DynaFast 250 HW fully bonded by torch
adhering
OF Fasteners & Plates
UltraFast Fastener with UltraFast 3" Round Metal Plate or UltraFast Square Recessed Metal Plate
JMC14001.2 FL17013-R2 Page 3 of 26
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product 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.
CREEK
TECHNICAL SERVICES, LLC
APPROVED ASSEMBLIES
]APPROVED ASSEMBLIES]
fINSTALLATIONi; [NOMENCLATURE'I
Johns Manville Corporation
SBS Modified Roofing Systems
APPENDIX B
The following notes shall be observed when using the assembly tables below.
1. MDPs were calculated using a 2:1 margin of safety per FBC Section 1504.9 and 1523.4.
2. Refer to LIMITATIONS and NOMENCLATURE sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -center (0 C.) spacing given is the maximum allowable attachment spacing for the rated system.
5. As Tested information for roof deck construction is provided for information only. The addition of the As Tested deck information does not obviate the
requirement for rational design of the roof deck and roof deck attachment in accordance with FBC requirements.
JMC14001.2
Assembly System Numbers and Definitions '
C-A#
Assemblies with All Layers Adhered over Concrete Deck New or Existing)
C-AM-#
Assemblies with Adhered Membranes over Insulated Concrete Deck New, Existing, or Recover)
C-M-#
Mechanically Fastened Assemblies over Concrete Deck New, Existing, or Recover)
CW-A#
Assemblies with All Layers Adhered over Cementitious Wood Fiber Deck New or Existin
CW-AM-#
Assemblies vdth Adhered Membranes over Insulated Cementitious Wood Fiber Deck New, Existing or Recover)
CW-M-#
Mechanically Fastened Assemblies over Cementitious Wood Fiber Deck New, Existing, or Recover)
G-A-#
Assemblies with All Layers Adhered over Poured Gypsum Deck New or Existing)
G-AM-#
Assemblies with Adhered Membranes over Insulated Poured Gypsum Deck New, Existing or Recove
G-M-#
Mechanically Fastened Assemblies over Poured Gypsum Decic New, Existing, or Recover)
LC -A-#
Lightweight Concrete Assemblies with All Layers Adhered over Concrete Deck New or Existing)
LC-M#
Mechanically Fastened Lightweight Concrete Assemblies over Concrete Deck New or Existing)
LS-M#
Mechanically Fastened Lightweight Concrete Assemblies over Steel Deck New or Existing)
R-M#
Mechanically Fastened Assemblies over Recoverwith Adhered Membranes
S-AM#
Assemblies with Adhered Membranes over Insulated Steel Deck New, Existing, or Recove
S80-AM#
Assemblies with Adhered Membranes over Insulated over Grade 80 Steel Deck New, Existing. or Recover)
S-M#
Mechanically Fastened Assemblies over Steel Deck New, Existing, or Recover)
S80-M#
Mechanically Fastened Assemblies over Grade 80 Steel Deck New, Existing, or Recover)
W-AM#
Assemblies with Adhered Membranes over Insulated Wood Deck New, Existing, or Recover)
W-M# I
Mechanically Fastened Assemblies over Wood Deck New, Existing, or Recover)
FL17013-R2
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product 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.