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deem" rcCSIJI
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Dpe
umwaro
I Manufacturer
Validated By,
S us
FL16667_
Revision
L.V. Thompson, Inc. dba Thompson Architectural Metals Company
Locke Bowden P.E.
Approved
E3
(TAMCO)
(334) 300-1800
ist
Category: Roofing
Subcategory: Metal Roofing
Contact Us :: 2601 Blair Stone pond Tallaha� 9 Phone' 850487-1824
The State of Florida Is an AA/EEo employer, Copyright 20OL-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please anted 850.487.1395. `Pursuant to Section 455.275(1',
Florida Statutes, effective October 1, 2012, Icem ees licensed under Chapter 455, F.S. must provide the Department with an mall address if they have one. The email
provided may be used far official communication with the 0rnnme. However email addresses are public recopy. If you do not wish to supply a personal address, please
provide the Department with an email address which an be made available to the public. 7b detemdne if you are a Ilan¢¢ under Chapter 455, F.S., please dick bM
Product Approval Accepts:
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THESE PLANS AND ALL PROPOSED WORK
RURFBIEANY SPSOTHEQDY FIELD INSPECTORS
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
ST. LUCIE COUNTY
REVIEWED FOR CO
PLANS AND'PER IT MUST BE
SITE OR NO INSPECTION(S) I
https!/floridabuilding.Org/pr/pr app Ist.aspx 1/1
i
CREEK
TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813)480-3421
EVALUATION REPORT FLORiDA BUILDING CODE C EDITION (2017)
Manufacturer. L.V. THOMPSON, INC. Issued December 12, 2018
dba Thompson Architectural Metals Company (TAMCO)
5015 E. Hillsborough Ave
Tampa, FL 33610
(813)248-3456
httpt ://www.tamoometaimcyf.com
Manufacturing: Tampa, FL
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE ''r .. , , . _ ,
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3
Properties: Wind Resistance
REFERENCES
Enti Report No. Standard Year
PRI Construction Materials Technologies (MT5878) LVTI-021-02-01 TAS 125 2003
PRODUCT DESCRIPTION
Panel: 5V Crimp
Description: Preformed panel; 1/2-Inch rib; Maximum 24-Inch coverage; Non-structural application
Material: Min. 26 ga. ASTM A792 AZ50 or ASTM A653 G-90 steel (Fy = min. 40 ksi);
Shall conform with FBC Section 1507.4.3
112" 12"
5V Crimp Panel Profile
LVT17001.1c FL16667-R3 Page 1 of 5
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.
A- I
CREEK
TECHNICAL SERVICES, LLC
APPROVED ASSEMBLIES
L.V. Thompson, Inc (TAMCO)
Metal Roofing
Slope:
Shall be in accordance with FBC.
Solid or closely fitted min.15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span. Deck shall be designed by others in accordance with FBC
requirements.
Undedayment:
Installed In accordance With FBC requirements.
One (1) 0945 x minimum 1.5" HWH wood screw with 0.5" O.D. sealing washer
Attachment:
spaced maximum 16 in. o.c. as indicated in the figure below. Fasteners shall penetrate
the deck a minimum 3/16-inch and shall conform with FBC sections 1507.4.4 and 1506.6.
Maximum Design
-71.25 psf
Pressures:
Pressure calculated using 2:1 margin of safety per 1504.9
Fasteners-
#9 Hex -Head
Self -Tapping Sams 5V Panel
with Weather Searing Washer
—,
�— Deck-
Minimum 1513T wood
�' ` ` �4 r Maximum Mean Roof Heights for GablelHlp Roofs t `', i,
�
Exposure
B
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft 60 ft
C
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft 60 ft
D
60 It
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
52 ft 28 ft
.Zone
B
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
60 ft
48 ft
33 it
C
60 ft
60 ft
60 ft
60 ft
60 ft
33 ft
19 ft
NA
NA
D
6011
60ft
60ft
55ft
26ft
NA
NA
NA
NA
B
60 ft
60 ft
60 ft
60 ft1
40 ft
NA
NA
NA NA
C
60 ft
60 ft
33 ft
19 ft
NA
NA
NA
NA NA
D
60ft
30ft
I NA
INA
NA
NA
NA
NA NA
Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based
on an effective wind area of 10f or less 3) Topographic factors such as escarpments or hills are not Included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA ='Not Allowed' 6) Kc = 0.85 7) Projects with mean roof
heights of greater than 60 It shall be evaluated by a licensed design professional 8) See page 4 for details for dimensions and
locales of Zone 1, 2, and 3 9 Vo is shown in the tables above. Design wind loads are calculated using V� = Vu,40.6 per 1609.3.1.
"For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2.
LVT17001.1c FL16667-R3 Page 2 of 5
This evaluation report Is provided for State of Florida product approval under Rule 611320-3. 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
LV. Thompson, Inc (TAMCO)
Metal Reeling
Slope:
Shall be in accordance with FBC.
Solid or closely filled min.15132 in. plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span. Deck shall be designed by others in accordance with FBC
requirements.
Undedaymentr
Installed in accordance with FBC requirements.
One (1) #9 x minimum 1.5" HWH wood screw with 0.5" O.D. sealing washer spaced
Attachment:
maximum 8 In. o.c. as indicated in the figure below. Fasteners shall penetrate the deck a
minimum 3116-inch and shall conform with FBC sections 1507.4.4 and 1506.6.
Maximum Design
.127.5 psf
Pressures:
Pressure calculated using 21 margin or safety per 1504.9
Fasteners -
#9 Hex -Head
Self -Tapping Screws 5v Panel
with Weather Seating Washer
e
Deck-
�118125'-�J Minimum 15/.f2'woad
"axlmumMearRoofHelgttlsforGabie/tlipRolbfs
3' 0es2t2 '6112and>61 1212{Gable`Roofson7y)F rt h t x
�....,w,..:.�
Facosure,
r120;' Y30` 1d0 ,, >k150 f : 1Q0 ;. r170 4180s f90 200
Y d. 'S.i r" .� •h LY'jY 'l x
4t. 4.? $
Y 4 N•. l y -: ,ty J, 4 3 S
13
60 ft
60 ft
60 ft
60 ft 60 It
60 ft
60 ft
60 ft 60 ft
C
60 ft
60 ft
60 ft
60 ft 60 ft
60 ft
60 ft
60 ft 60 ft
D
60 ft
60 ft
1 60 ft
1 60 It 60 it
60 ft
60 ft
60 ft 60 ft
B
60 ft
60 ft
60 ft
60 ft 60 ft
60 ft
60 ft
60 ft 60 ft
C
60 ft
60 ft
60 ft
60 ft 60 ft
60 ft
60 ft
60 ft 60 ft
D
6011
60 It
60 ft
60 ft 60 It
60 ft
60 ft
60 it 55 ft
%,,cal
z
T
Of16 8�.r,'
B
60 ft
60 ft
60 ft
60 ft Bo ft
60 ft
60 ft
60 ft
60 ft
C
60 ft
60 ft
60 ft
60 ft 60 ft
60 ft
48 ft
28 ft
19 ft
D
60 ft
60 ft
60 ft
60 ft 60 It
38 ft
20 ft
NA
NA
Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based
on an effective wind area of loft? or less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA ='Not /Wowed° 6) W = 0.85 7) Projects with mean roof
heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 4 for details for dimensions and
locales of Zone 1 2 and 3 9 V,m Is shown In the tables above. 'Design wind loads are calculated using V� = V, 40.6 per 1609.3.1.
"For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2.
LVT17001.1c FL16667-R3 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G203. 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.
P-MCREEK
TECHNICAL SERVICEs, LLC
Gable
L.V. Thompson, Inc (TAMCO)
Metal Roofing
Hip
a
X r3
2 1 2 2 1 2
Dimension °a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but
not less than either 4% of the least horizontal dimension or 311.
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. This report is not for use in the HVHZ.
3. 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.
4. Reroofing shall be in accordance with FBC Section 1511.
5. 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.
6. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
4 of
This evaluation report is provided for State of Florida product approval under Rule 61G203. 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
LV. Thompson, Inc (TAMCO)
Metal Roofing
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
lot, Art 1 00
E N F 1`0,i
No 74021
�90: STATE OF :4fJ
� tE�����
CERTIFICATIONOF INDEPENDENCE
2018.12.12
09:29:22
-05 00
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
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 will acquire, a financial Interest in any other entity Involved in the approval process of the
product.
END OF REPORT
LVT17001.tc FL16667-113 Page 5 of 5
This evaluation report Is provided for State of Florida product approval under Rule 61G203. 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.
`�L
wiz ; )
G�
smct.
5-la-ter
`, I KINITY j ERD
Table
Deck
Application
Type
Description
Page
SA
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
4
19-1
Wood
New or Reroof (Tear -Off)
A-2
Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
18-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
1D
Wood
New, Reroof (Tear -Oft) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
7
lE-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
8
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
Toon
1F
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
�O_
2B
Steel or Conc.
New, Reroof (Tear -Oft) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Banded Roof Cover
11
3A
Concrete
New or Reroof Rear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
12-14
3B
Concrete
New or Reroof (Tear -Oft)
F
Non -Insulated, Bonded Roof Cover
14
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-16
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
16
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
17-18
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
19
SB
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
19
5C
CWF
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
19
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
6B
Gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Banded Roof Cover
21
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
21-22
The followine notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation / base sheet fasteners shall be of sufficient length for the fallowing deck engagement:
D Woad: Minimum 0.75-Inch penetration.
➢ Steel:Minimum 0.75-Inch penetration and engage thetop flute of the steel deck.
D Concrete: iMinimum 1-inch embedment Into pilot hole in accordance with fastener manufacturer's published installation Instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurete, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the CIA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners 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 be documented 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).
Exterior Research and Design, U.C. d/b/a Trinity) ERD IEvaluation Report 1030000.03.08-116 for FLID497-RS
Certificate of Authorization #9503 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revlsion 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (609) 365.3111 Appendix 1, Page 1 of 22
�! TRINITY I ERD
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 manufacturers published Instructions.
D Hot asphalt:
Full coverage at 25-30lbs/square.
D Dow Insta-Stlk Roofing Adhesive (D-IS):
Continuous 0.75 to 1-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.
➢ OMG OlyBond 500(08500):
Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c.(PaceCart or SpotShot).Note: O1yBond Green may be used where Olygond 500 Is referenced.
D OlyBond Classic(OB Classic):
Full coverage at I gal/square.
D ICP Adhesives CR-20:
Continuous 2.5-3.5-Inch wide ribbons,12-Inch o.c.
D Note: When multiple layers(s) of insulation and/or coverboard are Installed in ribbon -applied adhesive, board Joints shall be staggered.
D Note: The maximum edge distance from the adhesive
ribbon to the edge of the Insulation board shall be not less than one-half the speck led ribbons spacing.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polylsocyanurate 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 MOP listings In the tables; rather if MOP 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:
D Millennium One Step Foamable Adhesive (M-OSFA):
MDP -157.5 psf (Min. 0.54nch thick)
D OMG Olyeond 500 (OB500):
MDP -45.0 psi (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (O8500):
MDP -187.5 psi (Min. 0.5-Inch thick ISO 95+GL)
D OMG OlyBond 500(08500):
MDP -315.0 psi (Min. 0.5-Inch thick ENRGY 3)
D OMG OlyBond 500 (OB500):
MDP -487.5 psi (Min. 0.54nch thick ACFoam 11, Poly ISO 2)
D ICP Adhesives CR-20:
MDP .117.5 psf (Min. 1.O4nch thick)
B. Bonded polylsocyanumte Insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16, and 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 and Roofing Application Standard RAS 117. Assemblles marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 20161 for
Zone 2/3 enhancements.
10. 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.
12. For existing substrates In a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
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 IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
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 war structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report M30000.03.08-R6 for FL30497-R6
Certificate of Authorization g95D3 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 365.3111 Appendix 1, Page 2 of 22
\I I KINKY ERD
15. Unless otherwise noted, referto the following references for bonded base, ply orcep sheet applications.
++�Mh't�r fiTABLES MPLE-H_IDk.CO E ROOVER6 z.
.°..r �> ,x V.e. �._ - ..._ [..rSnef Y- ;., :..-.< .. .,.✓.. ..k c.a ,..,.: -<5
Reference
Layer
Material
Application
Base Ply
One or more plies SA Base Sheet, SA Base Sheet (FR)
SBS-SA
Cap
SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR)
Self -Adhering
(SBS, Self -Adhering)
Note:
Self -adhering membranes shall not be Installed overAP0.TAmembmnes.
APP-TA
Base Ply or Ply
One or more piles APP Torch Base, APP Torch S
Torch -Applied
(APP, Torch -Applied)
Cap
APP Torch 5, APP Torch G, APP Torch G FR, APP Torch KoolCap G, APP Torch KoolCap G FR
APP-SA
Cap
SA-APP Cap Sheet, SA-APP Cap Sheet (FR), SA-APP KoolCap G, SA-APP KoolCap G (FR)
Self -Adhering
(APP, SeIf•Adhering)
Note:
Self-adherinD membranes shpllnotbe Installed over AP0.TAmembrvnes.
16. Any FBC Approved coating listed for use with SOS or APP modified bitumen roofing may be applied to the top roof membrane without adverse effect on the system wind load performanea. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs. those In Table 3A
applies:
,.. .,,..�
',V4oRBABiI
_ A , , �.. v-.., ..-
Pf(gN$Sm6cWpgL6incit TEDT06ADHEIrED1N$UTATWNPFRTA#rt BA „pf r .�l 1 -.+(-' x hS �, 93s ,. @t+° r-h � (*', ``I.
Option#
Primer
Vapor Baffler
Insulation Adhesive
MDP(psf)
Type
Attach
VB-1.
Mule -Hide 121
SA Base Sheet
Self -Adhering
Inta-Stik or OR-20, 12-inch o.c.
-60.0
VB-2.
Mule -Hide 121
APP Torch Base
Torch -applied
Inta-Stik or CR-20,12-Inch o.c.
-75.0
VB-3.
Mule-HIde 121
SA-SRS Cap Sheet
Self -Adhering
Insta-Stik, 12-Inch o.c.
-75.0
VB-4.
Mule lflde 121
SA-SBS Cap Sheet
Self -Adhering
Millennium One Step Foamable Adhesive, 12-Inch o.c.
-157.5
V 5.
Mule=Hide 121
SA-SBS Cap Sheet
Self -Adhering
CR-20, 12-Inch o.c.
-270.0
VB-6.
MUIe-Hide 121
SA Base Sheet, SA Base Sheet (FR)
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OhRond 500 or OR-20, 12-Inch o.c.
-290.0
19. 'MDP' = Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report M10000.03.DB-R6 for F1.30497-116
Certificate of Authorization #9503 6Te EDITION (2011) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (60111365-3111 Appendix 1, Page 3 of 22
\\,�TRINITYJ ERD
j,
NMI' M'1!B'R?'FUT' "I't ..is-'.1 - "!�' -� ' '!�
"I T CRi g"'
,
System Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MOP
No. Note 1)
Type
I Attach
Type
Attach
Base Ply
Ply
CaP
(PSO
W_1 Min. 15/32
Min. 1_54nch ACFoam 11, ACFoam 1111, ENRGY.3, H-
EKS, M-OSFA,
I
(Optional) additional
D4S, MOSFA,
S BS-SA
(Optional) SBS-SA, APP-TA
"SA"PP_SA'
inch plywood
I Shield, H-Shield OS, Multi -Max FA3
OBSBOarCR-20
layers(s) of base Insulation
OB500orCR-20
I
-TA
-52.5
6 OR �!N W �*W6 lifiB40WO D' Cki' CON 0
n"w SyMIA1T;yP91A_.2fAn9ClHA
NICALLY4 M.CHED CHC19SHE M'66"' �11
NDEI�jNkW, tION,�,.0ON0idA
OVEA90�-' 0, -.4N pOtg' _, ",
System
Dedt
Anchor Sheet
Bow Insulation
Top Insulation
Roof Cover (Note
No.
(Note 1)
Type
Faster,
Attach
Type
Attach
Type
Attach
Base
Ply
Cap
Mbp
(PA
Ply
YY
Polyglass G2 Base,
32 ga., 1-5/&
8-inch o.c. In 4-inch
(Optional) Min. 1.5-
Min. 19/32-
CertalnTeed Glasbase,
Inch diameter tin
lap and 8-Inch o.c.
Inch ACFoam 11,
Min. 0.25-Inch Dens
W-2
Inch
Firestone MB Base, JM
caps with 11 Re.
In three (3), equally
Poly (SO Z ENRGY-
Hot asphalt
Deck, Dens Deck Prime,
Hot
APP-TA
(Optional)
APP-TA
-60.0
plywood
Penma;Ply 28, Tamko
annular ring
spaced, staggered
3, H-Shleld, Poly
SECUROCK Gypsum-
asphalt
APP-TA
Glass Base, GAFGLAS #75
shank nails
center rows
ISO 2, H-Shleld CG,
Fiber Roof Board
Multi -Max FA3
94nch o.c in flinch
(Optional) Min. I.S-
Min. 25/32-
lap and 9-Inch o.c
Inch ACFoam 11,
Min. 0.25-inch Dens
W-3
Inch
Polyglass 62 Base
Simplex MAXX
�n four (4), equally
Poly ISO 2, ENRGY-
Hotasphalt
Deck Prime, SECUROOK
Hot
APP-TA
(Optional)
APP-TA
-82.5
plywood
Cap
spaced, staggered
3, H-Shleld, Poly
Gypsum -Fiber Roof
asphalt
APP-TA
ISO 2, H-Shield OG,
Board
center rows
Multi -Max FA3
32 go, 1-5/8.
6-inch o.c. In 44nch
(Optional) Min. 1.5-
Min. 15/32-
Inch diameter tin
lap and 6-Inch o.c.
Inch ACFoam It,
Min. 0.25-inch Dens
W4
Inch
Polyglass G2 Base
caps with 12 go.
In five (5) equally
Poly ISO 2, ENRGY-
Hot asphalt
Deck Prime, SECUROCK
Not
APP-TA
(Optionall
APP-TA
-90.0
plywood
annular ring
spaced, staggered
3, H-Shleld, Poly
Gypsum -Fiber Roof
asphalt
APP-TA
shank nails
center row
150 2, H-Shield CG,
Board
Multi -Max FA3
M,
Me 1.fi
. . . . . . . .
Polyglass G2 Base,
32 Be., 1-5/8-
84nch o.c. In 4-Inch
(Optional) Min. 115-
Mim 29/32-,
CertalnTeed Glasbase,
Inch diameter tin
lap and B-Inch o.c
Inch ACFoam 11,
Min. 0.25-inch Dens
(Optional)
SBS-SA,
W-5
Inch
Firestone MB Base, JM
caps with 11 Re.
In three (3), equally
Poly 150 2, ENRGY-
Hot asphalt
Deck, Dens Deck Prime,
Hot
SBS-SA
SB5-SA, APP_
APP-SA,
-60.0
plywood
Perma-PlyUjarnko
annular ring
spaced, staggered
3, H-Shleld, Poly
SECUROCK Gypsum-
asphalt
TA
APP-TA
Glass Base, GAFGLAS #75
shank nails
center rows
ISO 2, H-Shield CG,
Fiber Roof Board
Multi -Max FA3
32 ga., 1-5/8-
64nch o.c. In 44nch
Min. 2-Inch
D-IS, OBSOO,
Min. 19/32-
Inchdiametertin
lap and 6-inch o.c.
ACFoam 11, Poly 150
OR-20, M-
D-IS,
(Optional)
SBS-SA,
W-6
Inch
Nall Base
ceps with 12 Be.
In four (4), equally
2, ACFoam, Ill, H-
OSFA, atop
(Optional) Additional
OB500,
SBS-SA
SBS-SA, APP-
APP-SA,
_60.0*
plywood
annular ring
spaced, staggered
Shield, Poly ISO 1,
fastener
layers of base Insulation
CR-20,
TA
APP-TA
shank nails
center rows
H-Shleld OG, Multi-
rows, 7-Inch
M-OSFA
I
I
Max FA3 ,ENRGY-3
o.c. I
Exterior Research and Design, Mr. d/b/a Trinity( ERD Evaluation Report MI0000.03.0"6 for FL10497-R6
Certificate of Authorization #9503 EDITION (2027) FBC NON-HVHZ EVALUATION Revision 6: 09/09/2017
Prepared by. Robert Nlemlnen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (6081365-3111 Appendix 1, Page 4 of 22
\J'TFUNITYIERD
0- 4. 110�qp'
"A 01 'F"t Oitf li� ""!"v
poQ: MkMw��cALL PEDIN QLA r
PMED _T,1PRI,'1�0NDE ROOPL,_ . . . . . . . . . .
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15
MOP
System
Deck
Base
"C-p
No.
Note 1)
__
Type Felt.,
Attach
Type
Attack
Type
Alto 'h
Ply
Ply
(psi)
1111'k1Y T
APPumweki.
12-Inch ox. In 4-Inch
(Optional) Min. 1.5-Inch
Min. 0.25-inch Dens
W-7
Min. 19/32-
Nail Base
OMG Flat Bottom Plates
lap and 12-inch o.c.
In two (2), equally
ACFoam 11, Poly ISO 2,
ENRGY-3, H-Shield, Poly
Hot
Deck, Dens Deck Prime,
Hot
APP-TA
(Optional)
APP-TA
-60.0
Inch plywood
(square) with Roofgrip #12
spaced, staggered
ISO 2, H-Shleld CG, Multi-
asp halt
SECUROCK Gypsum-
asphalt
APP-TA
center rows
Max FA3
Fiber Roof Board
Dekfast Hex Plates with
DekFast 614, OMG R'
Round Metal Plate with
9-Inch o.c. In flinch
(Optional) Min. 1.5-inch
Min. 0.25-inch Dens
Min.15/32-
Polyglass
OMG 140, OMG Flat
lap and 9-Inch o.c. In
ACFoam 11, Poly ISO 2,
Hot
Deck, Dens Deck Prime,
Hot
a
(Optional)
W-8
Inch plywood
G2 Base
Bottom Plate (Accutme)
four (4), equally
ENRGY-3, H-Shield, Poly
asphalt
SECUROCKGypsum-
asphalt
APP-TA
APP-TA
APP-TA
-82.5
With Roofgrip #14 or
spaced, staggered
ISO 1, H-Shleld CG, Multi-
Fiber Roof Board
Trufast 3' Metal Insulation
centermws
Max FA3
Plate with Trufast HD.
n�4
2-inch o.c. In 4-Inch
(Optional) Min. 1.5-Inch
Min. 0.25-inch Dens
Min. 19/32-
0 MG Flat Bottom Plates
lap and 12-Inch o.c.
ACFoam 11, Poly ISO 2,
�y
H
Deck Dens Deck Prime
Hot
0 P"Ona"
(Optional)
SBS-SA,
W-9
Inch plywood
Nail Base
(S
In two, equally
ENRGY-3, H-Shleld, Po'
phalt
asphalt
SEC�RCCK Gypsum-
asphalt
SOS -SA
, -
SSS-SA APP
I
APP -SA,
-60.0
spaced, staggered
ISO 2, H-Shield OG, Multi-
Fiber Roof Board
TA
APP-TA
center rows
Max FA3
Exterior Research and Design, U.C. d/b/a Trinitirl ERD Evaluation Report M10000.03.08-R6 for F110497-R6
Certificate of Authorization #9503 60 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by. Robert Nlemlnen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608)365.3111 Appendix 1, Page 5 of 22
\! TRINITY ERD
•�' WPP[I.DECKS'�NEW CO NSTRUCDONrREROOF EAR OF6)oR I�ECOVER�"'" F 4`'?va•�e �lv a�v:, r") �'�Ef "�` ',: ` a
`zit '` �' "° �. � I r r � ,7 �
lI x 9 h � , d. i 3z +r, c,,y, , a�;,,,:. i+.+, . .xH., "v , 7 €- e
� Y � } ' ,k s4 l ,. f � Jww �'ni-. &}, til { A W N• r'f x a ' a fC �1ru �� F £ Ay p c P4� �'� i r
l,e
dyYS
,MECHAN ICA[ICALL II�ATTACHED INSULATIOF(j$OI�j1k,D R00FCOVERvI i„6,�f> „v:,,.r, ih.l s�',f,ci„ (,,+t, ��s al�'v ,z y.v:v`
System
Top Insulation Layer
Roof Cover (Note 1S)
No.
Deck (Note 1)
Base Insulation Layer
MDP (Pat)
Type Fasten
Attach
Base Ply Ply Cap
,4
Dakfast Hex Plates with Dekfast #14,
Min. 15/32-
(Optional) One or more
Min. 0.25-Inch Dens Deck
OMG 3" Round Metal Plate with OMG
1 per 2
W-10
In plywood
layers, any combination,
Prime or SECUROCK
HD, OMG Flat Bottom Plate (Accutrac)
it,APP-7A
(Optional) APP-TA
APP•TA
-30.0
loose laid
Gypsum -Fiber Roof Board
with Roofgrip#14 orTrufast 3"Metal
Insulation Plate with Trufast HD.
-
rr-.Xe<.�
'
Dekfast Hex Plates with Dekfast #14,
Min. 15/32-
(Optional) One or more
Min. 0.25-Inch Dens Deck
OMG W Round Metal Plate with OMG
1 per 2
SBS-SA, APP-SA,
W11
Inch
layers, any combination,
Prime or SECUROCK
HD, OMG Flat Bottom Plate (Accutrac)
it'
SBS-SA
(Optional) SBS-SA, APP-TA
-30.0
plywood
loose laid
Gypsum -Fiber Roof Board
with Roofgrip #14 orirutast 3" Metal
APP-TA
Insulation Plate with Trufast HD.
Min.
(Optional) One or more
Min. 1.5-Inch ENRGY 3, H-
Dekfast Galvalume Steel Hex with Dekfast
1 per
585-SA, APP-SA,
W 12
Inch plywood
plywood
layers, any combination,
Shield, Poly ISO 1, Polytherm
DP -Hide Insulation Plate
133 h'
S65-SA
(Optional) SBS-SA, APP-TA
APP TA
-82.5
loose laid
le Hide of
with Mule -Hide Drill Point Fastener
with
Exterior Research and Design, U.C. d/b/e Trinity) ERD Evaluation Report M30000.03.OB-R6 for FL10497.R6
Certificate of Authorization#9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6:09/08/2017
Prepared by: Robert Nieminen, PE-59266 Mule -Hide Modified Bitumen Roof Systems, (608) 365.3111 Appendix 1, Page 6 of 22
"-JTRINITY IERD
System
Insulation Layer[s) Base Sheet
Roof Corer (Note !!)
No.
Deck (Note 2)
Type
Attach Base
Fasten, Attedt
Bas a Ply
Cap
MDP (Psf)
N",
Nall Base, Polyglass G2 Base,
OMG Flat Bottom Plates (square)
Min. 19/32-
One or more
Prelim.
CertainTeed Glasbase, Firestone MR
with Roofgrip #A Dekfast Hex with
12-Inch o.c. In 4-inch lap and 12-
W-13
layers, any
Inch a c In two (2), equally
(Optional) APP-TA
APP-TA
-52.5
Inch plywood
combination
Attached
Base, I M Perma-Ply 28, Tamko Glass
Dekfast 914 or Trufast 3" Metal
spacez'staggered center rows
Base or GAFGL45 #75
Insulation Plate with Trufast HD
Min. 19/32-
One or more
Prelim.
OMG Flat Bottom Plates(square)
12-Inch o.c. in 44nch lap and 12-
W-14
Inch plywood
layers, any
Attached
Nall Base
with Roofgrip #12
Inch o.c. In two (2), equally
(Optional) APP-TA
APP-TA
-60.0
combl.ation
spaced, staggered center rows
Dekfast Hex Plates with Dekfast
Ones, more
#14; OMG 3- Round Metal Plate
10-inch o.c. In 4-Inch lap and 10-
W-15
Min. 2-
layers, any
Prelim.
Polyglass G2 Base, Nall Base
with OMG HD, OMG Flat Bottom
Inch o.c. In three (3), equally
(Optional) APP-TA
APP-TA
-75.0
inch plywood
combination
Attached
Plate (A=utrac) with Roofgrip $114
spaced, staggered center rows
orTrufast 3" Metal Insulation Plate
with Trufast HD.
Dekfast Hex Plates with Dekfast
I
#14, OMG 3- Round Metal Plate
One or more
Prelim.
with OMG HD, OMG Flat Bottom
9-Inch o.c In 4-Inch lap and 9-
layers, any
Polyglass G2 Base, Nall Base
Inch o.c. In four (4), equally
(Optional) APP-TA
APP-TA
-90.0
Inch ptywaodAttached
Plate (Accutrac) with Roofgrip #14
combination
or Trufast 3" Metal Insulation Plate
spaced, staggered center rows
with Trufast HD.
SEIiAb7RuIG BASE
v '71 -1,-11"
Min. 19/32-
One or more
Prelim.
Dekfast Hex with Dekfast #14 or
12-Inch o.e In 44nch lap and 12-
SBS-SA,
W-17
layers, any
Nall Base
Mule -Hide 3" Insulation Plate with
Inch o.c. In two (2), equally
SBS-SA
APP-SA,
-52.5-
Inch plywood
combination
Attached
Mule -Hide HDP Fastener
spaced, staggered center rows
APP-TA
One or more
124nch o.c in 4-Inch lap and 12-
SBS-SA,
W-18
Min. 19/32-
layers, any
Prelim.
Nall Base
OMG Flat Bottom Plates(square)
Inch o.c. In two (2), equally
SBS-SA
APP-SA,
-60.0-
Inch plywood
combination
Attached
with Roofgrip #12
spaced, staggered center rows
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nlemlnen, PE-59166
6m EDITION 12017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems, (6081365-3111
Evaluation Report M10D00.03.08-R6 for FL20497-116
Revision 6:09/08/2017
Appendix 1, Page 7 of 22
�l I RINIiY ERD
° c� r r• �`' �x" s, �t�" at` �'45, ^3 � R++'":rgT�si�t FF TAB ElE tW0000ECN5'L{{NEW ONSTRUCTION ERGOC ITEAR=OFF OP RECOVERa vwnn t'+' sg'Ct al 's5t,�"^*'z\+ �rf��lrgk,+�s �'tP x.'t +;({
System
Deck 1)
I
Base Sheet Roof Cover (Note 15)
I
No.
(Note
MDPW
Base Fasten
Attach Base Ply
Cap
Nall Base, Polyglass G2 o.4se,
Min. 19/32-
[ertainTeed Glasbase, Firestone
it
OMG Flat Bottom plates (square) with Roofgrip
12-Inch o.c. In flinch lap and 12-Inch o.c. in two
W33
Inch plywood
MB Base, 1M Perma-Ply {8, Tamko
#14, Dekfast Hex with Dekfast #14 orTruhst 3"
(2), equally spaced, staggered center rows
(Optional) APP-TA
APP-TA
-52.5
Glass Base or GAFGLAS#75
Metal insulation Plate with Trufast HD
W 34
Min. 19/32-
Nail Base
OMG Flat Bottom Plates (square) with Roofgrip
12-Inch o,c, in 4-inch lap and 12-Inch o,c In two
(Optional) APP-TA
APP-TA
-60.0
Inch plywood
#12
(2), equally spaced, staggered center rows
Dekfast Hex Plates with Dekfast 414, OMG 3"
W-35
Mln' 15/32
Po lass G2 Base, Nall Base
lyg
Round Metal Plate with OMG HD, OMG flat
30-Inch o.c. In 4-Inch lap and 10-Inch o.c, in three
(Optional) APP-TA
APP TA
-75.0
Inch plywood
Bottom Plate (Accutrac) with Roofgrlp 014 or
(3), equally spaced, staggered center rows
Trufast 3" Metal Insulation Plate with Trufast HD,
Dekfast Hex Plates with Dekfast 1114, OMG 3"
W-36
Min. 15/32
Pelyglass G2 Base, Nail )lase
Round Metal Plate with OMG HD, OMG Flat
9-Inch o.c. in 41nch lap and 9-Inch o.c in four (4),
(Optional) APP-TA
APP-TA
-90.0
Inch plywood
Bottom Plate (Accutrac) with Roofgrip #14 or
equally spaced, staggered center rows
Trufast 3" Metal Insulation Plate with Trufast HD.
Min. 15/32-
OMG #12 Standard Roofgdp or OMG #14 Heavy
6-Incho.c. at 4-Inch lap and 64nch o.c. in three
W-37
Inch plywood
APP Torch Base or Neil Base
Duty (min. 1-5/8-Inch long) with OMG 3" Round
(3), equally spaced, staggered center rows
(Optional) APP-TA
APP-TA
•90.0
Metal Plates or OMG Flat Bottom Metal Plates
Min. 15/32-
OMG #12 Standard Roofgrip or OMG #14 Heavy
64ncho.c at 41nch lap and 64nch o.c. in five (5),
W-38
Inch plywood
APP Torch Base or Nall Base
Duty (min. 1-5/8-Inch long) with OMG 3" Round
equally spaced, staggered center rows
(Optional) APP-TA
APP-TA
-120.0
Metal Plates or OMG Flat Bottom Metal Plates
$ElFA0HD11NGBAtxlrlyt),vM1
11
f, Cll r9`uhN .. uj e4?)is\'..<u,iM.5-11:'.45a�s�4\n;`yS
<.Y'.: ,i /:''{,v,'r{�'v.,.3r ri.i
".�'2{ .5.,.l'�5'�wiM1rry�iiziStj a``ifaTsi
�'�`,%x-+� 7� "SdT
r rii, .�'t}
r,✓i..ti
W 39
Min. 19/32-
Nail Base
I
Dekfast Hex with Dekfast #14 or Mule -Hide 3"
12-Inch o.c. In flinch lap and 12-Inch o.c. in two,
SBS-SIt, APP-SA,
inch plywood
I Insulation Plate with Mule -Hide HDP Fastener
equally spaced, staggered center rows
SBS-SA
APP-A
-52.5•
W�
Min. 19/32-
Nall
OMG Flat Bottom Plates (square) with Roofgrip
12•inch o.c. in 4-Inch lap and 224nch o.c In two,
SBS-SA, APP-SA,
inch plywood
Base
#12
equally spaced, staggered center rows
SBS-SA
APP TA
-60.0•
a r kF x y'. � i,tp�zwtr,,�, jj aC\� x` j+i d «� r';TABLE1f,11Y0bbDECifS NEWCONSTRi�CTIbNuRREdOpf�TEAR-OFF�:F Jd: �,'
� ak-v '� :
>C+�Y. �" '"s. *'d
rPy.
J ( i'Y) .R t/3 M1W` - iR"'R y�4 1t=1 iJ" f. H'ki�J" t yri 'n - T , A'f l # 9IE f.k b S. v' Fe 3 !v&M1 Ni
r�
5W +t f")}g'``-"yi 'i'{- !t,
d ='➢'� ✓'M1 f i s
.w'tSY57EM 11;PEF, VON INSULATEDrBONDEf);R00001(E({t:+
Ystem
Deck (Note 1)
Printer
Roof Cover
(Note 15)
MDP
JolntTreatment
Base Ply
Ply
Cap
No.
W-41
Min. 15/32-
(Optional) Mul -Hide 121
None
SBS-SA
SBS-SA, APP-
APP-SA, APP-
A0.0
Inch plywood
TAptlonal)
TS85-SA,
W-42
Min. 35/32-
(OpHonal)Mule-Hide 121
Plywoodlolms are covered with minimum 4-Inch wide strips of SA Base Sheet,
SBS-SA
(Optionaq SBS-SA, APP-
SBS-SA, APP-SA, APP-
I
-135.0
inch plywood
rolled into place to create continuous bond.
TA
TA
Exterlor Research and Design, I.I.C. d/b/a Trinity] ERD Evaluation Report 1030000.03.08-116 for FL10497•R6
Certificate of Authorization 09SO3 61" EDITION (2017) FBC NON-HVH2 EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems; (608) 36S-3111 Appendix 1, Page 9 of 22
\J TRINITY I ERD
TABLE 2A STEEIORCONCRETE DECKS,,NEW CONSTRUCYIgN, REf{b0�(T6Aa-0FF)oR RECOVERR,
'ff�.P�'�`SYSIEMirI'PE tt',(VfECHANICACLYpJ'1`ACHED'iN5�1L�ATION.'Bbf�DED`Rf)'OF
COVER>
System
Deck (Note SI
Base Insulation
lop Insulation layer
Roof Cover (Note 35)
Type
Fasten
Attach
Base Ply
Ply
[al)
No.
layer
MOP (psi)
Deklast Galvalume Steel Hex with Dekfast
Min. 22 ga., type B, Grade
(Optional) One or
#12 DP (steel only) or Dekfast A14, OMG
SBS-SA,
SC-1.
33 steel or min. 2,500 psi
p
more layers, any
Min. 1.5-Inch ACFoam II, Poly ISO
AccuTrac Flat Bottom Plate with d12
1 per 2.67
SBS-SA
(Optional)
(Optional) SBS-SA,
structrual concrete
combination, loose
2, H-Shield, Poly ISO 1
Roofgdp (steel only) or OMG 014 Heavy
ftz
APP-SA,
-30.0
laid ,
Duty, Trufast 30Metal Insulation Plate with
APP-TA
Tmfast H12 DP (steel only) orTmfast g14 HD
Min. 22 ga., type B, Grade
(Optional) One or
OMG AccuTmc Fiat Bottom Plate with R32
sits -SA,
SC-2.
33 steel or min. 2,50o p si
more layers, any
Min.15-Inch H-Shleld, Poly ISO 1,
Roofgrip (steel only) or OMG 014 Heavy Duty
1per 2ft 585-SA
(Optional) SHS-SA,
APP-SA,
-45.0•
strucVual concrete
combination, loose
Polytherm
Trufast 3' Metal Insulation Plate with Trufast
APPTA
i
laid
it12 DP (steel only) or d14 HD
APP-TA
Min. 22 ga., type B, Grade
(Optional) One or
SBS-SA'SC-3.
33 steel or min. 2,500 i
more layers, any
Min. 1.5-Inch H-Shleld, Poly ISO 1,
Dekfast Galvalume Steel Hex with Dekfast
ier2ftz
p
SBS-SA
(Optional) SBS-SA,
APP-SA,
-60.0
stmctrual concrete
combination, loose
Polytherm
d12 OF (steel only) or Dekfast#14
APPTA
laid
APPTA
(Optional) One or
Dekfast Galvalume Steel Hex with Dekfast
SC-4.
Min. 22 ga., type B, Grade
33 steel or min. 2,500 psi
more layers, any
Min. 1.5-Inch ENRGV 3, H-Shleld,
R32 (steel only) or 814 or Mule -Hide 3'
Insulation Plate with Mule -Hide Drill Point
1 per 1,33
(Optional) SBS-SA,
SBS-SA,
structrual concrete
combination, loose
Poly ISO 1, Polytherm
Fastener (steel only) or Mule -Hide HOP
ftz
SBS-SA
APPTA
APP•SA,
APP-TA
-82.5
laid
Fastener
Exterior Research and Design, LLC. d/b/a TrinityI ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
0 EDITION (2017) FBC NON-HVH2 EVALUATION
Mule -Hide Modified Bitumen Roof Systems; (6081365.3111
Evaluation Report M100D0.03.08-116 for FL1D497-RG
Revision 6:09/O8/2017
Appendix 1, Page 10 of 22
- I KINI'j Y ERD
SfEEL`QRCONCRETEO�CKS
4
S:w f:;a„K�,,�h;'?,;x t ,�z5Y5TEMTYpED,PRkfIIVIINARILYA7j"ACHEDINSIILATfOIt MEGHpN�CAL4�`aaTTdCHED,BAS� HEEfitBONDE ROC+F'�OVf,R'a.ri�';T
it+�+�fr.✓�".s'�,
,s�'
te& Ye% tl4 h may 1 4kli° Fnr L H i 5 S Y YI > ^ I. „ .•=^" _ ,
}Arl+"�s�}rir s
OTE.cIN5l1CATIONISOP�IONAI.F,ORR_ECOVRAPpLICpTIONS ry� .;„sp�,!,g�4,?,):.;(f ;:skyf,"'„"Y'�,,�"n
4.,
System
Deck
Insulation layer(s)
Base Sheet
Roof Cover (Note IS)
lMDP
No.
(Note 1)
Type
Attach
Base
Fasten
Attach
Base Ply
Cap
(Psi)
Min. 22 ga., type B, Grade
One more
OMG Flat Bottom Plates (square) with
12-Inch o.c. In 4-Inch lap and 18-
SC-S.
33 steel min. psi
layers, any
s,
Preltm.
Nall gale orSM Perrna-Ply
Rwfgdp 814, Dekfast Hex with Dekfast
Inch o.c. In two, equally spared,
(Optional)APP-TA
APPTA
-45.0-
strectrualconcrete
l to
combination
Attached
28
Insulation Plate
mufast
staggered center rows
staggered
NO
with Trufast HD
wit
Min. type B, Grade
Ones, more
Nall Base, Polyglass G2 Base,
CertainTeed Glasbase,
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-
SC-6.
33 steellmin.et500 psi
steel
layers,
Prelim.
Firestone28 Base,JM
Roofgrip n14, DeMaat Hex with Dekfast
Inch two, spaced,
(Optional)APP-TA
APP-TA
-52.5
rtroctrual concrete
combination
Attached
perms -Ply 28, Tamko Glass
g14 or Trufast 3"Metal Insulation Plate
ereineequally
staggered center rows
Base or GAFGLAS 875
with Trufast HD
Min. 22 a.,
g type B, Grade
One more
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-
SC-7.
33 steel min. 2,500 psi
layers, any
s,
Prelim.
Nail Base
Roofgdp #14, Dekfast Hex with Dekfast
Inch o.c. in two, equally spaced,
SBS-SA
SBS-SA,
-52.5•
strucwal concrete
l
combination
Attached
or Mule -Hide Insulation Plate
staggered center rows
APP-SA
wit
with Mule•Hide HOP Fastener
Min. 22 ga., type B, Grade
Oneormore
Prelim.
OMG Flat Bottom Plates (square with
32-inchox.In4dnchlap and 12-
SC-8.
33 steel or min. 2SD0 psi
layers, any
Attached
Nail Base
RooFgrlp 012 (steel onty)or014
Inch o.c. in two, equally spaced,
(Optional) APP-TA
APP-TA
-60.0
rthucWal concrete
combination
staggered center rows
Min. 22 ga., type B, Grade
One or more
Prelim,
OMG Flat Bottom Plates (square) with
c.. 12-Inch oIn 4-Inch lap and 12-
SBS-SA
SC-9.
33 steel or min.2,500 psi
layers, any
Attached
Nall Base
RaofgdD P32 (steel only) ar414
inch o.c. in two, equally spaced,
SBSSA
,
APP-SA
-60.0•
rtroconcrete
mbination
combination
staggered center rows
SC-10.
Min. 22 ga., type B, Grade
80 steel or min. 2,50D psi
One or more
layers, any
Prelim.
APP Torch S
Dekfast isofast IF-2.375-AT Plates with
22-inch o.c. withiln the 5-Inch wide,
(Optional) APP-TA
APP-TA
-82.5
stmctrual concrete
combination
Attached
Dekfast a15 HS
heat -welded side lap
Min. 22 ga., type B, Grade
One or more
SC-11.
90 steel or min. 2,500 psi
layers, any
Prellm.
APP Torch S
Trufast 2.4 in. Barbed Seam Plates with
12-Inch ox. within the Ranch wide,
(Optlonal)APP-TA
APP-TA
a32.5
structrual concrete
combination
Attached
Trufast EHD Fasteners
heat -welded side lap
Min. 22 ga., type B, Grade
One or more
Prelim.
Dekfast Hex with Dekfast P34 or OMG
12-inch o.c. within the 44nch lap
SL32.
33 steel or min. 2,500 Psi
layers, any
Attached
APP TorchS
Flat Bottom Plates with OMG Roofgdp
and 18-Inch o.c. In two, equally
1
(Optlonal)APP-TA
APP-TA
-112.5
structrual concrete
combination
P14
spaced, staggered center rows
Exterior Research and Design, LLC. d/b/a Tdnityl ERD Evaluation Report MID00D.03.08-R6 for FL10497-R6
Certificate of Authorization #9503 bra EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: D9/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule-HRte Modified Bitumen Roof Systems, (609) 365-3111 Appendix 1, Page 11 of 22
\N TRINITY ERD
's r r2 ` 1 TABLE 3A CONCRETE DECKS" NEW CONSTRUCTION oa REROOF(TFaa OFF) } ` ' ' x
h
OPTIFINS REFERTO,NOTE i7p !✓t,.pr, �4, �`..� 'i' ''�. ,4 <'. ��I+ t°�
., �„ u�m:. -..t:ro
"
System
Oeck
Base Insulation layer
lop Insulation layer Roof [over (Nate 15)
MOP
Pdmer
No (Note 1) Type Attads Type Attach Base Ply Ply Cap
� SflFAORERIN6BASE RYWfm BnsEINSUTADONANp OVRONAL TOPINSUTATIONOFIHESMIFTYPE !'' ., g ;, >� -+` �^: ,f «A az. iI - fit,- „ .. v+'` '�, tip.: �=�• Cr+.',
•
(Optional)
MIn.1.5-Inch H-Shield, Poty l501, MuRl•Max
(Optional) additional
D-IS
SBSSA
(Optional) SBS-SA, APP-TA
SBSSA, APP-SA,
-67.5
[-1
Concrete
Mule -Hide
FA3
D-IS
layers(s) of base Insulation
APP TA
121
C-2
Concrete
(Optional)
Mule -Hide
Min.1.5-Inch ACFoarn 11, PolyISO 2, ENRGY 3
D-15
(Optional) additional
D4S
SOS -SA
(Optional)SBS-SA, APP-TA
SBSSA, APP-SA,
APP-TA
-135.0
layers(s) of base Insulation
121
C-3
Concrete
MIn.1.5-Inch, min. 1.5 pcf EPS insulation board
D-IS
(optional) additional layers
DAS
SBS-SA
(Optional) SBSSA
SBS-SA, APP-SA
-157.5
,None
of base Insulation
C-4
Concrete
None
Min. 1.5-Inch, min. 2.0 pcf EPS Insulation board
OBS00
(Optional) additional layers
OB500
SBSSA
(Optional) SBS-SA
SBS-SA, APP-SA
-120.0
of base Insulation
L-5
Concrete
None
Min. l.Sinch ENRGY3
OB500
(Optional) additional
OB500
SBSSA
(Optional) SBSSA, APP-TA
SBS-SA,APPSA'
APP-TA
-127.5
layers(s) of base Insulation
min. 1.S4nch ACFoam 11, Poly ISO 2, H-Shleld,
OB500
(Optional) additional
OB500
SBSSA
(Optional) SBSSA, APP-TA
SBSSA, APP•SA,
-150.0
C-6
Concrete
None
Poly ISO1
layers(s) of base Insulation
APPTA
Min. 1.5•Inch ACFoam 11, Poly ISO 2, ENRGY 3,
M•OSFA
(Optional) additional
M-OSFA
SBSSA
(Optional) SBSSA, APPTA
SBSSA, APP-SA,
-232.5
C-7
Concrete
None
H-Shield, Poly ISO 2, Multi -Max FA3
layers(s) of base Insulation
APP TA
C-B
Concrete
None
Min.1.5-Inch, min. 2.0 per EPS insulation board
CR-20
(Optional) additional layers
CR-20
SBSSA
(optional)SBS-SA
SBSSA, APP-SA
-240.0
of base insulation
Min. l.Sinch ACFoam It, Poly ISO 2, ACFoam III,
(Optional) additional
SBSSA, APP-SA,
C-9
Concrete
None
ENRGY 3, HShleld, Poly ISO 1, H-Shleld CG,
CR-20
layers(s) of base Insulation
CR-20
SOS -SA
(Optional) SBS-SA, APP-TA
APP TA
-270.0
Multi -Max FA3, ISO 95+GL
Min. 2-Inch ACFoam 11, Poly ISO 2, H•Shield, Poly
OB Classic
(Optional) additional
OB
SBSSA
(optional)SBS-SA, APP-TA
SBSSA, APP-SA,
-270.0
C-10
Concrete
None
I501
layers(s) of base Insulation
Classic
APPTA
Mule,Hide
Min. 1S-Inch ACFoam 11, Poty 1SO 2, ACFoam III,
Hot
(Optional) additional
Hot
SBSSA
(Optional)SBSSA, APP-TA
SBSSA, APP-SA,
-480.0
C-11
Concrete
121
ENRGY 3, H-Shleld, Poly ISO 1, H-Shleld CG,
asphalt
layers(s) of base Insulation
asphalt
APPTA
Multi -Max FA3
?FLL'J10WINGB,ItE
r� �{���
VIyWRIJ�ATE I(liUUMONq_NDCovtnbOMb:
tt ! b�ryr
r
yy
g
C-12
Concrete
None
Min. 1.5-InchMulti-Max FA3
DAS
Min.0.25-Inch SECUROCK
D-IS
SBSSA
(Optional) SBSSA, APP-TA
SBSSA, APP-SA,
APPTA
-675
Gypsum -Fiber Roof Board
Min. 1.Slnch, min. 2.0 pcfASTM C578
Min. 0.254mch Dens Deck
DAS
SBSSA
(Optional)SBSSA
SBSSA, APPSA
-72.5
C-13
Concrete
None
Expanded Polystyrene, ACFoam 11, Poly ISO 2,
D4S
prime
ENRGY 3, H•Shield, Poly 1501
Min. 1.5-Inch, min. 2.0 pcFA5TM C578
DAS
Min. D.25-inch Dens Deck,
D-IS
SBSSA
(Optional) APP-TA
APPTA
-120.0
C-14
Concrete
None
Expanded Polystyrene
Dens Deck Prime
min. 2-Inch ACFoam 11, Poly ISO 2, ENRGY-3, H-
D15
Min. 0.254nch SECUROCK
DAS
SBSSA
(Optional) SBSSA, APPTA
SBSSA APPTA'
-247.5
C-15
Concrete
None
Shield, Poly 1501
Gypsum -Fiber Roof Board
APPTA
Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report M30000.03.08-R6 for FL70497-R6
Certificate of Authorization R9503 61e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (608) 365.3111 Appendix 1, Page 12 of 22
�J TRINITY I ERD
�,,�"�;,�.��+"':,a«�a
v ktM1,�3: z9 r4�+{•F
�:� _ '`t::}a Yt.p ,�s��ta ,';s>, TAB��3A'CU•n.I-CRETEOEEKS"NEWfONSTRUCT10NioRREROOF.`7Eaa"OF `",r�",'�, ��r n�".'`t�' , r�hvl='�,ra�.��, rs,,,wt .,, ,.,
�..,.� 3,u s�, �z.,x^.! �. �x'. )rY.'.: �Y arr lid `n•= "3 rirc f,.zi'!M k A"..�„kr 4< 1 .�i ,,yy "re `i . 5t°i, �` S4t izV V'4x 1n ,A M 41c r,!'..
y''�A�
rr .,?�.a ... ,,::.i,,.a,1Ps,
2x'Cj.g.' 5 EM 4YPEA2 BONGED INSUI AjION BOLDED ROOFC9VER I"3 � r a,t 3
; X" V,< �fp 3 [ 5. it � i 4- i
N �Yf QjU:.Yr (f �1 .Yu,..t:.. !RSA. Se::: K F FwSts Lfp N� F• r^'�iGd: i i Y A.:, p IVi�(= y f.� } V.' ✓
System
Deck
Primer
1
Base Insulation Layer
Top Insulation Layer
Roof Cover(Note 15)
MDP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Ps"
C-16
Concrete
None
Min. SSdnch ACFoam 11, Poly ISO 2, ENRGY 3,
OB500
Min. 0.25-Inch Dens Deck
06500
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-72.5
H-Shield, Poly ISO 1 or ISO 95+GL
Prime
C•17
Concrete
None
Min. 1.5-Inch ENRGY3
OB500
Min. 0.25•Inch Dens Deck,
OB500
SBS-SA
(Optional)APP-TA
APP-TA
•127.5
Dens Deck Prime
C-18
Concrete
None
Min,1.5-Inch ACFoam 11, Poly ISO 2, H-Shleld,
08500
Min, 0.25-Inch Dens Deck,
OBS00
SBS-SA
(Optional) APP-TA
APP-TA
-150.0
Poly 1501, 150 95+GL
Dens Deck Prime
C-19
Concrete
None
Min. 2-Inch ACFoam II, Poly ISO 2, ENRGY-3, H-
08500
Min. 0.25-Inch SECUROCK
OB500
SBS-SA
(Optional) SBS-SA, APP-TA
SUS -SA, APP-SA,
Shield, Poly ISO 1
Gypsum -Fiber Roof Board
APP TA
-247.5
C-20
Concrete
None
Min.1.5-Inch ACFoam It, Poly ISO 2, ENRGY 3,
M-0SFA
Min. 0.25-Inch Dens Deck
MASFA
SBS-SA
(Optlonal)SBS-SA, APP-TA
SBS-SA,APP-SA'
H-Shleld, Poly ISO 1, Multi -Max FA3
Prime
APP-TA
-72,5
C-21
Concrete
None
Min. 1.5-Inch ACFoam 11, Po ISO 2, ENRGY 3,
M-0SFA
Min. 0.25-Inch SECUROCK
H-Shield, Poly 1501, Multi -Max FA3
Gypsum -Fiber Roof Board
-0
MSFA
SBS-SA
(Optional) SBS-SA, APP-TA
APP- AAPP-�'
-232.5
C-2x
Concrete
None
Min. 24nch ACFoam 11, Po ISO 2, ENRGY-3, H-
ty
M-0SFA
Min. 0.254nch SECUROCK
M-0SFA
SBS-SA
(Optional)SBS-SA, APP-TA
SBS-SA,
-247.5
Shield, Poly 1501
Gypsum -Fiber Roof Board
C-23
Concrete
None
Min. 1S-Inch, min. 2.0 pcfASTM C578
CR-20
0,25-Inch Dens Deck
Expanded Polystyrene
PrimeMIn.
CR-20
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-725
C-24
Concrete
None
Min. 1.54nch, min. 2.0 pd A5TM C578
CR 20
Min. 0.25-Inch Dens Deck,
Expanded Polystyrene
Dens Deck Prime
CH-20
SBS-SA
(Optional) APP-TA
APP-TA
-240.0
Min. 1.5-Inch Ultra -Max, Multi -Max FA-3, min,
C-25
Concrete
None
1.3-Inch ACFoam 111 or min. 1.0-Inch ISO 95+GL,
CR-20
MIn.0.25-inch SECUROCK
0.2
CR-20
SOS -SA
(Optional) SBS-SA, APP-7A
SBS-SA, App_5A,
-240,0
HShleld, Poly ISO 1, H-Shleld CG, ENRGY 3
Gin.
Fiber Roof Board
gpP TA
C-26
Concrete
None
Min. 2-Inch ACFoam 11, Po ISO 2, ENRGY-3, H-
ty
CR-20
Min. 0.25-Inch SECUROCK
SBS-SA, ApP-SA'
Shield, PolyISO 1
G ypsum-Fiber Roof Board
CR•20
SBS-SA
(Optional) SBS-SA, APP-TA-247.5
C-27
Concrete
None
Min. 2-Inch ACFoam 11, Poly ISO 2, H-Shield, Poly
OB Classic
Min. 0.25-Inch SECUROCK
OB
SBS-SA
(Optional) SBS-SA, APP•TA
SBS-SA, APP-SA,
NO 1
Gypsum -Fiber Roof Board
Classic
APp TA
-350.0
C-28
Concrete
Mule -Hide
Min. 1.54nch ACFoam 11, Poly ISO 2, ACFoam 111,
Hat
Min. 0.254nch SECUROCK
Hot
SBS-SA, APP-SA,
121
ENRGY 3, H-Shfeld, Poly ISO 1, H-Shield CG,
SBS-SA
(OpUonal)SBS-SA, APP TA
-350.0
Multi -Max FA3
asphalt
Gypsum -Fiber Roof Board
asphalt
APPTA
C-29
Concrete
None
Min. 2-Inch ACFoam 11, Poly ISO 2, H•Shield, Poly
Min, 0.25-Inch SECUROCK
[Sol
615
Gypsum -Fiber Roof Board
D-IS
APP TA
(Optional) APP TA
APP-TA
-232.Stl
C-30
Concrete
None
min. 2-Inch ACFoam II, Poly ISO 2, H-Shield, Poly
Min. 0.25-Inch SECUROCK
1501
OB500
Gypsum -Fiber Roof Board
OB500
APP-TA
0 tional)APP-TA
( P
APP-TA
-232.5
C-31
Concrete
None
Min. 24nch ACFoam 11, Poly ISO 2, H-Shield, Poly
Min. 0.25-Inch SECUROCK
1501
M-0SFA
Gypsum -Fiber Roof Board
M-OSFA
APP-TA
(Optional) APP-TA
APP-TA
-232.5
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report M30DD0.03.08-R6 for FL10497-R6
Certificate of Authorization n9503 6TM EDITION (2017) FBC NON-HVH2 EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide ModHied Bitumen Roo} Systems; (608) 3653111 Appendix 1, Page 13 of 22
\ '\�TRINITYJERD
NECONSTRUCiION OR ER
ED,R
4"
NO OR TE
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Note 2)
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psi)
Min. I.S-Inch Ultra -Max or Multi -Max FA-3,
C-32
Concrete
None
Min. 1.3-Inch ACFoam III or min. 1.0-Inch ISO
CR-20
Min. 0.25-inch SECUROCK
CR-20
APP-TA
(Optional) APP-TA
APP-TA
-232.5
95+GL, H-Shield, Poly ISO 1, H-Shield CG or
Gypsum -Fiber Roof Board
ENRGY3
C-33
Concrete
None
(Optional) Min. 2-inch ACFoam 11, Poly ISO Z H-
OB Classic
MI .0.25-inchSECUROCK
OB
APP-TA
(Optional) APP-TA
APP-TA
-232.5
Shield, Poly ISO I
Gypsum -Fiber Roof Board
Classic
Mule -Hide
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ACFoam III,
Hot
min. 0.25-Inch SECUROCK
Hot
C-34
Concrete
221
ENRGY 3, H-Shield, Poly ISO 1, H-Shield CG,
asphalt
Gypsum -Fiber Roof Board
asphalt
APP-TA
(Optional) APP-TA
APP-TA
-232.5
1
1
1 Multi -Max FA3
UPS_ NICRETE E
edy
-4
x"c-5f!WEh4TYPIfF..Fh0N-1
NSIJIXf 0 6td:ikb6
ED';" JF
E Oil
System
Deck
Roof Cover [Note 15)
No.
Primer
MDP (Psq
Base Ply �4__
Ply
Cep
(Note 1)
C-35
Concrete
MuleHidel2l
SBS-SA
(Optl onal) SBS.SA, APP-TA
SBS-SA, APP-SA, APP-TA
-315.0
Exterior Research and Design, U-C. d/b/a Trinity[ ERD
Certillicate of Authorization 99503
Prepared by; Robert Nleminen, PE-59166
e EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide Modified Bitumen Roof Systems, (608) 365-3111
Evaluation Report MI0000.03.08-R6 for FL.20497-R6
Revision 6:09/08/2017
Appendix 1, Page 14 of 22
4TRINITYIERD
s,,.x 2 ka'KF'T f n3ys: dry am-'arx
K1aw"`� uv�a)rx+y.s +t'u l`�,�I
'W'C' 1x , i„*'..tiaet rv+rr �. n
E a �.;z� 7A�4E+t� W�iHTVUE.IGHTCOyCgExE'D��KS JVEW�'AN�'fRUC�ION�pk1,t��t�lOP h•OPF} �� '���5., sF� s"'.0 :y, ��Gas,t
A�tzm,�
BQND�`�INSUTAiION`�90N4 d-l�i0"F
a, ., �„,.,i., 4., se.p.. ,.;. .; ��x. s'f.,r„,N,tk
d���t ��,'�";,x.a;..� k9y5iE,Ml'VP ,pl CtOVEf)t ,?ir .,'*,vs.,;`i•;aa 4i�a, ��`Y R'.; s_�A. s�,''.;,.0 3.'�- �< �'��+,�' it'`
System Deck tNote 1)
Base Insulation layer Coverboard
Roof Cover (Note 15)
No. Deck
LWC
Type
Attach Two
Attach
Base Ply
Ply
Cap
MOP (pso
SD>!-hRNquNO BASE PLYg41DM'BaSilNadlA710N,
NbDPtlDN11�,y70PI
001 pH Oi7RESaM�,1yPE;a
LWC4
Concrete
Min. 200 psi, min
Min. 1.5-Inch, min. 2.0 pcfASTM C578
OB500
I
(Optional) Additional layers
I
OB500
SBS-SA
(Optional)SBS-SA
SBS-SA, APP-SA
-120.0
2-Inch Elastizell
expanded polystyrene
of base Insulation
LWC-2
Concrete
Min. 200 psi, min
Min. 1.5-Inch ACFoam II, Poly ISO 2, ENRGY
OB500
(Optional) Additional layers
OB500
SBS-SA
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
2-Inch Elastizell
3, ISO 95+GL, H-Shield, Poly I501
of base Insulation
TA
APP-TA
_225.0
LWC-3
Concrete
Min. 200 psi, min.
Min.1.5-Inch, min. 2.0 pdASTM C578
(Optional) Additional layers
2-Inch Elastizell
expanded polystyrene
CR•20
of base insulation
CR-20
SBS-SA
(Optional) SBS-SA
SBS-SA; APP-SA
-180.0
LWC-4
Concrete
Min. 200 psi, min.
P
Min. 1.5-Inch ACFoam II, Poly ISO 2, ACFoam
III, ENRGY 3, ISO H-Shield, Poly ISO 1,
CR-20
risen layers
(Optional) y
CR•20
SBS-SA
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
2-Inch Elastizell
M95+ ulti-Max
H-Shleld CG, Multi -Max FA3
of
of base Insulation
Insulation
TA
APP TA
-180.0
LWc-S
Concrete
Min. 200 psi, min.
elcore or
Mln. 1.5-inch, min. 2.0 pcf ASTM C578
CR-20
(Optional) Additional layers
CR-20
SBS-SA
(Optional) SBS-SA
585-SA, APP-SA
-222.5
earl
Mearicrete
expanded polystyrene
of base Insulation
Min. 200 psi, min.
Min.1.5-Inch ACFoam II, Poly 150 20 ACFoam
LWC-6
Concrete
2-Inch Ceicore or
III, ENRGY 3, ISO 95+GL, H-Shield, Poly ISO 1,
CR-20
(Optional) Additional layers
CR-20
SB5-SA
(Optional) SBS-SA, APP-
SWSA, APP-SA,
-222.5
Mearlcrete
H-Shield CG, Multi -Max FA3
of base Insulation
TA
APP TA
,SEWAoxmi.NDBASEpivyzirNB
Ir}suGTldgfArfP COVERBDdRti
s�,�y.. i?sy;,a� 4 ,Kier s'( `ry a
t�q, x tt'�
kw.
a
�
n 5., -✓ `
�' ,}}t: '" ,fib• uAA'rrm +f
; ,ar {*4x ' s r
✓*.. ^fn; 3
LLV
LWC-7
Concrete
Min. 200 psi, min
Min. 1.5-Inch, min. 2.0 pdASTM C578
OB500
Min. 0.25-Inch SECUROCK
(Optional)SBS-SA, APP-
SBS-SA, APP-SA,
2-Inch Elastizell
expanded polystyrene
Gypsum -Fiber Roof Board
OB500
SBS-SA
TA
APP TA
.120.0
LWC-8
Concrete
Min. 200 psi, min
Min.1.5-Inch ACFoam II, Poly ISO 2, ENRGY
OB500
Min. 0.25-inch SECUROCK
SBS-SA, APP-
SBS-SA, APP-SA,
2-Inch Elastizell
3, ISO 95+GI, H-Shleld, Poly ISO
Gypsum -Fiber Roof Board
OB500
SBS-SA(Optional)
TA
APP TA
_225.0
Min.1.5-Inch ACFoam II, Poly ISO 2, ACFoam
LWC-9
Concrete
Min. 20D psi, min.
III, ENRGY 3, ISO 95+ G4 H-Shleld, Poly ISO 1,
CR-20
Min. 0.254nch SECUROCK
SBS-SA, APP-
SBS-SA, APP-SA,
2-Inch Elastizell
H-Shield CG, Multi -Max FA3 or min. 2.0 pd
Gypsum -Fiber Roof Board
CR-20
SBS-SA(Optional)
TA
APP-TA
_180.0
ASTM CS78 expanded polystyrene
Min. 200 psi, min.
Min. 1.5-Inch ACFoam 11, Poly ISO 2, ACFoam
LWC-10
Concrete
2-Inch Celcore or
Ill, ENRGY 3, ISO 95+GL, H-Shield, Poly ISO 1,
CR-20
Min. 0.25-Inch SECUROCK
CR-20
(Optional) SBS-SA, APP-
SBS-SA, APP-SA,
Mearlcrete
H-Shleld CG, Multi -Max FA3 or min. 2.0 pd
Gypsum -Fiber Roof Board
SBS•SA
TA
APP-TA'
-2225
ASTM C578 expanded of p polystyrene
ioR4lAvvum8A5ELY,^ilb'-z��,�a!t.xsixSt`
°;:.zu *t", "`4^1 ;��i'° } :7;'`:fiiy,. "� *;
I".a-�1.,.¢°F�'
al
,..+� *^, ,.
..
.Yd,9, <u:",k:°�aYFo
'*r411
LWC•11
Concrete
Min. 200 psi, min
Min. 1.5•Inch ACFoam 11, Poly ISO 2, ENRGY
OB50D
Min, 0.25-Inch SECUROCK
BP -AA, SBS-
(Optional)BP-AA, 585-
SBS-AA, SBS-TA,
2-Inch Elastizell
3, ISO 95+GL, H-Shield, Poly 1501
Gypsum -Fiber Roof Board
OB500
AA, APP TA
AA, SBS-TA or APP-TA
APP TA
-225.0
Min. 1.5-Inch ACFoam II, Poly ISO 2, ACFoam
:LWC-12
Concrete
Min. 200 psi, min.
III, ENRGY 3, 15095+GL, H-Shield, Poly ISO 1,
CR 20
Min. 0.25-Inch SECUROCK
BP -AA, SBS-
(Optional)BP-AA, SBS-
SBS-AA, SBS-Tq.
2-Inch Elastizell
H-Shield CIS, Multi -Max FA3 or min. 2.0 pd
Gypsum -Fiber Roof Board
CR-20
AA, APP TA
AA, SB5-TA or APP-TA
APP-TA
_180.0
ASTM C578 expanded polystyrene
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report M3DD00.03.08-R6 for FL10497-R6
Certificate of Authorization R9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-S9166 Mule -Hide Modified Bitumen Roof Systems; (608) 365-3111 Appendix 1, Page 15 of 22
`I 1 KINITY
lERD
z �.;� q4.� ; '�" '. �z #'cr xf TABLE 4A LIGHTWEIGHITCONCRETE DECKS NEW CONSTRUCTION
is
'
r'w,BONDED �710N,
INSULQ-. BONED
Deck (Note 1)
Base Insulation layer
Wverboard
Roof Cover (Note 15)
System
MDP (psF)
No.
O�E
Type
Attach
Type
Attach
Base Ply
Ply
Cap
MIn.1.5-Inch ACFoam 11, Poly ISO 2, ACFoam
i,min.
III, ENRGY 3, ISO 95+GL, H-Shleld, Poly ISO 1,
Min. 0.25-Inch SECUROCK
BP -AA, SBS-
(Optional)BP-AA, SBS-
SRS-AA, SBS-TA,
LWC-13
Concretere
or
H-Shleld CG,Multi-Max FA3 or min. 2.0 pcf
CR-20
Gypsum -Fiber Roof Board
CR-20
AA, APP-TA
AA, SBS-TA or APP-7A
APP-TA
-222.5
ABM C578 expanded polystyrene
TABILE48 LIGHTWEIGHHTCONCRETEDECKS
NEW CONSTRUCTIONORAEROD F(TEAR-Opp)
'�SVSTEM7YPEA,Z ECHANIGALLY ATTACHED
ANCHOR$HEET;BONDED INSUIFTI N BONDED'RCi
COVER r
., .,... s� ,.. ,. M
_ _O
_r •..�.. 1
System
Detk(Note1)
Anchor5heet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
Struct
LWC
Type
Fasten
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap
IPA)
Min. 22 ga.,
7-inch o.c. at 4-inch lap
Min. 1.5-Inch ACFoam
LWC-14
Type B, vented
Min. 300 psi
GAFGLAS
OMG CR
and 7-Inch a.c. In two,
II, Poly ISO 2, H-Shleld,
Hot
None
N/A
N/A
SBS-SA
(Optional) 5&SSA,
5B5-SA, APP-
-45.0
steel at max.5k
Approved
#75
BSF
equally spaced center
Poly I501, Multi -Max
asphalt
SA, APP-TA
spans
cellular LWC
rows
FA3, Polytherm
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report M10000.03.08-1116 for FL10497-R6
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (608) 365-3111 Appendix 1, Page 16 of22
`J TRINIiY I ERD
1 „'YtTABLE4CtiUGHi1NE1GHYCUNCREtED�C1C5-t,+'NEW
ag r..,,,N
CONStRUL7ldIuoR pp.EROOF TEAtY;OFF Ir,t�'t`+tX
,tu
�i34'i%,(,+, ii
F"I.'"i
ar. �y
t x. r. sY�fyt,,,s4+'7 Asta:,n5
A+ 5%,k.�l?r,tttf^+44>::j
..r..:.:a4�4n1
E:.i EQHANfBLY�T�ArtHBAiE�9hEET BOts1DEi�iifl,OF
t?{xutls:.t,':4',;?y'tia-4,.4i'?Y9'[EM,'Ir1CPE
COVER^m�'"`o,e
4v:.A-'t+.Cii4+
System
Deck (Note 1)
Base Sheet
Roof Cover(Note 15) MDP
No.
Structural Deck
Lightweight Concrete
Type
Fasten
Base Ply
Cap (pso
t
£,CElNi1BCELLY1WiNGMWDGIITINSUTATNGCDNfatTE`Y
f '#• �1 :�r t�� �
x ,»sffs...�)-+ d rfp �Alr F �
{Y ;i � V3.'
sAttach Sn�
�.':i >5$Ha�"� �rz"Ir. ['.� ..K, t .V5 � �n:Ys�.�
D�;x.,':,"`,�a ;,: si�t-
�2', 'v' � y� Y*��
LWC-15
Min. 22 ga., type B steel at max 5
Min. 225 psi, min. 2-inch thick
Polyglass G2 Base, Nall Base
TrufastTwln
9-Inch o.c in a 4-Inch lap and 18-inwh ox. In two,
(Optional)
APP-TA
-45.0
structural spans or sctural concrete
Celcore MF
LncNail
equally spaced, staggered rows in the field of the sheet
APP-TA
LWC-16
Min. 22 ga., type B steel at max 5
Min. 225 psi, min. 2-Inch thick
Nall ease
Trufast Twin
9-Inch oz. in a 4-Inch lap and 18-Inch o.c. in two,
SBS-SA,
ft spans or structural Concrete
Celcore MP
Loc-Nall
equally spaced, staggered rows in the field of the sheet
SBS-SA
APP-SA,
45.0
APP-TA
LWC-17
Min. 22 ga., type B steel at max 5
Min. 300 psi, min. 2-Inch thick
Nall Base
Trufast FM-90
8-Inch oz. In a 44nch lap and 8-Inch o.c. in three
(Optional)
App•TA
•60.0
ft spans or structural concrete
Celcore MF
equally spaced, staggered center rows
APP-TA
LWC-18
Min. 22 Be., type B steel at max 5
Min. 300 psi, min. 2-Inch thick
Nail Base
Trufast FM-90
8-Inch oz. In a 4lnch lap and a -Inch o.c. In three
SBS-SA
SSS-SA,
APP-SA,
-60.0
fts spans or structural Concrete
P
Celcore MF
equally spaced, staggered center rows
APP-TA
PolyglassG2 Base, Nail Base,
GAFGLAS 075, GAFGLAS Statavent
Nallable Venting Base Sheet,
LWC-19
Min. 22ga., type Bsteel at max5
Min. 300 psi, min. 2-Inch thick
GAFGLASPIya,GAGIASFlexPlya,
Trufast FM-90
7-Inch o.. in a 3-Inch lap and 7-Inch oz. In two, equally
It spans or structural Concrete
Celcore
1MPemia Ply No.2g,JM
or CMG CR BPF
spaced, staggered rows in the field of the sheet
APP-TA
APP-TA
-75.0
Vemulatlon, JM GlasPly IV. GlasPly
Premier. Tanaka Glass -Base, Tamko
Vapor -Chan
LWC 20
MIn. 22 ga., type B steel at max 5
Min. 300 psi, min. 2-Inch thick
Nail Base
Trufast FM-290
10-Inch oz. in a 4-Inch lap and ID -inch oz. in three
(Optional)
fts ans or structural Concrete
P
Celcore MF
equally spaced, staggered center rows
APP-TA
APP-TA
-90.0
[EumzD1CL118LAa
11d11LWEWHTINSUI}1TdJG CONCRETE
Y^f"�'i�:b
„t,,,
+x 1'�"l.Ycti'i
'7�ra Ny,°txt
t._
v`.h""...'?'9'-F ,Av ,A°, i.. 41 .ey*',
; n'M{ 5't,.,
.:k 5,1
i1:'. 1;. }4 p4,J ,c4.70q;, yY'.
su, r S
�,i.. ,<
Polyglass G2 Base, Nall Base,
Min, 0.0179-Inch Tensllform 5-75
GAFGLAS N75, GAFGLAS Statavent
Nallable Venting Base Sheet,
LWC-21
or min. 0.0205•inch Tensilform
Min. 200 psi, min. 2-inch thick
GAFGLAS PIy4, GAFGLAS FlexPly 6,
Trufast FM-90
7.5-Inch oz. in a 3-Inch lap and 7.5-Inch o.c. in two,
75 at max 5 Itspans or
Elastizeil Range II
JM Pampa Ply No. 28. JM
or OMG OR BPF
equally spaced, staggered rows In the field of the sheet
APP-TA
APP-TA
-30.0
structural concrete
Vensulatlon, JM GlasPly IV. GlasPly
Premler. Tamko Gla wilese, Tanaka
Vapor{han
Min. 0.01794nch Tensllform S-75
or min. 0.0205-Inch Tensllform
Min. 200 psi, min. 2-Inch thick
Nall Base
Trufast FM-90
7.5-Inch oz. in a 3-Inch lap and 7.54ndi oz. in two,
SBS-SA,
75 at max 5 It spans or
Elastizell Range II
or OMG CR BPF
equally spaced, staggered rows in the fleld of the sheet
SBS-SA
APP-SA,
-30.0
structural concrete
APP-TA
Polyglass G2 Base, Nail Base,
GAFGLAS 075, GAFGLAS Statavent
Nallable Venting Base Sheet,
LWC-23
Min. 22 go, type B steel at max 5
Min. 200 psi, min, 2-Inch thick
GAFGLAS PIy4, GAFGLAS FlexPly6,
Trufast FM-90
7-Inch oz. in a 3-Inch lap and 7-Inch ox. In two, equally
It spans or structural concrete
Elastlzell Range ll
JM Penna Ply No. 28,JM
or OMG CR BPF
spaced, staggered rom In the field of the sheet
APP-TA
APP-TA
-45.0
Vemlatlon, JM GlasPly w. GlasPly
Premier. Tamko Glass -Base, Tamka
Vapor{han
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report M30000.03.08-116 for FL10497-R6
Certificate of Authorization 99503 67" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nleminen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (608) 365 3111 Appendix 1, Page 17 of 22
'\�TRINITYJERD
FF
WOOSYST,!�M�T.YPE:EEC :,MHAN[tALLY�ATrAtMEpqf��ESHE�tdON6 FQQ-N
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MOP
No.
Structural Deck
Ughtweight Conmw
Type
Fasten
Attach
Base Ply
Cap
(Psf)
min. 22 ga., type B steel at max 5
Min. 200 psi, min. 2-Inch thick
Trufast FM-90
7-Inch o.c. In a 3-Inch lap and 7-Inch o.c. In two, equally
SBS-SA'
LWC-24
ft spans or structural concrete
Elasthell Range 11
Nall Base
or OMG OR BPF
spaced, staggered rows In the field of the sheet
SBS-SA
APP-SA,
-45.0
APP-TA
Min. 350 psi, min. 2-Inch thick
Min. 22 ga., type B vented steel
Elastlzell with Zell -Crete
84nch o.c. In a 44nch lap and 8-Inch c.c. In three,
(Optional)
LWC-25
at max 5 ft spans or structural
Fibers, supplemental attached
Nall Base
Trufast FM-290
equally spaced, staggered rows In the field of the sheet
APP-TA
APP-TA
-52.5
concrete
with Roofgrip #21 and 3-Inch
plates at I per 8 ft2
Min. 350 psi, min. 2-Inch thick
Min. 22 ga., type 8 steel at max 5
Elasthell with Zell -Crete
TrufastTwIn
6-inch o.c In a 4-Inch lap and G-Inch o.c. In three,
LWC-26
ft spans orstructural concrete
Fibers, supplemental attached
Nail Base
Loc-Nalls ImIn.
equally spaced, staggered rows In the field of the sheet
APP-TA
APP-TA
-60.0
with Roofgrip #21 and 3-Inch
1.8-Inch)
plates at I per 8 ft2
Min. 350 psi, min. 2-Inch thick
Min. 22 ga, type B steel at max S
Elastizell with Zell -Crete
Trufast Twin
6-Inch o.c. In a 4-inch lap and 6-Inch o.c. In three,
SBS-SA,
LWC-27
ft spans or structural concrete
Fibers, supplemental attached
Nall Base
Inc -Nails (min.
equally spaced, staggered rows In the field of the sheet
SBS-SA
APP-SA,
-60.0
with Roofgrip #21 and 3-Inch
1.84nch)
APP-TA
plates at I per 8 ft2
t
"botivi Hw M" OrrIM, ... lA'V-N'GCd M-
LWC-28
Min. 22 ga., type B steel at max 5
Min. 300 psi, min, 24nch thick
Polyglass G2 Base, Nall Base,
Trufast FM-90
7-inch o.c. In a 44nch lap and 7-Inch o.c. in two, equally
ft spans orstructural concrete
Mearknete
Tamko Vapor Chan
or OMG OR BPF
spaced, staggered rows In the field of the sheet
APP-TA
APP-TA
45.0
Min. 22 ga., type 8 steel at max 5
Min. 300 psi, min. 2-Inch thick
Trufast FM-90
7-Inch o.c In a 4-Inch lap and 74nch = In two, equally
SOS -SA,
LWC-29
ft spans or structural concrete
Mearlcrete
Nall Base
or OMG CR BPF
spaced, staggered rows In the field of the sheet
585-SA
APP-SA,
-45.0
APP-TA
Min. 22 ga., type S steel at max 5
Min. 300 psi, min. 2-Inch thick
Polyglass 62 Base, Nall Base,
Trufast FM-90
7-Inch o.c. In a 4-Inch lap and 7-Inch o� In two, equally
BP -AA, SBS-
SBS-AA,
LWC-30
ft spans or structural concrete
MearIcrete
GAFGLAS H75, JM Parma Ply
or OMG CR BPF
spaced, staggered rows In the field of the sheet
AA, SBS-TA,
SBS-TA, or
-52.5
No. 28, Tamko Glass -Base
orAPP-TA
APP-TA
LWC-31
Min. 22 go., type B steel at max 5
Min. 300 psi, min. 2-Inch thick
Nall Base
Trufast FM-90
7-Inch o.c. In a flinch lap and 7-Inch c.c. In two, equally
SBS-SA
SBS-SA,
APP-SA,
-52.5
it spans or structural concrete
Mearlcrete
or OMG OR BPF
spaced, staggered rows In the field of the sheet
1
1
1
1
1
1 APP-TA
I
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report M10000.03.D8-R5 for FL10497-RG
Certificate of Authorization #9503 IP EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PI Mule -Hide Modified Bitumen Roof Systems; (60813653111 Appendix 1, Page 18 of 22
��TRINITYJERD
M
System
Deck 1)
Dam Insulation Layer
Top Insulation Layer
Roof Corer (Note 15)
NO.
(Note,
Type
Attach
Type
Attach
Bass ply
Ply
Cap
MOP (psf)
Min. 2.54ncb Tectu an
Min. 1.5-inch ACFoam 11, Poly ISO
134S or
Min. 0.25-inch Dens Deck, Dam Deck Prime,
(Optional) SBS-SA,
SBS-SA,
CWF-1
Plank orTectum LS Plank
2, ISO 95+G4 H-Shleld, Poly ISO 1,
OBSOO
SECUROCKGypsumFlber Roof Board
D4SorOB500
SBS-SA, APFITA
APP-TA
APP-SA.
-45.0
Polytherm, ENRGY-3
APP-TA
CWF-2
Min. 2.5-Inch Tecturn
Min. 1.54nch ACFoam11, Poly ISO
2, ISO 95+GL, H-Shield, Poly ISO 1,
CR-20
Min. 025-Inch Dens Deck, Dens Deck Prime,
CR-20
SBS-SA, APP-TA
(Optional) SBS-SA,
SSS-SA,
APP-SA,
-52.5
Plank orTecturn IS Plank
1 Polythemn, ENRGY-3
SECUROCK Gypsum -Fiber Roof Board
APP-TA
APP-TA
INEWCONSTRUIC
Q0Nd4 ' 'Uv"V SWOOD FIBERDECKS xV
M", '-�j ........ .
Pas, EET C,
, _;'B0NP' 'R
Pill
System
Deck
Anchar5heat
Sam Insulation
Top Insulation
Roof Cover (Note 15)
No.
(Note 1)
Type
Fasten
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap
MOP (psf)
94nch o.c In 4-Inch
Min. 1.54nch ACFoam
Min. 2.5-Inch
Tecturn Plank
Nall Base,
Trufast
lap and 12-inch o.c.
11, Poly 150 Z ACFoam
III, ISO9S+GL, H-Shield,
Hot
Min. 0.25-Inch Dens Deck,
Hot
SBS-SA,
(optional) SBS-
SBS-SA,
CWF-3
or Tecturn LS
Polyglass G2
Inuldel:
In two, equally
Poly ISO I ENRGY3
asphalt
Dens Deck Prime, SECUROCK
asphalt
APP-TA
SA, APP-TA
APP-SA,
-30.0-
Plank
Base
Lac -Nail
spaced, staggered
Polyther;.r MWtI.'
Gypsum -Fiber Roof Board
APP-TA
center nmvs
Max FA3,
9-Inch o.c In 44nch
Min. I.S-Inch ACFoam
Min. 2.5-Inch
Nall Base,
Trufast
lap and UWnch o.c.
11, Poly ISO 2, ACFoam
Min. 0254nch Dens Deck,
SBS-SA,
CWF-4
Tecturn Plank
Polyglass G2
Twin Loc-
In two, equally
III, IS095+GL, H-Shield,
Hot
Dens Deck Prime, SECUROCK
Hot
SBS-SA,
(Optional)SBS-
APP-SA,
-45.0-
orTecturn LS
Plank
Base
Nall
spaced, staggered
Poly ISO 1, ENRGY 3,
asphalt
Gypsum -Fiber Roof Board
asphalt
APP-TA
SA, APP-TA
APP-TA
Polytherm or Multi -
center rows
Max FA3,
DER ECKS�7-,NEW,CONSTRUitbN6,tREROOF( "'-04YA'r
n"!%
g, ��v - 'w -
t G
EFVAQNDWROQF COVER
P' M'.v
System
Deck
Base sheet
Roof Conter (Note IS)
No.
(Nate 1)
Base
Fasten
Attach
Base Ply
Cap
MDP (Poll
Min. 2.5-inch Tecturn
CWF-S
Plank orTecturn LS
Nall Base, Polyglass G2 Base
Trufast Inuldek Loc-Nall
9-Inch o.� In 4-Inch lap and 12-Inch o.c. In two,
(Optional) APP-TA
APP-TA
-30.0-
Plank
equally spaced, staggered center rows
Min. 2.5-inch Tecturn
CWF-6
Plank or Tecturn LS
Nall Base, Potyglass G2 Base
Trufast Twin lac -halls
9-Inch = In 4-Inch lap and 18-Inch o.c. In two,
(Optional) APP-TA
APP-TA
-45.0*
Plank
equally spaced, staggered center row
Exterior Research and Design, LLC d/b/a Trinity I ERD Evaluation Report M10000.03,08-116 for FLI0497-R6
Cerfificabe of Authorization 89503 (P EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by. Robert Nlemlnen, PE-59166 Mule -Hide Modified Bitumen Roof Systems, (608) 365.3111 Appendix 1, Page 19 of 22
F�o
\,,,] TRINITY I ERD
. .. ....
INSUit TJ
System
Base Insulation LayerTop
1
Insulation Layer 1
Roof Cover (Note 15) 1
mop
No.
Deck (Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psq
Min. 1.5-Inch ACFoam 11, Poly
r11
Existing, sound poured
ISO 2, ENRGY 3, H-Shleld, Poly
OB500
0
Min. 25-Inch Dens Deck Prime
OB500
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
-72.5
gypsum or gypsum plank deck
ISO 1 or min, 2.0 pcf, ASTM
APP-TA
C578 expanded polystyrene
ExIstinp, sound poured
Min. 1.54nch min. 2.0 pcf,
(Optional) additional layers(s) of base
G-2
ASTM C578 expanded
013500
OB500
SBS-SA
(Optional) SBS-SA
S8S-SA, APP-SA
-112.5
gypsum or gypsum plank deck
polystyrene
Insulation
G-3
Existing, sound poured
Min. 1.5-Inch ACFoam 11, Poly
ISO Z ENRGY 3 or H-Shleld,
OB500
(Optional) additional layers(s) of base
SRS-SA
(Optional) SOS -SA, APP-TA
SBS-SA, APP-SA,
-112.5
gypsum or gypsum plank deck
Poly ISO 1
Insulation
Insulation
APP-TA
Min. 1.5-inch ACFoam 11, Poly
Existing, poured
ISO 2, ENRGY 3 or H-Shleld,
Min. 0.25-Inch SECUROCK Gypsum -Fiber
SBS-SA, APP-SA,
G4
Poly 150 1 or min. 2.0 pcf,
OBSOU
OBS00
SRS-SA
(Optional) SBS-SA, APP-TA
-112.5
gyps or gypsum plank deck
ASTM C578 expanded
Roof Board
APP-TA
polystyrene
Existing, sound poured
Existing,
Min. 1.5-Inch ACFoam 11, Poly
SBS-SAAPP-SA ,
G-5
ISO 2, ENRGY 3, H-Shield, Poly
M-OSFA
Min. 0.25-Inch Dens Deck Prime
M-OSFA
SBS-SA
(Optional) SBS-SA, APP-TA
-72.5
gypsum or gypsum plank deck
ISO 1 or Multi -Max FA3
APP-TA
Existing, sound Poured
Min. 1.54nch ACFoam 11, Poly
(Optional) additional layem(s) of base
SBS-SA, APP-SA,
G-6
Poly, ENRGY 3, H-Shleld, Poly
M-OSFA
Insulation and/or min. 0.25-Inch SECUROCK
M-OSFA
SBS-SA
(Optional) SBS-SA, APP-TA
-202.5
gypsum or gypsum plank deck
150 1 or Multi -Max FA3
Gypsum -Fiber Roof Board
APP-TA
Min. 1.54nch, min. 2.0 pd EPS
Existing, sound poured
Insulation board, ACFoam 11,
SBS-SA, APP-SA,
G-7
gypsum or gypsum plank deck
ACFoam 111, ENRGY 3, H-Shield,
CR-20
Min. 0.25-inch Dens Deck Prime
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
APP-TA
-72.5
Poly ISO 1, H-Shield OG or
Mutti-Max FA3
G-8
Existing, sound poured
Min. 1.5-Inch, min. 2.0 pcf EPS
CR-20
(Optional) additional layers of base
CR-20
SBS-SA
(Optional) SBS-SA
SBS-SA, APP-SA
-240.0
1 gypsum or gypsum plank deck
Insulation board
Insulation
G-9
Existing, sound poured
Min. 1.5-Inch, min. 2.0 pcf EPS
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
SBS-SA, APP-SA,
.240.0
gypsum orgypsurn plank deck
Insulation board
Roof Board
APP-TA
Min. 1.5-Inch ACFoam 11, Poly
(Optional) a . dditional layers(s) of base
G-10
Existing, sound poured
ISO 2, ACFoam III, ENRGY 3, H-
CR-20
Insulation and/or0.25-Inch SECUROCK
CR-20
SEIS-SA
(Optional) SBS-Sk APP-TA
SOS -SA, APP-SA,
-257.5
I
gypsum or gypsum plank deck
Shield, Poly ISO 1, H-Shleld CG
Gypsum -Fiber Roof Board
APP-TA
or Multi -Max FA3
I
Exterior Research and Design, ULC d/b/a Trinity) ERD Evaluation Report MI0000.03.08-R6 for FL20497-RG
Certificate of Authorization 09503 6P EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by. Robert NlemTnen, PE-59166 Mule -Hide Modified Bitumen Roof System, (608)3653111 Appendix 1, Page 20 of 22
`J I RINITY ERD
rf. X ♦Y�{).:: LS (•C�1k Nei.'. Gry�A �F{S�y i{-.V 14'ml �l �� yF`�{4 t\1"u`Na'�tei: 1� r`�k� 'TAB�G 6B:GYPSUM 4I C((Si RERbOE(T�AR�bFF)t '�r,^"Y M"5�1 V.: �,:+ d ail{S CL {, ! 4 ':( y. yl1 �'tY�1 vA �� D..XI x`' .
� `M 11i' i. � 9S E t 1•r� �Sib4
r,.>ral„ v lrs .xkl., A:.*:, I :;�i-l-,",. 5, cYA"ro...n• u k ..,£`r�, n •.;��A ! at �"kt'l"�nu ��(ff' t}•L y ��T� "v7
+'-r 4 T?.. {P {n '"�•9; `.?;:r
1 r1._. ,�`ir ,:.}r ,y,•�,x IA�5MEMTSPEE _NON-INSULATEDr MECHANICALLY AtT'ACHED H_ASESIiEET§QNDEDROOFCOVERnr,+�,,:,4""'�,�f r,},_s�TM�4,,y �3„,,, ";r ,�
System
Deck
Base Sheet
Roof fmrer(Note 15)
MDP(psf)
Base
Fasten
Attach
Base Ph/
Cap
No.
(Note 1)
G-11
Existing sound poured gypsum
sound pourek
Nall Base, Polyglass G2 Base
Trufast FM-75 or FM-90
9-Inch o.c. in 41nch lap and 18-Inch o.c. In
(Optional)APP-TA
APP-TA
-45.0'
orgyng
or Twin Inc -Nabs
two, equally spaced, staggered center rows
>"� Fwsn's✓<'.:','ty„•i �' r�xi t: �. �s:,} +�, t'•r '� r�`; rs s, erg. -.a TABLE7A IRECUVEII)APPUCAiIUNSSc
t ` t'"X 4w I` f s "`�"? q°�
• ,. - 2 �,, v ,�,• ,rc , ���SYSTE PE 1 ,B4O(50ED INSULATIONrBONDED
. �=r __•N.
System
Substrate
Base Insulation layer
Top Insulation layer
Roof Inver (Note 1S)
IVIDP
No.
(Notes l&11)
Type
Attach
Type
Attach
Base Ply Ply
Cap
(Pc)
x gE1F%ApNERIN4�ASEPLY �i v
� � y + +Po yip >5 4
+'C ",+'`� tiv�'
u'UEyY Ydl '.Y+xv v { 5M Kfi°
`'f x ,till
mof po-', $ rr ��dro � v..�.
� lrf ja'gy,;R f
T`^+h�._
T;S:i3{tU
t (n.Yyf.gt vid., . Yt gr...lw.r.
nl
.,�}r r. -S.. .tf.iK'n .,�1>A. .a lH Ti
)jQ° ret
.�it'r�,� .��+yrlFir aY•.,,2+Fh. ,°
a,, Vr,-
Existing
(Optional) additional layem(s) of base
SBS-SA, APP
R-1
asphaltic roof
Min. 1.S-Inch Multi -Max FA3
0.15
Insulation and/or min. 0.25-Inch SECUROCK
0.15
SBSSA
(Optional) SRSSA, APP-TA
SA, APP-TA
-67.5
Gypsum -Fiber Roof Board
Existing
Min. 1.5-Inch ACFoam II, Poly ISO 2, ENRGY 3 or
5&S APP
R-2
asphaltic roof
FA3 or min. 2.0 pcf EPS Insulation
D-IS
Min. 0.25-Inch Dens Deck Prime
D•IS
SBSSA
(Optional) SBSSA, APP-TA
SA, APP TA
-72.5
hMullttdt-Max
R-3
Existing
Min.1.5-Inch min. 2.0 pef EPS insulation board
D-IS
(Optional) additional layers(s) of base
0.15
SBSSA
(Optional) SBSSA
SBS-SA, APP-SA
50.0
asphalticroof
Insulation
RA
Existing
MIn.1.5-Inch min. 2.0 pc FPS insulation board
D.IS
Min.0.25-inch SECUROCK Gypsum -Fiber Roof
D•IS
SBSSA
(Optional)5BS-SA, APP-TA
5BS-SA, APP-SA
-90.0
asphaltic roof
Board
Existing
(Optional) additional layers(s) of base
SBSSA, APP-
R-5
asphaltic
asphaltic roof
Min. 1.5-Inch ACFoam 11, Poly ISO 2 or ENRGY 3
D-IS
insulation and/or SECUROCK
0.15
SBSSA
(Optional) 585-SA, APP-TA
SA, APP TA
•90.0
f Board
Gypsum -Fiber Roof Board
Existing
Min. 1.5-Inch ACFoam II, Poly ISO 2, ENRGY 3, H-
SB
SBSSA APP
R-fi
asphaltic roof
Shield, Poly ISO 1 or min. 2.0 pcf EPS insulation
OB500
Min. 0.25-Inch Dens Deck Prime
OB500
SBSSA
(Optional) SBSSA, APP-TA
SA,APP TA
-72.5
board
R7
Existing
asphalBcroof
Min. 1.5-Inch, min. 2.0 pcf EPS insulation hoard
08500
(Optional) additional layers of base Insulation
09500
SBSSA
(Optional)585-SA
SBSSA, APP-SA
-120.0
R-8
Existing
Min. 1.5-Inch, min. 2.0 pcf EPS insulation board
p
OB500
Min .0.25-Inch SECUROCKGypsum-Fiber Roof
OB500
SBSSA
(Optional)SBS-SA, APP-TA
SBS-SA, APF
-120.0
asphaltic roof
Board
SA, APPTA
Existing
ACFoam II, Poly ISO 2, ENRGY 3 or
Min.Meld,
(Optional) additional layers(s) of base
SBSSA, APP-
R-9OB500
asphaltic roof
Poll
H-Shield, Poly 1501
Insulation and/or min.0.2Sinch SECUROCK
OB500
SBS-SA
(Optlonal)SBS-SA, APP-TA
SA, APP-TA
-127.5
Gypsum -Fiber Roof Board
R-10
Existing
Min. 1.5-Inch ACFoam II, Poly 150 2, ENRGY 3, H-
M-OSFA
Min. 0.25-inch Dens Deck Prime
M•OSFA
SRS-SA
(Optional) SBSSA, APP-TA
SBSSA' APP
-72.5
asphaltic roof
Shield, Poly ISO 1 or Multi -Max FA3
SA, APP-TA
ng
MIn.1.5-Inch ACFoam I I, Poly I50 2, ENRGY 3, H-
(Optional) additional layers(s) ofbase
SOS -SA, APP-
R-11T!:hatic
roof
Shield, Poly IS01 or Mufti -Max FA3
M-0SFA
don and/oro SECUROCK
M-0SFA
SBSSA
onal 5B5-SA, APP-TA
(Optional)
y� APP TA
-157.5
f Board
Gypsum -Fiber Roof Board
Gyps
Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report MI1100o.03.08-116 for FL30097-R6
Certificate of Authorization 09503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6: 09/08/2017
Prepared by: Robert Nieminen, PE-59166 Mule -tilde Modified Bitumen Roof Systems, (608) 365.3111 Appendix 1, Page 21 of 22
'\,�TRINITY1ERD
SYLATIO" A0 DE
'�..SYSTIEIVITYIP' E, f-.S0NDER!N NK
System
Substrate
Base Insulation Layer
Top insulation Layer
Root Cover (Note IS)
MDP
No.
(Nate*1&11)
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(PSO
Min. 1.5-Inch min. 2.0 pcf ASTM C578 expanded
polystyrene, Min. 2-Inch ACFoam 11, Poly ISO 2,
SBS-SA, APP-
-12
R-12
Existing
min, 1.5-inch Ultra -Max or Multi -Max FA-3, min.
CR-20
Min. 0.254nch Dens Deck Prime
CR-20
SBS-SA
(Optional) SBS-SA, APP-TA
SA, APP-TA
-72.5
asphalticroof
1.3-Inch ACFoam III or min. 1.0-Inch ISO 9S+GL,
H-Shleld, Poly 1501, H-Shield 03 or ENRGY 3
Existing
Min. I.S-Inch min. 2.0 pcfASTM C578 expanded
CR-20
(optional) additional layem(s) of base
CR-20
SBS-SA
(optional) SHS-SA
SBS-SA, APP-SA
-240.0
RL-23
asphaltic roof,
polystyrene
Insulation
Existing
Min. 1.5-Inch min. 2.0 pcf ASTM C578 expanded
CR-20
Min. 0.25-Inch SECUROCK Gypsum -Fiber Roof
CR-20
S8S.SA
(Optional) SBS-SA. APP-TA
SBS-SA, APP_
-240.0
R-14
asphaltic roof
polystyrene
Board
SA, APF-TA I
Min. 1.5-inch Ultra -Max or Multi -Max FA-3, min.
(Optional) additional layem(s) of base
SBS-SA, APP.
R-15
Existing
1.3-Inch ACFoam III or min. 1.0-Inch ISO 95+GL,
CR-20
insulation and/or min. 0.25-Inch SECUROCK
CR-20
SBS-SA
(Optional) SBS-SA, APP4A
SA, APP-TA
-240.0
asphaltic roof
H-Shleld, Poly ISO 1, H-Shleld CG or ENRGY 3
Gypsum -Fiber Roof Board
Existing
Min. 2-Inch ACFoam 11, Poly ISO 2, ENRGY-3 or H-
CR-20
(Optional) additional layers(s) of base
Insulation and/or min. 0.25-Inch SECUROCK
CR-20
SBS-SA
(optional) SBS-SA, APP-TA
SOS -SA, APP-
-247.5
R-16
asphaltic roof
Shield, Poly 1501
Gypsum -Fiber Roof Board
SA, APP-TA
R-17
Existing
Min. 1.5-Inch Multi -Max FA3
DAS
Min. 0.25-Inch Dens Deck, Dens Deck Prime or
D-IS
APP-TA
(optional) APP-TA
APP-TA
-67.5
asphaltic roof
SECUROCK Gypsum -Fiber Roof Board
Existing
Min. 1.5-inch ACFoam 11, Poly ISO 2, ENRGY 3 or
D-IS
Min. 0.75-Inch Dens Deck, Dens Deck Prime or
D-IS
APP-TA
(Optional) APP-TA
APP-TA
.90.0
R-28
asphaltic roof
min. 2.0 pcf EPS Insulation board
SECUROCK Gypsum -Fiber Roof Board
Existing
Min. 1.!SAnch ACFoam 11, Poly ISO 2, ENRGY 3, H-
03500
Min. 0.754nch Dens Deck, Dens Deck Prime or
OBSOO
APP-TA
(optional) APP-TA
APP-TA
-127.5
R-19
asphaltic roof
Shield, Poly ISO I or ISO 95+GL
SECUROCK Gypsum -Fiber Roof Bo ' ard
Existing
Min. 1.5-Inch ACFoam 11, Poly 1502, ENRGY 3, H-
M-OSFA
Min. 0.25-Inch SECUROCK Gypsum -Fiber Roof
M-OSFA
APP-TA
(Optional) APP-TA
APP.TA
-157.5
R-20
asphaltic roof
Shield, Poly ISO 1 or Multi -Max FA3
Board
Min. 1.5-Inch Ultra-Maxor Multi -Max W3, min.
Existing
1.3-inch ACFoam III or min. 1.0-Inch ISO 95+GL,
CR-20
Min. 0.254nch SECUROCK Gypsum -Fiber Roof
CR-20
APP-TA
(Optional) APP-TA
APP-TA
-232.5
R-21
asphaltic roof
H-Shield, Poly ISO 1, H-Shield CG or ENRGY 3 or
Board
min. 2.0 pcf ASTM C578 expanded polystyrene
I
I
Exterior Research and Design, I.I.C. d/b/aTrinitylERD Evaluation Report MI0000.03.08-116 for FLID497-RG
Certificate of Authorization #9503 e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 6:09/08/2017
Prepared by: Robert Nienninen, PE-59166 Mule -Hide Modified Bitumen Roof System; (608)365.3111 Appendix 1, Page 22 of 22
311/2019
36539 40395 1.jpg (8004001
httpsJ/www.paslaorgfmageSketchaslsketch/36/36539 40395 1.jpg 1/1
SCANNED
Product ApprovalFILE COPY Y
dbo,-r
usva:woncuar St. Lucie County
PmduR Agvmval Menu > PmEUR ar Aovllatlon Search > Aoolicanon Lisp Applloavn Detail
Ft, #
FL5259-R28
Application Type
Revision
Code Version
2017
Application Status
Approved
RECEIVED
Comments
MAR 01 2019
Archived
ST. LuEiq ggunty, Permitting
Product Manufacturer
POLYGLASS USA
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert@polyglass.wm
Authorized Signature
Maury Alpert
malpert@polyglass.com
Technical Representative
Maury Alpert
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@poiyglass.com
Quality Assurance Representative
Arlel Lender
Address/Phone/Email
till W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polygiass.com
Category
Roofing
Subcategory
Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
PE-59166
UL LLC
09/13/2021
John W. Knezevich, PE
r6 Validation Checklist - Hardcopy Received
F 5259 R28 COI 2018 01 COI NIEMINEN.odf
Year
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6164
2011
ASTM D6222
2011
FM 4474
2011
FRSAnRI April 2012
2012
https:/Ifloadabuilding.org/pdpr app dfl.aspx7param-,vGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipJYmiSimlPV6uypRuXszPog%3d%3d 1/2
3/1/2019 Florida Building Code Onlin^,. -
UL1897 1 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
O1/24/2018
.01/29/2018
O1/30/2018
04/10/2018
FL #
Model, Number or Name
Description
5259.1
Polygiass Roof
Roofing underlayments
Underlayments
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL5259 R28 11 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R28.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-622.5 _
Created by Independent Third Party: Yes
Other: 1.) The design pressure In this
Evaluation Reports
application relates to one particular
FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL52S9-
R28.odf
undedayment system (over concrete deck) for
use under foam -on We systems (where the
Created by Independent Third Party: Yes
underlayment forms part of the load -path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
Bark Neat
Contact Us :: 2601 Stair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The state of Florida is an AAfEEO employer. Coovdaht 2007-2013 State of Florida.:: Pmacv Statement :: Accesstbif
under Florida law, email eddreses are public records. If you do not want your e-mall address released In response to a publicremrds request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditiond mail. If you have any questions, please contact 850A87.1395. *Pursuant to section 455.275(1),
Florida statutes, enedive October 1, 2012, 8censees licensed under Chapter 455, F.S. must provide the Deparbnent with an ema0 address If they have one- The emalls
provided may be used for official communication with the limn ae. However ¢mall addms are public retard. If you do not wish b supply a personal address, please
provide the Department with an email addres which can be made available to the public To determine If you are a 11cen me under Chapter 455, F.S., please dirk here .
ProductApproval Accepts
®®®a
SitC'.111'il \' \I1'1'R IG\
hltp ://floddabuilding.orgipr/pr app d0.aspx7param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegDlipJYm!SimlPV6LiypRu)(szPog%3d%3d 212