HomeMy WebLinkAboutEVALUATION REPORTEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`2.6 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDI-TION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.2-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545' South 311 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
12.16 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (918) 493-3568
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page) `I'o c E e a' 111s
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SCANNED
BY
Report No. C2182-2
Date: 9.9.17
FL 14645.2-R3
C2182-2
Manufacturer:
� Product Name:
Panel Description:
I Materials:
9.9.17
Page 2 of 3
Metal Sales Manufacturing Corporation
5V-Crimp
24" wide coverage with (5) 1/2" high ribs
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/32" plywood or min. 3/4" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 84.5 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) 131.3 psf @ fastener spacing of 18" o.c.
149.6 psf @ fastener spacing of 12" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between
ribs)
At intermediate 4 fasteners per panel width. (4 located adjacent to ribs)
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
` FL 14645.2-R3
C2182-2
9.9.17
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T235-07, Reporting Date 7/12/07
Project No. T172-08, Reporting Date 4/29/08
5V-CRIMP
5V-CRIMP
SEE DETAIL 1 —\
PANEL FASTENER SPACING
PER ALLOWABLE PRESSURE
TABLE ON THIS SHEET.
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
SEE DETAIL 1 � 24
(JU 1 - LV
GUIDELINES OR #8 x 2" LONG WOOD SCREWS
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 24" O.C.
UNDERLAYMENT --I
DETAIL 1
5V-CRIMP
MIN 26 GA.
PLYWOOD
19/32" THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
24
84.5
18
131.3
12
149,6
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6, RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
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Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017)
Manufacturer: MID -STATES ASPHALT AND. CANT STRIP, INC. Issued October 11, 2017
1637 51 sc Street
Tuscaloosa, AL 35401
(800) 489-2391
www.msaroof.com
Manufacturing Location: Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
ory:
Roofing
degory:
Underlayments
Sections:
1504.3.1, 1507.1.1
!rties:
Physical properties
DESCRIPTION AND LIMITS OF USE
QUIKStick Ice & Water QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment
Granular constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced
with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x
66.8-ft and has a nominal thickness of 50 mils.
QUIK-Stick Ice & Water Granular is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
QUIK-Stick Ice & Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment
Sand constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced
with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft
and has a nominal thickness of 50 mils.
QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall
be limited to a maximum 30 days.
QUIK-Stick HT QUIK-Stick HT is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(High Temperature) modified asphalt with a fiberglass mat reinforcement and poly -fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-
ft and has a nominal thickness of 60 mils.
QUIK-Stick HT is to be used as prescribed in FBC Section 1507.1.1. QUIK-Stick HT is
permitted to be used with adhered clay or concrete tile roofing using either ICP
Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.). Exposure on the roof
deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack. .
MSA17001 FL17401-R4 File COPY_ Page 1 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.
CREEK MID -STATES ASPHALT AND CANT STRIP, INC
Self -Adhering Underlayments
TECHNICAL SERVICES, LLC
QUIK-Stick HT Pro
QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from
(High Temperature)
SBS modified asphalt with a fiberglass mat reinforcement and poly -fabric surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 60 mils.
QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
QUIK-Stick FS
QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SIBS
(Film Surface)
modified asphalt with a fiberglass mat reinforcement and textured film surface. The
product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a
nominal thickness of 45 mils.
QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
PRODUCT APPLICATION
Min. Roof Slope: 2:12 or in accordance in with the FBC
Application: All underiayments shall be installed in accordance with the FBC.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to underlayment
application. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3" side
laps and minimum 6" end laps staggered min. 6-ft.from preceding course.
It is permissible to back nail the underlayment 12-inches on -center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment).
Min. Application 40°F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 — QUIK-Stick HT only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Underlayment: QUIK-Stick HT shall be fully adhered to the optionally primed plywood deck.
Maximum Design -52.5 psf
Pressure:
MSA17001 FL17401-R4 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.
G REEjj MID -STATES ASPHALT AND CANT STRIP, INC
j1 Self -Adhering Underlayments
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) 'Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
BWR-514-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST5878)
BWR-522-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST5878)
BWR-533-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST5878)
BWR-534-02-01
ASTM D 1970
2015a
ASTM D 4798
2011(2016)
PRI Construction Materials Technologies (TST5878)
BWR-543-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST5878)
WRMI-011-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
MSA-007-02-01
UL 1897
2012
PRI Construction Materials Technologies (TST6049)
MSA-026-02-01
ASTM D 1970
2015a
MSA17001 FL17401-R4 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 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.
MID -STATES ASPHALT AND CANT STRIP, INC
CREEKr Self-AdheringUnderla ments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
%����,'RYI IRII
��P. 9•� 2017.10.11
No 74021 10-2a;
11:41:31
* K=�-04'00'
STATE OF : 141
'.�.n'••�` Q,: *� Zachary R. Priest, P.E.
Si • R D•••�jN,:S Florida Registration No. 74021
% Organization No. ANE9641
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 will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
MSA17001 FL17401-R4 Page 4 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.
TRINITY 1 ER®
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
Deck
Application
Type
Description
Page
IA
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-6
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
7 -
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
8-9
1D
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
10-12
1E-1
Wood
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13-15
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
16-17
IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17
2A
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
18-20
2B
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
21-25
2C
Steel or Structural Concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
26-28
3A
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
29-36
3B
Concrete
New or Reroof (Tear -Off)
A-3
Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover
36
3C
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
37
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-39
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
40
4C
LWIC
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
41-44
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
45
5B
CWF
New or Reroof (Tear -Oft)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
46
5C
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
46
5D
CWF
New, Reroof (Tear -Off)
E
Non•lnsulated, Mech. Attached Base Sheet, Bonded Roof Cover
47
6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49
6B
Gypsum
Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
6C
Gypsum
Reroof (Tear -Off)
C
Mech. Attached Insulation, Bonded Roof Cover
51
6D
Gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
52-57
7B
Various
Recover
F
Non -Insulated, Bonded Roof Cover
57
The following notes apply to the systems outlined herein:
The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the'
roof d�c(c shall be documented through proper codified and/or FBC Approval documentation.
'I V
Uhle=herwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢(DWood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Meel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round
® Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and
PC engage the top flute of the steel deck.
➢structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round
Insulation Plate, Trufast HD or CF with Trufasf 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed
with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R20 for FL2533-1119
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 Certainteed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57
TRINITY I ERD
3. Unless otherwise noted, insulation may be anyone layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the CIA requirements
of F.A.C. Rule 61620-3 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, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck
listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance ofthe roof deck shall be documented through proper
codified and/or FBC Approval documentation.
5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square
➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below.
➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. /
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. \r
➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot)
➢ ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
Unless otherwise noted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design
Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner
board listed below may be used as a drop -in for the
equivalent
thicker material listed in the table:
➢
Ashland Pliodeck (A-PD) @ 12-inch o.c,
MDP
-105.0 psf
(Min. 1.0-inch)
➢
Ashland Pliodeck (A-PD) @ 6-inch o.c.
MDP
-277.5 psf
(Min. 1.0-inch)
➢
Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS):
MDP
-120.0 psf
(Min. 1.0-inch)
➢
Millennium One Step Foamable Adhesive (M-OSFA):
MDP
457.5 psf
(Min. 1.0-inch)
➢
Millennium PG-1 Pump Grade Adhesive (M-PG1):
MDP
-157.5 psf
(Min. 1.0-inch)
➢
OMG OlyBond 500 (OB500):
MDP
-45.0 psf
(Min. 0.5-inch Multi -Max FA3)
➢
OMG OlyBond 500 (OB500):
MDP
-187.5 psf
(Min. 0.5-inch ISO 95+ GL)
➢
OMG OlyBond 500 (OB500):
MDP
-315.0 psf
(Min. 0.5-inch ENRGY 3)
➢
OMG OlyBond 500 (OB500):
MDP
-487.5 psf
(Min. 0.5-inch ACFoam II)
➢
ICP Adhesives CR-20:
MDP
-117.5 psf
(Min. 1.0-inch)
8. Bonded polyisocyanurate 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 WD1, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM' Loss Prevention Data Sheet 1-29 (January 2016) 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.
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1120 for FL2533-1119
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert N'ieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57
\I TRINITY] ERD
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 Concrete Deck or Recover Applications using System Type D, the insulation is optional.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
CERTAINTEED FLINTLASTIC® MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS
Reference
Layer
Material
Application
BP -AA
Base
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Hot asphalt at 20-40 Ibs/square i
Ply
One or more Flintglas Ply 4; Flintglas Premium Ply 6
(Base and Ply sheets, Asphalt -Applied)
BP-AA2
Base
Yosemite Venting Base
Hot asphalt in 24-inch diameter spots in 30-
(Base, Spot -Asphalt -Applied)
inch grid pattern
BP-AA3
Base
Yosemite Venting Base
Hot asphalt in 9-inch diameter spots in grid
(Base, Spot -Asphalt -Applied)
pattern noted herein.
BP-AA4
Base
Yosemite Venting Base
Hot asphalt in 9-inch wide ribbons spaced
(Base, Strip -Asphalt -Applied)
as noted herein:
BP-CA2
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Henry #903 Adhesive at 1.5 gal/square
Base/Ply
Glasbase; All Weather/Empire Base; Flexiglas Base; FIiintlastic Base 20
Millennium Hurricane Force Membrane
BP-CA3
Adhesive, beads spaced 6-inch D.C.
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply
One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-AA
(SBS, Asphalt -Applied)
Hot asphalt at 20-40 Ibs/square
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Note:
Base ply cures overnight prior to application of the ply or cap ply.
FlintBond Brush or Karnak No. 81 Cold
SBS-CAI
Process Modified Bitumen Adhesive Brush
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
(sss, Cold -Applied)
Grade at 1 gal/square
Cap
Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar;
Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA2
(SBS, Cold -Applied)
Henry #903 Adhesive at 1.5 gal/square.
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report 3520.03.04-R20 for FL2533-R39
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 57
FT-kii��,Ty IER
CERTAINTEED FLINTLASTIC®MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED)
Reference
Layer
Material
Application
Base
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA3
Ply
Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Millennium Hurricane Force Membrane
Cap
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
(sss,cold-Applied)
Adhesive, beads spaced 6-inch o.c.
Cap; Flintlastic FR-P; Fliritlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar
Base
Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
Ply
One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS-TA
Torch -Applied
Cap
Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR;
(SBS, Torch -Applied)
Flintlastic GTS-FR CoolStar; FlintClad
Base
One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP-TA
(APP,Torch-Applied)
Torch -Applied
Cap
Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR
CoolStar
SBS-SA-H
Base/Ply
Black Diamond Base Sheet; Flintlastic Ultra Glass SA
Self Adhering
(SBS, Self -Adhering, Hybrid Systems)
Base
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS-SA
Self -Adhering
Ply
Flintlastic SA PlyBase; Flintlastic SA Mid Ply
(SBS, Self -Adhering)
Cap
Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
16. "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 I ERD Evaluation Report 3520.03.04-R20 for FL2533-R19
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 57
TRINITY 1 ERD
TABLE lE-is WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE E; NON -INSULATED, MECHANICALLY. ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Base Sheet
Roof Cover (Note 14)
MOP
No.
(Note 1)
Base
Fasteners
Attach
Ply
Cap
(Psfl
Min. 11/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia. tin caps
8-inch o.c. at 4-inch lap and 8-inch o.c. in three
SBS-AA, SBS-TA
W-61
max 24-inch'spans
Base 20; Poly SMS Base; Ultra
with 11 ga. annular ring shank
(3), equally spaced, staggered center rows
SBS-SA-H
or APP-TA
-52.5
Poly SMS Base
nails
Min. 19/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia, tin caps
8-inch o.c. at 4-inch lap and 8-inch o.c. in three
SBS AA, SBS-TA
W 62
max 24-inch'spans
Base 20; Poly SMS Base; Ultra
with 11 ga. annular ring shank
(3), equally spaced, staggered center rows
SBS-SA-H
or APP-TA
60.0
Poly SMS Base
nails
-
Min.19/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia. tin caps
6-inch o.c. at 4-inch lap and 6-inch o.c. in four
SBS-AA, SBS-TA
W-63
max 24-inch'spans
Base Poly SMS Base; Ultra
with 11 ga. annular ring shank
(4), equally spaced, staggered center rows
SBS-SA-H
or APP-TA
-82.5
Poly SMS Base
nails
Min. 19/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia. tin caps
4-inch o.c. at 3-inch lap and 4-inch o.c. in four
SBS-AA, SBS-TA
W-64
max 24-inch spans
Base Poly SMS Base; Ultra
with 11 ga. annular ring shank
(4), equally spaced, staggered center rows
SBS-SA-H
or APP-TA
105.0
Poly SMS Base
nails
CONVENTIONAL SYSTEMS: _ -
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia. tin caps
BP -AA, SBS-AA,
W-65
Min. 19/32-inch exterior grade
Base 20; •AII Weather / Empire
11 ga. annular ring shank
9-inch o.c. at 4-inch lap and 12-inch o.c. in two
SBS-TA or APP-
SBS-AA, SBS-TA
45.0 *
at max. 24-inch spans
plywood P
Base; Poly SMS Base; Ultra Polywith
y
nails
(2), equally spaced, staggered center rows
() q Y P gg
TA
or APP-TA
SMS Base; Yosemite
Min. 15/32-inch exterior grade
Glasbase; Flexiglas; Flintlastic
9-inch o.c. at 2-inch lap and 18-inch o.c, in two
(Optional) BP -
SBS-AA, SBS-TA
W 66
plywood at max. 24-inch spans
Base 2 All Weather / Empire
Simplex MAXX Cap
(2), equally spaced, staggered center rows
AA, SBS-SBS
or APP-TA
45.0*
Base; Poo ly SMS Base; Yosemite
TA or APP-TA
W 67
Min. 15/32-inch exterior grade
Flintlastic APP Base T
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 18-inch o.c. in two
(Optional) APP-
APP-TA
-45.0*
plywood at max. 24-inch spans
(2), equally spaced, staggered center rows
TA
Glasbase; Flexiglas; Flintlastic
(Optional) BP -
W 68
Min. 15/32-inch plywood at
Base 20; All Weather / Empire
Min. 1-inch long, 12 ga. Simplex
6-inch o.c. at 3-inch lap and 6-inch o.c. in four
AA, , SBS-
SBS-AA, SBS-TA
52.5
max 24-inch'spans
Base; Poly SMS Base; Ultra Poly
Metal Cap Nails
(4), equally spaced, staggered center rows
r APP-TA
TA or APP-
or APP-TA
SMS Base; Yosemite
Min. 19/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia. tin caps
8-inch o.c. at 4-inch lap and 8-inch o.c. in three
BP -AA, SBS-AA,
SBS-AA, SBS-TA
W 69
max 24-inch'spans
Base 20; Poly SMS Base; Ultra
with 11 ga. annular ring shank
(3), equally spaced, staggered center rows
SBS-TA or APP-
or APP-TA
-52.5
Poly SMS Base; Yosemite
nails
TA
Min. 15/32-inch exterior grade
Glasbase; Flexiglas; Flintlastic
9-inch o.c. at 2-inch lap and 12-inch o.c. in two
(Optional) BP-
SBS-AA, SBS-TA
W-70
plywood at max. 24-inch spans
Base 20; All Weather / Empire
Simplex MAXX Cap
(2), equally spaced, staggered center rows
AA, SBS-AA, SBS-
or APP-fA
-52.5
Base; Poly SMS Base; Yosemite
TA or APP-TA
W 71
Min. 15/32-inch exterior grade
Flintlastic APP Base T
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 12-inch o.c. in two
(Optional) APP-
APP-TA
-52.5
plywood at max. 24-inch spans
(2), equally spaced, staggered center rows
TA -
Min. 19/32-inch plywood at
Glasbase; Flexiglas; Flintlastic
32 ga., 1-5/8-inch dia, tin caps
-
8-inch o.c. at 4-inch lap and 8-inch o.c. in three
BP -AA, SBS-AA,
SBS-AA, SBS-TA
W-72
max 24-inch spans
Base 20; Poly SMS Base; Ultra
with 11 ga. annular ring shank
(3), equally spaced, staggered center rows
SBS-TA or APP-
or APP-TA
-60.0
Poly SIVIS Base; Yosemite
nails
TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-R19
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 57