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Product ADDroval Menu>Product or ADDlication Search>AODlication List>Application Detail
FL# FL14083-R10
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Carlisle SynTec Systems
Address/Phone/Email 1285 Ritner Highway
P.O. Box 7000
Carlisle, PA 17013
(717)245-7000
malpezzi@syntec.carlisle.com
Authorized Signature Joe Malpezzi
malpezzi@syntec.carlisle.com
Technical Representative Robert Patton
Address/Phone/Email 1555 Ritner Highway
Carlisle, PA 17013
(717) 245-7264
Robert.PATTON@syntec.carlisle.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert J. M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/25/2016
Validated By John W. Knezevich, PE
21 Validation Checklist-Hardcopy Received
Certificate of Independence FL14083 R10 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6878 2008
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/19/2015
Date Validated 10/28/2015
Date Pending FBC Approval 11/02/2015
Date Approved 12/15/2015
Summary of Products
FL# Model,Number or Name Description
14083.1 Carlisle Sure-Weld TPO Single Ply Thermoplastic Olefin(TPO)Single Ply Roof Systems
Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14083 R10 II 2015 10 FINAL Al ER CARLISLE Sure-
Approved for use outside HVHZ:Yes Weld TPO FL14083-RlO.Ddf
Impact Resistant:N/A Verified By: Robert J. M. Nieminen PE-59166
Design Pressure: +N/A/-495 Created by Independent Third Party: Yes
Other: 1.)The design pressure in this application relates to Evaluation Reports
one particular assembly. Refer to the ER Appendix all FL14083 RIO AE 2015 10 FINAL ER CARLISLE Sure-Weld
systems max. design presssures. 2.) Refer to ER, Section 5 TPO FL14083-R10.Ddf
for Limits of Use. Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
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Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
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TRINITY ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New,Reroof(Tear-Off),Recover C Mechanically Attached Insulation,Bonded Roof Cover 4
1B Wood New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 4
1C Wood New,Reroof(Tear-Off),Recover D-3 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 5
1D Wood New,Reroof(Tear-Off),Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 5
1E Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 5
2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-9
2B Steel or Conc. New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 10-15
2C Steel New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 16
2D Steel or Conc. New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover(Stress Plates) 17-20
2E Steel or Conc. New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 21
3A Concrete New,Reroof(Tear-Off) A-1A Bonded Insulation,Bonded Roof Cover 22-25
3B Concrete New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 26
3C Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 27
4A LWIC New,Reroof(Tear-Off) A-3A Bonded Insulation,Bonded Roof Cover 28
4B LWIC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 28
4C-1 LWIC over Steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29
4C-2 LWC over Conc. New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 30
5A CWF New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 32
6B Gypsum Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32
7A Various _ Recover A-1 Bonded Insulation,Bonded Roof Cover 33-34
7B Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 35
7C Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 36
7D Steel Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 37
7E Various Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 38
7F-1 Various Recover F-1 Non-Insulated,Bonded Roof Cover 39
7F-2 Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 39
The following 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 AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: Sure-Seal HP Fastener with Sure-Seal Insulation Plate. Minimum 1-inch wood penetration.
➢ Steel Deck: Sure-Seal HP Fastener with Sure-Seal Insulation Plate. Minimum%-inch steel penetration,engage the top flute of the steel deck.
➢ Concrete Deck: Sure-Seal HD 14-10 Concrete Fastener,Carlisle CD-30 or HP Concrete Spike(1/4)with Sure-Seal Insulation Plate. 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 C33680.09.10-1110 for FL14083-R10
Certificate of Authorization#9503 Revision 10:10/19/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 39
'�,J
TRINITY I ERD
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the OA 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 membrane),whereby the membrane fasteners are
installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Preliminary insulation attachment for System Type D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board.
6. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions:
➢ Carlisle FAST 100,FAST 100 LV(full): Full-coverage at 1 gal./square.
➢ Carlisle FAST 100,FAST 100 LV(ribbon): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Carlisle Flexible FAST(full): Full-coverage at 1 gal./square.
➢ Carlisle Flexible Fast(ribbon): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Carlisle FAST Dual Cartridge: Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Carlisle FAST Bag in a Box Adhesive(BIAB): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.using OMG Bag-In-Box PaceCart 2
➢ OlyBond 500(013500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot
Note:OlyBond 500 Green may be used where OlyBond 500 is referenced.
➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
➢ 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.
7. 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:
➢ FAST 100,FAST 100 LV or Flexible FAST: MDP -157.5 psf (Min.0.5-inch thick)
OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick)
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 RAS 117, FM LPDS 1-29 and
ANSI/SPRI WD1. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 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 TAS 105 or ANSI/SPRI FX-1.
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 AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52
or ANSI/SPRI IA-1.
13. For System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes.
14. For Recover Applications using System Type D,the insulation is optional. Alternatively,min.0.5-inch HP Recovery Board,SecurShield HD or H-Shield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,
SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold may be used as a separator board,preliminarily attached prior to roof cover Installation.
The existing roof system shall be suitable for a recover application.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report C33680.09.30-1110 for FL14083-R10
Certificate of Authorization#9503 Revision 10:10/19/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 39
i
TRINITY ERD
15. For adhered membrane systems,side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted,membrane adhesive application rates are as follows:
Membrane Adhesive Method Rate
Sure-Weld or Spectro-Weld Sure-Weld Bonding Adhesive Contact(both sides) 60 ft'
/gal
Sure-Weld or Spectro-Weld Aqua Base 120 Bonding Adhesive Contact(both sides) 120 ft'/gal
Sure-Weld or Spectro-Weld Low VOC Bonding Adhesive Contact(both sides) 60 ft/gal
Sure-Weld Sure-Seal 90-8-30A Bonding Adhesive Contact(both sides) 60 ft'/gal
Sure-Weld FleeceBACK Aqua Base 120 Bonding Adhesive Wet lay(substrate) 120 ft 2/gal
Sure-Weld FleeceBACK HydroBond Water-Based Adhesive Wet lay(substrate) 100 to 133 ft/gal
Sure-Weld FleeceBACK FAST 100,FAST 100LV,Flexible FAST Wet lay(substrate) Full coverage at 100 ft/gal or Ribbons spaced as noted herein,spread to 2-3 inch,roof cover
set and rolled with 50 Ib roller.
Spectro-Weld FleeceBACK FAST 100LV,Flexible FAST Wet lay(substrate) 100 ft'/gal
16. For membrane systems attached using TPO 10-inch Pressure-Sensitive RUSS,the underside of the membrane which comes in contact with the tape shall be primed with TPO Primer. The membrane shall be secured
by placing the primed portion onto the tape portion of the Sure-Weld TPO 10-Inch Pressure-Sensitive RUSS and roll with a steel hand roller to ensure contact.
17. For adhered membrane systems,unless otherwise noted:
➢ Reference to"Sure-Weld"membrane below also includes"Sure-Weld EXTRA"and"Spectro-Weld";
➢ Reference to"Sure-Weld FleeceBACK"includes 100,115 and 135;
➢ Reference to"Sure-Weld AFX"includes AFX 120,AFX 135 and AFX 155;
➢ Reference to"Sure-Weld FleeceBACK"includes Spectro-Weld FleeceBACK applied in FAST 100LV(full coverage)only.
18. "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,LLC,d/b/a Trinity I ERD Evaluation Report C33680.09.10-R10 for FL14083-R10
Certificate of Authorization#9503 Revision 30:10/19/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 39
',J
TRINITY I ER®
TABLE 1A: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer
No. (See Note 1) Base Insulation Layer Type Fasteners Attach Roof Cover/Adhesive MDP(psf)
SURE-WELD ORSPECiRO-WELDMEMBRANE„
APPLIC4TI6NS:(SEE'NOTE-17) 2 `, • = - -
W-1 Min.23/32-inch plywood (Optional)One or more layers, Min 0.5-inch SECUROCK Gypsum- See Note 2 1 per 3.2 ft2 Sure-Weld/Low VOC BA -45.0*
any combination,loose laid Fiber Roof Board
W 2 ,Min.19/32-inch plywood or (Optional)One or more layers, HP-H,H-Shield,Min.1.5-inch ACFoam II,Polyiso SecurShield,H- See Note 2 1 per 2 ftZ Sure-Weld/Aqua Base 120 BA or Sure-Weld _45.0*
wood plank any combination,loose laid BA
Shield CG or ENRGY 3
`$URE-WELD FLEECEBACK'OR SPECTRO-WELD FLEECEBACK.MEMBRANE APPLICATIONS(SEE NOTE 17)C,. .•• '- ;^ `
(Optional)One or more layers, Min 0.5-inch SECUROCK Gypsum- z Sure-Weld FleeceBACK/FAST 100,FAST 100 *
W-3 Min.23/32-inch plywood any combination,loose laid Fiber Roof Board See Note 2 TI per 3.2 ftLV,Flexible FAST,4-inch o.c.or full coverage. 45.0
TABLE 1B: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
Insulation Layer
Roof Cover
System (See Note 14) MDP
No. Roof Deck
Type Attach Membrane Fasteners Fastener Lap Width Lap Seam (Psf)
Spacing Spacing Weld
Min.19/32-inch plywood or wood plank at max. Carlisle HP-X Fasteners and
24-inch 6-inch o.c. 5.5-inch spans attached using 8d ring shank nails One or more layers, Prelim. Piranha Plates or#15 Roofgrip 90.5-inch 1.5-inch 52.5
W-4 spaced 6-inch o.c.in the field and#10 ring any combination attach Sure-Weld with 2-3/8"Eyehook Seam O.C. outside
shank nails spaced 4-inch o.c.at the perimeter Plates(AccuSeam)
Min.19/32 Inch,plywoodW-LWood4Aankat max. Carlisle HP-Vasteners and
1
L .."finch spans°a C ed using8dTin shank,nails One or more layers, Prelim. g_SureyWeldp�ranh,. a PlaYesor#1'S Roofgrip yip A5,5h � 6c5=in - 15-inch 5
W-5 •.
spaced-6-inchEo~c.in the field and.#1Q ring - any,combination - `attache _ �-with:•2-3%8'�Eyehook Seam o:. o�SfsMe�
shank�na Isspacedr4sinch o chat the pe Ir meter" Plates(AccuSeam)
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C33680.09.10-1110 for FL14083-R10
Certificate of Authorization#9503 Revision 10:10/19/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 39