HomeMy WebLinkAboutProduct Approval 2/2312017 Florida Building Code Online
fYl�/�� •,.� � tip
B
BCLS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links Search
b
!° ` fr1
a I�
i { ".� Product Approval , [sln.j t=,
n D - .USER:Public User k�
-1 ] �=
i a,,fZ'f.5.14x 1'S 'A
L?�n'�Fy-`abs
Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
- FL# FL16027-R1 CME O FASTENERS OR ATTACHMENTS
av •
Application Type Revision AW THE WOM Of'VIIR Of THE
Code Version 2014 I��pr�
Application Status Approved REM
Comments
Archived
Product Manufacturer Tri-Built Materials Group, MESE PLANS AND ALL PROPOSLO WOSX
Address/Phone/Email PO Box 70
Rutherford, NJ 07070 1.•ARE SUBJECT TO AIS CORRECTIONS
(800) 516-1485
david.ruiz@tribuiltmg.com REQUIRE®BY-PELD INSPECTORS THAT
"MAY..RE NEC ESGARY:IN 0 R D E R T®y v.
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
rich.schurman@alliedbuilding.com
ST.LITC COUNN BUT
- DSC DIVISION
Quality Assurance Representative C Richard Schurman REVLEWED FOR CO,,, IJJ iv CE
Address/Phone/Email 9050 Louisiana Street REVIEWED B i
Merrillville, IN 46410 DATE X1
rich.schurman@alliedbuild g, A.N D PEB,II,IT MUST BE KEPT ON JOE
OR NO INSPECTION WILL IBE
Category Roofing
Subcategory Modified Bitumen Roof System
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 Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/31/2019
Validated By John W. Knezevich, PE
21 Validation Checklist- Hardcopy Received
Certificate of Independence FL16027 R1 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
haps)/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrxtft9YUwvp/o2tLKNbOap/o2bSJ%p2bCdoXToL38H35Q%3d%3d 1/2
2/2312017 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/29/2015
Date Pending FBC Approval 03/31/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16027 RS II 2015 03 FINAL Al ER TRI-
Approved for use outside HVHZ:Yes BUILT MODBIT FL16027-RI.pdf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.)The DP noted in this application refers to one Evaluation Reports
system. Refer to ER Appendix for all systems and max. FL16027 Rl AE 2015 03 FINAL ER TRI-
design pressures. 2.) Refer to ER Section 5 for Limits of Use. BUILT MODBTT FL16027-Ri.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Coovrlaht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-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 emalls 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 click here.
Product Approval Accepts:
Credit Card
Safe:
hftp lAivww.floridabuilding.orglpr/pr app dfl.aspx?param=wGEVXQwtDgtFPmdYiNDWrxtt9YUwv`/`2f-KNbOa%2bS,1%2bCdoXToL3BH35Q%3d%3d 212
1 •'� t
TRINITYI ERD
APPENDIX Z:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
IA-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
113 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top 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-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21
513 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22
SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
51) CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25
61) Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27
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. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Concrete: Minimum 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 polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R3 for FL16027-Rl
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27
1�c 1A
TRINITY I ERD
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 AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
S. 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.
➢HA(HA): Full coverage at 25-30 lbs/square.
➢ Dow Insta-Stik Roofing 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.
OMG OlyBond 500(013500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢Note: When multiple layers(s)of Insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-foyer 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.
6. 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:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢ OMG OlyBond 500(013500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
D 3M CR-20: MDP -117.5 psf (Min.1.0-Inch thick)
7. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone i design pressure determined in accordance wlth 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 and FM LPDS 1-29.
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.
9. For fully bonded assemblies,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.
10. 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.
11. For existing substrates In a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system 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,ANSI/SPRI IA-1 or TA5124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,LLC.d/b/a TrinityI ERD Evaluation Report A42970.10.12-R3 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 27
3
11
TRINITY ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:TRI-BUILT ROOF COVERS
Reference Layer Material Application
BP-AA Base FBC Approved ASTM D46011 Type II
(Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI HA at 20 40 lbs/square
SBS-AA
Cap TriBuilt SBS Granular HA at 20-40 lbs/square
(SBS,Asphalt-Applied)
SBS-TA
(SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch-Applied
SBS-SA Base TriBuilt SA SBS Base
(SBS,Self-Adhering) Self-Adhering
Cap TriBuilt SA SBS Cap
APP TA Base or Ply TriBuilt APP Smooth
(APP,Torch-Applied) Cap TriBuilt APP Smooth,TriBuilt APP Granular Torch-Applied
APP-SA
(APP,Self-Adhering) Cap TriBuilt SA APP Cap Self-Adhering
15. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
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,LLC.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27
QOTRINiTY ERD
t
TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Note 1) Base Sheet Roof Cover MDP
No. Base Fasteners Attach Ply Cap (Psf)
Min.19/32-inch
Polyglass Elastobase,Polyglass Elastobase OMG Flat Bottom Plates(square)with 12-Inch o.c.in 4-Inch la.. p and 12-Inch (Optional)One or
Poly,Polyglass G2 Base,CertainTeed SBS-AA,SBS
W-i plywood at max. Glasbase,Firestone MB Base,JM Perma- Roofgrip#14,Dekfast Hex with Dekfast#14 o.c,in two,equally spaced,staggered more BP-AA or TA,APP-TA -52.5
24-inch spans Ply 28,Tamko Glass Base or GAFGLAS#75 or TruFast MP-3 with TruFast HD center rows APP-TA
Min.19/32-in-ch 12-Inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
W-2 Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- One or more SBS- *
W-2 plywood at max. Elastobase Poly with poly top surface 3 with TruFast HD center rows in two,equally spaced,staggered SA SA,SBS-TA or -52.5
24-inch spans cenAPP-TA
Min,19/32-Inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or SBS-AA,SBS-
W-3 plywood at max. Elastobase Poly Roofgrip#12 o.c.In two,equally spaced,staggered more BP-AA or TA,APP-TA -60.0
24-inch spans center rows APP-TA
Min.19/32-Inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch One or more SBS- SBS-SA,APP-
W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip#12 o.c.in two,equally spaced,staggered SA SA,SBS-TA or -60.0•
24-Inch spans center rows APP-TA
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover MDP
Joint Treatment Base Ply Cap (psf)
W-5 Min.15/32-inch plywood (Optional)ASTM D41 None -SBS-SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA -90.0
at max.24-inch spans APP-TA or APP-TA
W-6 Min.15/32-inch plywood (Optional)ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA -97.5
at max.244nch spans SBS Base,rolled into place to create continuous bond. RPP-TA or APP-TA
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report A42970.10.12-111 for FL16027-R1
r Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27