HomeMy WebLinkAboutProduct Approval JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 4141443 OR BOOK 3817 PAGE 2726, Recorded 12/16/2015 at 03:02
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No. 31f o 2—(609-083
State of Florida County of St.Lucie
The undersigned hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
the following information Is provided in this Notice of commencement.
Legal scription of Property:(and street address If available):
Tb� Q,r-, j=9- 1 �7Z/Grr43 �S�/.S$gg�lrct,f!Q 1L>y- Po er•a e
General description
prion of Improvement: Q.tt�o >P
Owner info atlon or Le information if the Lessee contracted for the improvement:
Name Z��. � rf�L3 - _r n
Address a tnc1,p.1)r-. A oST :s Y L
Interest in property: Jt�1-
Name and address of fee simple titleholder(If different from Owner listed above):
Contractor's Name O o�—
Contractor Address: 1 CT^ t, ✓d Phone Number:7 7 2.1/66
.erC-'n'?/.3�/
Surety(if applicable,a copy of t �payJf�ent bond is attached):Amount of bond:$
Name and address: Phone number:
Lender Name: \A y�-/'T/A Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7.,Florida Stat sA
Name: Phone Number:
Address:
In addition to himself or herself,Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.1 1)(b),Florida Statutes.
Phone number of person or entity designated by owner:
Expiration date of notice of commencement:(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare hail have readt foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge and belief. i A
(Signature of Owner or Lessee,or s or Lessee' uthorized Officer/Director/Partner/Manager
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this15 of day EC , 201;B,_
By V i ' D2 A(L- M;—M;_.� as for
Name of Perso ' pe of author(e.g.officer Party on behalf of whom instrument was executed
s Personally knownZor produced Identification_
(Signature of frotaryYubllc-State rida) ddd
(Print,Type,or Stamp Commissioned Name of Notary Pu i '*8A py coo issI STANff f Identification produced
MY COMMI8810N a FFI It11
Qb d Man:Jaw 03.1018
STALE OEFLABIDTAY
THI 0 CUERTIFYTH T 1
DEC 11 201 TRUEOR G D COR C PY F E
G
St �1e �' DEC Cler
Dote
Florida Building Code Online Page 1 of 2
NO-da,j;Ii 3y;F' BCIS Home Log In ': User Registration Hot Topics Submit Surcharge Stats&Facts Publications ', FBC Staff BCIS Site Map Links Search
Busines
Professil IaI Product Approval
USER:Public User
t`
Product Aooroval Menu>Product or Aoolicgtion Search>Application List>Application Detail
A FL# FL2533-R1
' Application Type Revision
Code Version 2014
FILE Copy
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation-Roofing
Address/Phone/Email 18 Moores Road
Malvern,PA 19355
(610)651-5847
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobain.com
Technical Representative Mark D.Harrier
Address/Phone/Email 18 Moores Road
Malvern,PA 19355
(610) 651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
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 07/03/2017
Validated By John W. Knezevich,PE
JValidation Checklist-Hardcopy Received
Certificate of Independence FL2533 R15 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvHO... 12/17/2015
Florida Building Code Online Page 2 of 2
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 10/28/2015
Date Approved 12/15/2015
Summary of Products
FL# Model, Number or Name Description
2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems
Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2533 R15 II 2015 10 FINAL Al ER CERTAINTEED MODBIT FL2533-
Approved for use outside HVHZ: Yes R15.pdf
Impact Resistant: N/A Verified By: Robert Nieminen,PE PE-59166
Design Pressure: +N/A/-630 Created by Independent Third Party: Yes
Other: 1.)Refer to ER Section 5 for Limits of Evaluation Reports
Use.2.)The design pressure noted in this FL2533 R15 AE 2015 10 FINAL ER CERTAINTEED MODBIT FL2533-
application relates to one specific system. R15.Ddf
Refer to the ER Appendix for all systems and Created by Independent Third Party: Yes
max design pressures.
back Next
Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 mail 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 annals 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 Ilene_•
Product Approval Accepts:
.; lel Fk
scc u17tvmji f lilt:4'
o Y.�
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRvHO... 12/17/2015
QOTRINi-rYIERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A 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
SC Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 8-9
ID Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 30-11
1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover - 4
lE-2 Wood New Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 16
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 17-19
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 20-24
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 25-27
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-35
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 36
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 37-38
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
4C LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40-44
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 45
5B CWF New or Reroof(Tear-Off) 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
SD CWF New,Reroof(Tear-Off) E Non-Insulated,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 50
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 52-58
7B Various Recover F Non-Insulated,Bonded Roof Cover 58
The following notes apply to the systems outlined herein:
1. 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 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: CMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with CMG 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.
➢ Steel Deck: CMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),CMG#12 Standard or HD with CMG 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
engage the top flute of the steel deck.
➢ Concrete Deck: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with CMG 3 in. Galvalume Steel Plate, Dekfast#14 or DekSpike with Hex Plate or 3" Round
Insulation Plate,Trufast HD or CF with Trufast 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 IERD Evaluation Report 3520.03.04-1116 for FL2533-R15
Certificate of Authorization#9503 Revision 16:10/14/2015
Prepared by: Robert em nen,PE-59166 Appendix 1,Page 1 of 58
(_YD
TRINITY I ERa
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene,wood fiberboard, perlite, GlasRoc Roof Board or gypsum-based 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 2603.8,when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch 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.
5. 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 lbs/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(D-IS): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c.
➢ Dow Spray-N-Grip(D-SG): Full coverage
➢ 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-PGI): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500 or OlyBond Green(013500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot)
➢ 3M CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.(Note:TITESET may be used where CR-20 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.
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:
➢ 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(D-IS): MDP -120.0 psf (Min.1.0-inch)
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-inch)
➢ Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min.1.0-inch)
➢ OMG OlyBond 500(013500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3)
➢ OMG OlyBond 500(06500): MDP -187.5 psf (Min.0.5-inch ISO 95+GQ
➢ 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)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch)
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 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 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.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 3520.03.04-1116 for FL2533-R15
Certificate of Authorization 119503 Revision 16:10/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 58
TRINITY I ERD
11. 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,ANSI/SPRI IA-1 or TAS 124.
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. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
CERTAINTEED FUNTLAsncO MODIFIED BrrumEN COMPONENTS&APPLICATION METHODS
Reference Layer Material Application
BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20
(Base and Ply sheets,Asphalt Hot asphalt at 20-40 lbs/square
Applied) Ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI
BP-AA2 Hot asphalt in 24-inch diameter spots in 30-
(Base,Spot-Asphalt-Applied) Base Yosemite Venting Base
inch grid pattern
BP-AA3 Hot asphalt in 9-inch diameter spots in grid
Base Yosemite Venting Base
(Base,Spot-Asphalt-Applied) pattern noted herein.
BP-AA4 Hot asphalt in 9-inch wide ribbons spaced
(Base,Strip-Asphalt-Applied) Base Yosemite Venting Base 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
Millennium Hurricane Force Membrane
BP-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Adhesive,beads spaced 6-inch o.c.
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-AA Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Asphalt-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar,Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Hot asphalt at 20-40 lbs/square
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS;Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
FlintBond Brush or Karnak No.81 Cold
SBS-CA1 Note: Base ply cures overnight prior to application of the cap ply. Process Modified Bitumen Adhesive Brush
(SBS,Cold-Applied) Ca Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar; Grade at 1 gal/square
Cap Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Cold-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Henry#903 Adhesive at 1.5 gal/square.
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS;Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar
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
(SBS,Cold-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Adhesive,beads spaced 6-inch o.c.
Cap Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar;
Flintlastic GMS;Flintlastic GMS CoolStar;Flintlastic Premium GMS;Flintlastic Premium GMS CoolStar
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report 3520.03.04-1116 for FL2533-R15
Certificate of Authorization#9503 Revision 16:10/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 58
i
CERTAINTEED FUNTtASTK*MODIFIED BITUMEN COMPONENTS&APPUCATION MEWDS(CONTINUED(
Reference Layer Material Application
Base Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T
SBS-TA Ply Fiintlastic Ultra Poly SMS Base;Flintlastic Base 20 T Torch-Applied
(SBS,Torch-Applied) Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS CoolStar;Flintlastic GTS-FR;
Flintlastic GTS-FR CoolStar;FlintClad
APP-TA Base Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus
(APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar,Flintlastic GTA-FR;Flintlastic GTA-FR Torch-Applied
CoolStar
SBS-SA-H
(SBS,Self-Adhering,Hybrid Base/Pty Black Diamond Base Sheet;Flintlastic Ultra Glass SA Self-Adhering
Systems)
Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply
SBS-SA Ply Flintlastic SA PfyBase;Flintlastic SA Mid Ply Self-Adhering
(SBS,Self-Adhering)
Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar,Fiintlastic 5A Cap FR;Flintlastic SA Cap FR CoolStar
14. Insulation is optional for Recover or Concrete Deck Applications using System Type D(Mechanically Attached Base Sheet,Bonded Roof Cover).
15. "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.
i
i
i
Exterior Research and Design,LLC.d/b/a Trinity l ERD Evaluation Report 3520.03.04-1116 for FL2S33-R15
Certificate of Authorization#9503 Revision 16:10/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 58
QOTRINITYIERD
TABLE 3E-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover MDP
No. (See Note 1) Base Fasteners Attach Ply Cap (Psf)
Min.23/32-inch exterior BP-AA,SBS-
Poly 5M5 Base;Ultra Poly 12-inch o.c.at 4-inch lap and 36-inch o.c.in two, SBS-AA,SBS- „
W-80 grade plywood at max.24- SMS Base See Note 2 equally spaced,staggered center rows AA SBS-TA or TA or APP-TA -45.0
inch spans APP-TA
Glasbase;Plexiglas;Flintlastic
Flintfast 3 in.Insulation Plates with (Optional)BP-
W-81
P-W 81 Min.15/32-inch plywood at Base 20;Poly SMS Base;Ultra FlintFast#12 or#14;Trufast MP3 with DP 6-inch o.c.at 4-inch lap and 6-inch o.c.in three, AA,SBS-AA, SBS-AA,SBS- -97.5
max 24-inch spans Poly SMS Base;Yosemite or HD;OMG 3 in.Round Metal Plates with equally spaced,staggered center rows SBS-TA or TA or APP-TA
OMG#14 HD APP-TA
W-82 Min.15/32-inch plywood at Flintlastic APP Base T OMG 3 in.Round Metal Plates with OMG 6-inch o.c.at 4-inch lap and 6-inch o.c.in three, APP-TA APP-TA -97.5
max 24-inch spans #14 HD equally spaced,staggered center rows.
Glasbase;Flexiglas;Flintlastic BP-AA,SBS-
Min.19/32-inch plywood at 7-inch o.c.at 3-inch lap and 7-inch o.c.in three, 585-AA,SBS-
W-83 max 24-inch spans Base 20;Poly SMS Base;Ultra See Note 2 equally spaced,staggered center rows AA.SB JA or TA or APP-TA -105.0
Poly SMS Base;Yosemite APP-TA
OMG 3 in.Round Metal Plates with OMG
W-84 Min. 4-inc i spanch plywood at Flintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast equally
o.c.at 3-inch lap and enter r o s in three, APP-TA APP-TA -105.0
max 24 inch spans #14 equally spaced,staggered center rows
Glasbase;Flexiglas•Flintlastic Flintfast 3 in.Insulation Plates with (Optional)BP-
%V-85
P-
W 85 Min.15/32-inch plywood at Base 20;Poly SMS Base;Ultra FlintFast#12 or#14;Trufast MP3 with DP 6-inch o.c.at 4-inch lap and 6-inch o.c.in four, AA,SBS-AA, SBS-AA,SBS- -127.5
max 24-inch spans Poly SMS Base;Yosemite or HD;OMG 3 in.Round Metal Plates with equally spaced,staggered center rows SBS-TA or TA or APP-TA
OMG#14 HD APP-TA
W-86 Min.15/32-inch plywood at Flintlastic APP Base T OMG 3 in.Round Metal Plates with OMG 6-inch o.c.at 4-inch lap and 6-inch o.c.in four, APP-TA APP-TA -127.5
max 24-inch spans #14 HD equally spaced,staggered center rows.
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Roof Cover
Primer MDP(psf)
No. (See Note 1) Base Ply Cap
W-87 Min.19/32-inch plywood at max 24-inch spans FlintPrime SA SBS-SA (Optional)SBS-SA SBS-SA -127.5
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report 3520.03.04-1116 for FL2533-R15
Certificate of Authorization#9503 Revision 16:10/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 16 of 58
FyD
TRINITY I ERD
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 Base Sheet Roof Cover MDP
No. (See Note 1) Base Fasteners Attach Pty Cap (Psf)
SEWADHERING SYSTEMS:
8-inch o.c.at min.3-inch lap and 8-inch o.c.in
W-72 Min.19/32-inch plywood at Flintlastic SA NailBase See Note 2 two,equally spaced,staggered center rows. (Optional) SBS-SA -82.5*
max 24-inch spans Stress plates shall be primed with FlintPrime SBS-SA
(ASTM D41)primer or FlintPrime SA
Flintfast 3 in.Insulation Plates with 6-inch o.c.at min.2-inch lap and 6-inch o.c.in
W-73 Min.15/32-inch plywood at Flintlastic SA NailBase FlintFast#12 or#14;Trufast MP3 with DP three,equally spaced,staggered center rows. (Optional) SBS-SA -97.5*
max 24-inch spans or HD;OMG 3 in.Round Metal Plates with Stress plates shall be primed with FlintPrime SBS-SA
OMG#14 HD (ASTM D41)primer or FlintPrime SA.
Flintfast 3 in.Insulation Plates with 6-inch o.c.at min.2-inch lap and 6-inch o.c.in
W-74 Min.15/32-inch plywood at Flintlastic SA NailBase FlintFast#12 or#14;Trufast MP3 with DP four,equally spaced,staggered center rows. (Optional) SBS-SA -127.5*
max 24-inch spans or HD;OMG 3 in.Round Metal Plates with Stress plates shall be primed with FlintPrime SBS-SA
OMG#14 HD (ASTM D41)primer or FlintPrime SA.
HYBRID SYSTEMS:....
Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates with 6-inch o.c.at 4-inch lap and 6-inch o.c.in three,
Min.15/32-inch plywood at FlintFast#12 or#14;Trufast MP3 with DP equally spaced,staggered center rows. Stress SBS-AA,SBS-
W 75 max 24-inch spans Base 20;Poly SMS Base;Ultra or HD;OMG 3 in.Round Metal Plates with plates shall be primed with FlintPrime(ASTM TA TA or APP-TA 97.5
Poly SMS Base OMG#14 HD D41)primer or FlintPrime SA.
Min.19/32-inch plywood at Glasbase;Flexiglas;Flintlastic 7-inch o.c.at 3-inch lap and 7-inch o.c.in three, SBS-AA,SBS-
W-76 max 24-inch spans Base 20;Poly SMS Base;Ultra See Note 2 equally spaced,staggered center rows SBS-SA-H TA or APP-TA -105.0
Poly SMS Base
Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates with 6-inch o.c.at 4-inch lap and 6-inch o.c.in four,
Min.15/32-inch plywood at FlintFast#12 or#14;Trufast MP3 with DP equally spaced,staggered center rows. Stress SBS-AA,SBS-
W 77 max 24-inch spans Base 20;Poly SMS Base;Ultra or HD;OMG 3 in.Round Metal Plates with plates shall be primed with FlintPrime(ASTM SBS-SA-H TA or APP-TA 127.5
Poly SMS Base OMG#14 HD D41)primer or FlintPrime SA.
CONVENTIONAL SYSTEMS:
Min.23/32-inch exterior Glasbase;All BP-AA,SBS-
See Note 2
Weather/Empire Base; 12-inch o.c.at 4-inch lap and 36-inch o.c.in two, SBS-AA,SBS- *
W-78 grade plywood at max.24- Flexiglas Base;Flintlastic Base equally spaced,staggered center rows AA,SBS-TA or TA or APP-TA 30.0
inch spans 20;Yosemite APP-TA
Glasbase;All
Min.23/32-inch exterior Weather/Empire Base; 12-inch o.c.at 4-inch lap and 24-inch o.c.in two, BP AA,SBS_
See Note 2 AP SBS-AA,SBS- -45.0*
W-79 grade plywood at max.24- Flexiglas Base;Flintlastic Base equally spaced,staggered center rows SBS-TA or TA or APP-TA
inch spans 20;Yosemite APP-TA
Exterior Research and Design,LLC.d/b/a Trinityl ERD Evaluation Report 3520.03.04-1116 for FL2533-RIS
Certificate of Authorization#9503 Revision 16:10/14/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 15 of 58