HomeMy WebLinkAboutProduct Approval Prezidential's Roofing LLC
1813 North 17th Street
LIC#CCC1331401
772-200-8781 Prezidentialroofingllc@gmail.com
PrezidentialRoofing.com
August 2,2019
This Roofing Contract is for: Rosemarie Christophe
Roof located at: 185 Soneto Ct `=
The price for the roof is$11,500 y�
We will remove existing roof,inspect and`replace deck wood. tees of plywood are
included as a courtesy,any more fees will apply.Then we will apply peel and seal
underlayment and Architectural shingles. All debris will be removed by Prezidential's's
Roofing LLC by completion of job.
Security Deposit of 50%($5,750) of the cost is due-before work begins,25%($2,875) after dry
in inspection and then 25%($2,875) is due upon completion of job.
This reroof comes with a 5-year labor warranty which excludes the following:
® Wind or tree damage
• Any damage done by another contractor
Rosemarie Christophe approves and accepts this contract.The written terms and,or
specifications in this contract are in complete agreement between both parties. Changes in
this contract shall be done in written order only with approval of both parties. Changes may
or may not incur additional charges.
i
Rosemarie Christophe agrees to pay the full amount indicated in this contract within 7 days
of notification of project completion by PrezidentiaYs Roofing LLC.Failure to pay the full
amount by this deadline shall constitute a breach of contract. Which will result in a$500 fee.
Print Name
Owner Signature &- �Date:"�6//25��
Contractor Signatur Date:
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AUG'O 8 2019
Product Approval Menu>Application Detail
ST. Lucie County, Permitting
FL# FL1654-R24
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
E Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive REVIEWED FOR
Deerfield.(954 23 42
31330 FE t IL 242 CODE COMPLIANCE
malpert@polyglass.com
ST. L CIE COUNTY
s Authorized Signature Maury Alpert Bocc
malpert@polyglass.com
-1 Technical Representative Maury Alpert
p Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
i912)429-8610
MAIpert@polyglass.com 1y
cop
$ Quality Assurance Representative F11.
i 11 Address/Phone/Email
I
}� Category Roofing
PA Subcategory Modified Bitumen Roof System
f Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
-` 0 Evaluation Report-Hardcopy Received
3
Florida Engineer or Architect Name who developed Robert Nieminen
_', the Evaluation Report
<> ) Florida License PE-59166
F Quality Assurance Entity UL LLC
i Quality Assurance Contract Expiration Date 09/13/2021
hl' Validated By John W. Knezevich,PE
J Validation Checklist-Hardcopy Received
Certificate of Independence FL165 J924 COI 2019 QCOI NIEMINEN.iqdf
Referenced Standard and Year(of Standard) Standard Year
I ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE...u2w%2bnFgUPv2pw6pKxAh9%2fJTtiNgcLHGg1ZFglMqIA%3d%3d 7/29/19,1222 PM
Page 1 of 2
I ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 189.7 2012
1
t i
I Equivalence of Product Standards
Certified By
t`
i Sections from the Code
Product Approval Method Method 1 Option D
i
i
Date Submitted 04/12/2019
i Date Validated 04/14/2019
Date Pending FRC Approval 04/19/2019
Date Approved, 06/18/2019
Summaryof Products
FL.# Model,Number or Name 'Description
1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems
j Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1654 R24 11_2019 04 FINAL Al ER_POLYGLASS MODBIT L165 -
i Approved for use outside HVHZ:Yes R24.p>f
! Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
I Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes
I i Other: 1.)The design pressure in this application Evaluation Reports
I 1 relates to one particular assembly over concrete FL1654 R24_A_2019 04_FINAL_ERPOLYGLASSOM DBIT_FL1654-
deck. Refer to the ER Appendix for other systems R24.pddf
and deck types. 2.) Refer to ER,Section 5 for other Created by Independent Third Party:Yes
Limits of Use.
i
s
1
Contact Us::2601 Blair Stone Road,Tallahassee Ft-32399 Phone:850-487-1824
} The State of Florida is an AA/EEO employer.Copyright 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
j - 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
(t ! 455,F.S.,please click here.
Product Approval Accepts:
Credit Card-
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE...u2w%2bnFgUPv2pw6pKxAh9%2fJTtiNgcLHGg1ZFglMqIA%3d%3d 7/29/19,1222 PM
Page 2 of 2
NNEM01 etc.
ESISTANCE
TABLE DECK,,; APPLICATION .` TYPE ;;'DESCRIPTION
1A Wood New or Reropf(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
SC Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1D Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1E Wood New,Reroof'(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14
1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17
1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-21
1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 21-25
11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 26
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 27-29
2B, Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30-34
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38-46
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 46
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 47-49
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 50
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 51-53
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 54
5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 55
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 56
5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 56
SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 56
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 57-59
6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59
6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 60
6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60
7A Various Recover A71 Bonded Insulation,Bonded Roof Cover 61-65
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 65
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 ofthe Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute ofthe steel deck.
➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 65
NNEMOJetc.
3. Unless otherwise noted,insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool 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 Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet
fasteners are installed through the LW IC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction, Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
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 lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch ox.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch ox.
➢ Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0,25 to 0.5-inch wide ribbons,12-inch o.c.
➢ OMG OlyBond 500(OB500): 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.
➢ ICP Adhesive&Sealants Polyset 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,board joints shall be staggered.
➢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:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): 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(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
);- OMG OlyBond 500(08500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
➢ ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-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 ANSI/SPRI WD1,FM Loss Prevention
Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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 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,
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124,
13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 65
ONEMOletc.
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. Unless otherwise noted,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. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast
using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,
use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
POLYGLAss ROOF CbVERS
REFERENCE „ LAYER;.'i ;MATERIAL, APPLICATION`.:
(Base and PI sheets, PI One or more plies Polyglass PI IV,Polyglass VI,FBC Approved ASTM D21
BP-AA Base Ply One or more lies Polyglass G2 Base,FBC Approved ASTM D4601 Type II
Ply y p yg y yg y pp 78,Type IV or VI Hot Asphalt at 20-40
Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
lbs/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 Type II,Polyglass HT Base 650
SBS-CA1 Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type Il,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield PG350 a 1.5-2.0
Cap Ply .TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 Type II Polyplu5 at 1.5-2.0
5BS-CA2 Cap Ply Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FRs 3,Elastoshield TS-G,Elastoshield gal/square
3
TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex
56 Type II,Polyglass HT Base 650
SBS-AA Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G, Hot Asphalt at 20-40
(SBS,Asphalt Applied) Cap Ply lbs/square
Elastoshield TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
SBS-TA Base Ply or Ply One
0 or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 Type ll,Polyglass HT Base
(SBS,Torch-Applied) Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 Type II,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS- Torch-Applied
Cap Ply G,Elastoshield TS-G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0
gal/square
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR To
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
(APP,Self Adhering) Elastobase of sand or Elastobase o!
(P Y/ ) (A Y/polY)•
NEMO ETC,LLC Evaluation Report P9290.02.08-1121 for FL1654-1123
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 65
jl
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NNEMO I etc.
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A
applies:
0. e• . e o
OPTION VAPOR BARRIER
# PRIMER TYPE ATTACH INSULATION ADHESIVE. MDP'(PSF)
VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60,0
VB-2. PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75,0
VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5
VB-5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
VB-6. PG 100 Elastoflex SA V Base,Elastoflex SA V FR Base, Self Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade 290.0
Elastoflex SA V Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c.
17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
Option# Surfacing Florida Product Approval
SURF-1. PG300 Fibered Roof Coating FL10291
SURF-2. PG600 Non-Fibered Aluminum Roof Coating FL10291
SURF-3. PG650 Fibered Aluminum Roof Coating FL10291
SURF-4. PG700 High Quality Elastomeric Roof Coating FL10291
SURF-5. PG700QS(Quick Set)High Quality Elastomeric Roof Coating FL10291
SURF-6.. PG800 Asphalt Emulsion Roof Coating FL10291
SURF-7. Polyplus 60 Premium Non-Fibered Aluminum Roof Coating FL10291
SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating FL10291
SURF-9. Polybrite 70 Premium Grade Elastomeric Roof Coating FL10291
SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating FL10291
SURF-11. Polybrite 71 HS FL10291
SURF-12, Polybrite 90 High Solids Silicone Roof Coating FL10291
SURF-13. Polybrite 95 Silicone Roof Coating FL10291
SURF-14. KM Acryl 15 FL27409
SURF-15. KM Acryl 15 QS FL27409
SURF-16. KM Acryl 25 FL27409
SURF-17. KM Acryl 25 QS FL27409
SURF-18. KM Acryl 40 HS FL27409
SURF-19. KM Acryl 85 FL27409
SURF-20. KM PS#250 FL27409
SURF-21. KM PS#220 FL27409
18. "MDP"=Maximum Design Pressure is the result oftesting for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 65
A
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ONEM6I etc.
••e eIECK$—NEW CONSTRUCTION e• kEROOF(TiZ0-01`17)
S stem Deck(Note i)" `�Pnmer �
Nor
i omtTreaLment. Base Ply Ply„t; Cap Ply
W-170 Min.15/32- None None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0
Inch plywood TA,APP-TA TA,APP-TA
W-171 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0
inch plywood
W 172 Min.15/32- PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5
inch plywood TA,APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-173 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97.5
W-174 Min.15/32- POLYBRITE 745 None SBS-SAS (Optional)SBS-SA,SBS- SB5-SA,APP-SA,SBS- -105.0
inch plywood TA,APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastofl'ez SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-175 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0
W-176 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Polyflex SA Base (Optional)APP-TA APP-TA -135.0
inch plywood place to create continuous bond.
i
r
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization 1132455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 65
�'i..r-!t��'•'a�.j ua,.:� - ' f aC/ `"� ` "a'111 . Roe.
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BCIS Home i Log In j User Registration I-Hot Topics Submit Surcharge j Stats&Facts I Publications ; Contact Us I BCIS Site Map A Links Search
Florida -
Product
USER:PubgApseroval
RECEIVED
Product Approval Menu>Application Detail AU O 8 2019
FL# FL18355-R4
Application Type Revision ST. Lucie County, Permitting
Code Version 2017
i Application Status Approved
I Comments
I Archived
I - _
l e Product Manufacturer TAMKO Building.Products,Inc.
Address/Phone/Email PO Box 1404 REVIEWED FOR
Joplin,MO 64802 CODE COMPLIANCE
(417)624-6644 Ext 2305
} kerri_eden@tamko.com ST. LUCIE COUNTY
Authorized Signature Kerri Eden B®CC
{ kerri_eden@tamko.com
i
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
4 JA17)624-6644 Ext 2305
kerri_eden@tamko.com •
Ffle COP
4 Quality Assurance Representative
C 1 Address/Phone/Email
Y <
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
E� Professional Engineer
I �j Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
i the Evaluation Report
Florida License PE-74021
t jQuality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 CO TBP15001.4 2017 FBC Eval Report Shingles final.pdf
Referenced Standard and Year(of Standard) Standard Year
i.
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
1
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV..vosrHazGXQW83MPT3uofKzD1M2XugwuWmY6PQIJIukQ%3d%3d 5/18/19,1:58 PM
Page 1 of 2
7
I k
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 $4-Fquiv UL letter for standards for FBC 2017.pdf
I
P -
i Sections from the Code
I
I
• I
• 9
I `' Product Approval Method Method 1 Option D
4 Date Submitted 09/25/2017
r I
{ Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
._T _ ___� _. "__
Summa of Products — -
V FL# Model,Number or Name. Description-
V
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage ,Wood ateHeritage
" 9 g
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLIS355 R4 ITBP15001.4 2017 FBC Eval Report Shingles
! Approved for use outside HVHZ:Yes final.odf
=e { Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A Created by Independent Third Party:Yes
�.
Other:-See
evaluation report o '
for limits of use.
p Evaluation Reports
f FL18355 R_AF TBP15001.4 2017 FBC Eval Report Shingles
�! fn
Created by Independent Third Party:Yes
` Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
1
The State of Florida is an AA/EEO employer.Copyright 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 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 click berg_.
1 _ Product Approval Accepts:
Y6.>'. eCheck
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- Safe
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV...vosrHazGXQW83MPT3uofKzD1 M2Xu9wuWmY6PQIJlukQ%3d%3d 5/18/19,1:59 PM
Page 2 of 2
t 1
Certificate of Authorization No.29824
17520 Edinburgh Dr
CREEK Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,r EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
220 West 4'h Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg, KS
Frederick, MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
ED-tilt Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies.(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) IOCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
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.
TAMKO BUILDING PRODUCTS
CREEKF1 Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462-
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462_ Shingles shall be used in the non-HVHZ only.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg & complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
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.
( l
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® 'Basic Wind Speed (V„it): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed (Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ):' In accordance with FBC requirements;
& Solidly sheathed.min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin (Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In.accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance witti.RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
i
1" 1"
Nailing ----. -------- - ---------- ----------------------------------------------------
Area
--------------------------------------------------Area ----------------------------- ---- -------
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
f
Nailing -------------- fr7f8"
Area ---------------------------
1 15-1/8"
�t
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Basic Wind Speed(V it): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed (Vaed): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage@ Premium new construction; Min. 15/32 in_ plywood existing
(Dallas, Frederick construction_
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate new construction; Min. 7/16 in. OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
6-1/8" FEXPOSURE 6-6/8"
12-112"--►�-- 12-3/8" --►��- 12-1 I2`
Figure 3. Heritage®, Heritage@ Premium, and Heritage®Wood(gate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1/8" EXPQSURE 5-5/8"
1"-1►I p4-r-112"►�-7-1/2"-►� 7�/8"-►�7-112"-►�-7-1/2"� f 4-1"
Figure 4. Heritage@& Heritage®Premium
6 Nail Pattern
TBP15001.4 FI-18355-R4 Page 4 of 11
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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
-NAIL ZONE!
,ISTENERS COMMON.BOND
f-118" EXPOSURE 5:'5/8".
1" �7112'+7-112'.7-3/8' 7-1/2 7-1/22� 1M
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►I1°;1";, 12-1/2" �� �, 12-1/2" =11"1'9�-
i i i i i
}.A Common Bond
FASTENERS
11v. �
Ta
Cb
yw 1
39-3/8"
Figure 6. Heritage®, Heritage® Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
CIM1IE
7--7/8" --- - - - --------------------------------------- - - ----- _
--- N E.
_- NAI L ZO
EDGE OF.
6-11.8 COMMON-
. 'BOND:'
r
EXPOSURE:
ACCEPTABLE
FASTENER.LOCATION
DO NOT FASTEN
ALONG-EDGEOF
----=-----==-=---= ---------= COMMON BOND:
PREFERRED
PASTE NE R
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4,and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 1:1
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.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Premium Basic Wind Speed (Vit): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERSCOMMON BOND
5112" IXPQSURE 5"
1"—� �— 11"—►�— 12" �--1"
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EXPOSURE 5"
-E
11'—� �-91/2- 'i'3 'I' 9---+3" 9Y2" 14-11"
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Woodgate Basic Wind Speed (V"ir): Max. 194 mph
(Frederick) Basic Wind Speed (V.rd): Max. 150 mph.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min_7/16 in.OSB existing construction.
Underlayment: In accordance with:FBC requirements.
Min.slope: 2:12 and in accordance with FBCrequirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
- FASTENERS COMMON BOND
T
5-112" EXPOSURE Y
1'�--� �--- 11" 12-3/8"-r�s-
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZON V
COMMON BOND
FASTENERS
T
5.112" EXPOSURE 5"
9.1/2"4w+-9-n,143 14 9.112"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
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.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
Kj TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed (Vuit): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or°6 Nail Pattern"detailed below.
4c,
L L
Y� !J'-IttMf S' E(FOSUR''
2 �r�orn� Notch
i
6., Fatenefs
rb i
y„
FxlFr-sure
�+—to-am•—►� '+—rays•—►�
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
4T Exposure
j - Notch
�tb�ws
wrna
6 Fartemrs , Nal
Zone
,�-„7
Epmm
7- 7117a1a' 7dli'—► 7.8/8'
1-111' 1.1/y
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed (V,,,t): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed (Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in- plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
here-
III
S0tart
Figure 1 here 5-1/8" exposure
lip
%� .. , ,
Fastener = Fastener
`5-5/8„ �5-5/8„
Figure 2 �� Figure 3
Figure 14. Hip & Ridge(Frederick&Joplin)
TBP15001:4 FL18355-R4 Page 9 of 11
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.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage@ Hip&Ridge Basic Wind Speed(V„i,): Max. 194 mph
(Phillipsburg) Basic Wind Speed Msd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
Star . 5" exposure
here
Start
here
Figure 1 5" exposure
1"
Sia =it
Fastener Fastener
`5-1/2"
Figure 2 1/4" Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 of 11
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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
LAM J
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed-.,by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) 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.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7 Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality,assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,��RY��R��p1
%% 011
GP c•E N s 'Fs 2017.09.25
* •' No 74021 * 1' 1 :31 :41
-04'00'
'.
STATE OF
:0'n�'•'P� O P•'NZachary R. Priest, P.E.
Florida
Organization Nol A E1166on No. 91
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
TBP15001.4 FL18355-R4 Page 11 of 11
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.
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BCIS Home Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us i BCIS Site Map j Links J Search 'I
Florida
"41
.)USER:Public User Product Approval
N
Product Approval Menu>Application Detail RECEIVED
FL# FL16048-R6
AUG 0 8 2019
Application Type Revision
Code Version 2017
ST. Lucie County, Permitting j
Application Status Approved
Comments
qV
Archived
REVIEWED FOR
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
CODE COMPLIANCE
Rutherford,NJ 07070
fRO
q16-14B5
david.ruiz@tribuiltmg.cojST.- LUCIE COUNTY
BOCC
Authorized Signature
David Ruiz
david.ruiz@tribuiltmg.com
fV*
Technical.-Representative David Ruiz
Address/Phone/Email • 250 Route 17 North
East Rutherford, NJ 07073
=10
s ' -c:o-rn
-david.ruiz@tribuilt m ateri atgr 6 uipi.
2 Quality Assurance Representative
Address/Phone/Email File COPY
jCategoRoofing
ry
Subcategory Uncierlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C, Evaluation Report-Hardcopy Received
j
jFlorida Engineer or Architect Name who developed Robert Nieminen
t'' rt
the Evaluation Repo
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/18/2020
Validated By John W. Knezevich, PE
Of Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R6 C01_2017 01 COI Nieminen.p-d
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012(04-12) 2012
https://www.f loridabuilding.org/pr/pr-app-dtl.aspx?pararn=wGEV...DqtFPmdY!NDWrwipmtAnR8jv9FiYHTk4FLCxcqVtRhf vMw%3d%3d 8/2/19,7:46 PM
Page 1 of 2
r'
a
UL 1897 2012
i
Equivalence of Product Standards
Certified By
v
i
Sections from the Code
' Product Approval Method Method 1 Option D
- - r
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
i
Date Approved 12/12/2017
Summary of Products
G- ; FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16048 95—II_2017 Q2_FIL16L_ER IBL-
i Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.pdf
I Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party:Yes
j Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048_R6 BE 2017_09 FINAL Elf-TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS_FL16048-R6.pd
5.6.4 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
l
I
i
I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
I The State of Florida is an AA/EEO employer.Coo_yriaht 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
I 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
_ . I personal address,please provide the Department with an email address which can be made available to the public.To determine if you area licensee under Chapter
455,F.S.,please click here.
' Product Approval Accepts:
Credit Card
Safe
i
https:,'/,,�jvvw.floridabu;lding.org/pr/pr-app-dti.aspx? 8/2/19,7:46 PM
Page 2 of 2
t
f , EXTERIOR RESEARCH&DESIGN, LLC.
t E' Certificate of Authorization#9503
ER® 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-116
Rutherford,NJ 07070 _ Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule.61G20-3 and the applicable.rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6t' Edition (2017) Florida Building Code
sections noted herein. .
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in.
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Of
p
'ham% _moo
t�
Robert J.M.Nieminen,P.E. �'�.,,ss;; a4:,;;.•'
The facsimile seal appearing was authorized by Robert Nieminen,
. .. .nop P.t
Florida Registration
No.59166,Florida DCA ANE1983 P.E.on 09/75/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITYERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04:14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
` TTYRINI
ER®
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1:,=ROOF COVER'OPTIONS,
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-11 SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE IA:ALLOWABLE TILE ADHESIVE:/UNDERLAYMENT COMBINATIONS) -
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBondw FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates: .
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built_ Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product APProvalfor Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION - FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
s
SOI 'ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5M sf•
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
' TRINITYIERD
1
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),.Appendix A,Table 1A.
Alternatively, the maximum design pressure forthe selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 Januar 2016 for Zone 2 3 enhancements.
(January ) /
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,-the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles..
TABS 2 TILE SLIPPAGE LIMITATIONS FOR DIRECT=DECK TIEE INSTALLATIONS; a
Underlayment Tile Profile Staging Method Maximum
- Slope
Flat Max.10-tile stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
L1 p� L
Tri-Built S/A HTTU `
Underlayment
Lugged
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
'Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
t .
TRINE ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is.in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT- -
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6