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r Product Approval Menu>Product or Aoolication Search>Annlication List>Application Detail FEES 2 2017
FL# FL1654-1119
Application Type Revision PER-MITTliNG
St. Lucie County, FL
Code Version 2014
Application Status Approved
MOXED FASTENERS N ATTACHMENTS
Comments ARE THE IESPONSISIM OF THE
Archived
W Of KCM
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive AN
i� g
Fernley, NV 89408 THESE PLANS ANID ALL PROPOSED WOnY,
(570)384-1230 Ext 242
jakins@polyglass.com ARE SUBJECT TO ANY CORRECTIONS
Authorized Signature lames Akins REQUIRED SY FIELD INSPECTORS THAT
jakins@pDlyglass.com N.,[MY BE NECESSARY-II'�ORDER-TO
,.,_.
COMPLIM ALL APPLICARLE COPES.
Technical Representative Steve Wadding - -
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408 1
(602) 363-7139
stevew@polyglass.com ST I,tr CTF COWNTY nni b c-DIVISION
R1FVF—W1ED FOR C(���LI.�vCE
Quality Assurance Representative James Akins REVJEW,�ED JJJ..
Address/Phone/Email 555 Oakridge Road DATE
Humboldt Industrial Pkw PLANS AND PERIi11T MUST BE KEPT ON JOB
Hazleton, PA 18201
(800) 894-4563 On NO INSPECTION-'ANTJ.L BE
jakins@polyglass.com
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 10/06/2018
Validated By John W. Knezevich, PE
a Validation Checklist- Hardcopy Received
Certificate of Independence FL1654 R19 COT 2016 01 COI Nieminen pdf
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
F� � 3 i t 6� �, W�
FM 4474
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04118/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06108/2016
Summary of Products
Model,Number or Name Description
1654.1 A 1 Polyglass SBS and APP Modified SaS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ,.No
Approved for use outside HVHZ:Yes Q19.0
Impact Resistant:N/A Verified By: Robert Nierninen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party: Yes
Other:1.)The design pressure In this application Evaluation Reports
relates to one particular assembly over concrete -,R. POLYG,=1 R19 AF 2016 04 FIN6-1, r L f
deck. Refer to the ER Appendix for other systems an, f
deck types. 2.)Refer to ER,Section 5 for other limits I Created by Independent Third Party: Yes
of Use.
E 71
Corrt=Us�;2601 611 1,qlang Road,Tollatasste_ft,_22.399 Pharief550-A§7-11124
The State of Flaioa is an AA/EEO employer,Copyriuht Z007-ZQ13_5tiLtc imi A �: r1k
_QLELQ_jL:z Priydcy Statement:�, _�j�
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 ejectrori;c
Malt to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.497.1395.'pursuant to Swtirn
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it viev have
one.The emails provided may be used for official communication with the licertsee.however email addresses are public record.If you do nor wish to supply a
personal address,please provide the Department with an email address which can be made available to the pu0k.To determine if you are a licensee under Chaolrs
455,F.S.,please dick here.
Product Approval Acceptsg
=540101 E3 Im
Credit Card
Safe
TRINITY,ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
„_`'.• lA Wood New or Reroof(Tear-Off) A-1 Bonded Insulation Bonded Roof Cover 5
18-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1B-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet Bonded Roof Cover 15-16
1F-1 Waod New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails) Bonded Roof Cover 17-19
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates) Bonded Roof Cover 20-22
SG Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 22
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation Bonded Roof Cover 23
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24-25
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet Bonded Roof Cover 26-27
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-32
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34
48 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38
58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
Sc CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40
6A Gypsum Reroof(Tear-Off) A-1_ Bonded Insulation,Bonded Roof Cover 41-42
68 Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45
78 Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, 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.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-R17 for FL1654-R19
Certificate of Authorization 49503 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 45
' TRINITY ERD
4. Minimum 200 psi,minimum 2-Inch thick lightweight insulatin concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
Pg Y g Y YP ( Y ) Y
r T sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
Er �` structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC q g p p / Approval documentation.
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 25-30lbs/square.
> Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
OMG OlyBond 500(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 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.
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 MOP listings in the tables;rather if MOP 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): MOP -157.5 psf (Min.0.5-inch thick)
>OMG OlyBond 500(08500): MOP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
>OMG OlyBond 500(OB500): MOP -187.5 psf (Min.0.5-inch thick 150 95+GL)
> OMG OlyBond 500(OB500): MOP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MOP -487.5 psf (Min.0.5-inch thick ACFoam II)
➢ICP Adhesives&Sealants CR-20: MOP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyan u rate 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.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 orTA5124.
• 12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report P9290.02.08-R17 for FL1654-R19
Certificate of Authorization 49503 Revision 17:04/18/2016
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 45
:w
TRIf�
ERD
- 14, Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:POLYGLAS5 ROOF COVERS
Reference Layer Material � Application
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II
Hot Asphalt at 20-40
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Ibs/square
Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
SBS-CAI Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G PG350 1.5-2.0
Cap SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
re
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6
SBS-CA2 Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G Polyplus 35 at 1.5-2.0
Cap SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
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,Polyglass
SBS-AA HT Base 650
Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Hot Asphalt at 20 40
(SBS,Asphalt-Applied} Cap IbsJsquare
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 or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Polyglass HT Base 650
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
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
g� SBS-SA Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect
1 Self-Adhering
SBS,Self-Adhering)
g) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elostobase(poly/poly).
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyfiex,Polybond
(APP,Torch-Applied) Cap Polyfiex,Polyfiex G,Polyfiex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA Cap Polyfiex SA P,Polyfiex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SAare limited to the SBS-SA Base Ply options herein, Self-Adhering
£lastobase(poly/sand)or Elastobase(poly/poly).
15. Any of the fallowing FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
• associated with coating usage.
> PG200 Non Fibered Roof Coating;
> PG300 Fibered Roof Coating;
> PG600 Non-Fibered Aluminum Roof Coating;
PG650 Fibered Aluminum Roof Coating;
> PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
> PG70005(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
PG800 Asphalt Emulsion Roof Coating;
> Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
> Polyplus 65 Premium Fibered Aluminum Roof Coating;
D Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
> Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);
> Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,LLC.d/b/a Trinity-]ERD Evaluation Report P9290.02.08-1117 for F1.1654-1119
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 3 of 45
si
�k
TRINITY"ERD
16, The following represent priming requirements for gypsum-based toverboards:
`r Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. 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
a applies:
�= VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A'.
Vapor Barrier
Option k Primer Type Attach Insulation Adhesive MDP(psf)
I PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
2 PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0
3 PG100 ElastofiexSA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
4 PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,.12-inch o.c. -157.5
5 PG100 Elastoflex SA P Self-Adhering CR-20,12-inch O.C. -270.0
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wins!loads.
•
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1117 for FL1654-R19
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by: Robert Nierninen,PE-59165 Appendix 1,Page 4 of 45
(b.
TRINITY ERD
TABLE IF-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table 1) MDP
No. Note 1) Type Fasten Attach Base Ply Cap (Psf)
1
W-134
Min.
Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast 914 or Trufast 3"Metal 12 inch o.c.in 4-inch lap and 12-inch o.c.in two SOS-SA,APP-SA
inch plywood top) insulation Plate with Trufast HD SBS-SA -52.5*(2),equally spaced,staggered center rows SBS-TA,APP-TA'
W-135 Min.
19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3'Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two -
inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows Polyflex SA Base APP-TA 52.5*
Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two• SBS-SA 585-SA,APP-SA,
inch plywood top) #12 (2),equally spaced,staggered center rows SBS-TA,APP-TA -60,0*
Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch c.c.in two
inch plywood top) #12 (2),equally spaced,staggered center rows Polyflex SA Base APP-TA -60.01
TABLE 1G: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Roof Cover(See Table 1)
No. Note 1) Primer MDP(psf)
Joint Treatment Base Ply Ply Cap
Min.15/32-
41- W-138 inch plywood (Optional)PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS_ -90.0
TA,APP-TA TA,APP-TA
W-139 Min.15/32- (Optional)PG100 None
inch plywood Polyflex SA Base (Optional)APP-TA APP-TA -90.0
W-140 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SSS- SBS-SA,APP-SA,SBS-
inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APR-TA -97.5
W-141 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (0 tional)SBS-SASBS- SBS-SA,APP-SA,SBS-
inch plywood (Optional)PG100 e p
— place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA -135.0
W-142 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into —
I inch plywood place to create continuous bond. Polyflex SA Base (Optional)APP-TA APP-TA -135.0
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report P9290.02.08-RI7 for FL1654-RI9
Certificate of Authorization#9503
Prepared by: Robert Revision 17:04/18/20-16
Nieminen,PE-59166 Appendix 1,Page 22 of45