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s 's` FL# FL16717-R3
Application Type Revision
Code Version 2014
Application Status Approved
�703-0.5
Comments ST.LUCIE COUNTY BUILDING DIMION
Archived REVIENVED FOR C hZPLI.4NCE
REVIEWED BY
Product Manufacturer POLYGLASS USA DATE `1
Address/Phone/Email 150 Lyon Drive PLANS &ND RRMIT MUST 13E MT E1NJTGB
Fernley,NV 89408
(570)384-1230 lAWNSO INSPECTIO`NVILL BE h "E.
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins ESE P
Address/Phone/Email 555 Oakridge Road THESE
AND ALL PROPOSED WORK
E SUBJECT
Humboldt Industrial Pkwy TO ANY CORRECTIONS
Hazleton, PA 18201 REQUIRED BY FIELD INSPECTORS THAT
(800)894-4563 MAY BE NECESSARY IN ORDER TO
jakins@polyglass.com COMPLYWITH ALL APPLICABLE CODES.
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
A 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
��t Certificate of Independence FL16717_R3._CQI_.2016 01 COI Nieminen.odf
C 0�{Cr�;LD FA� fe'r,Enced�Star�a°Y�� �1dY�e�r(of Standard) Standard Year
Ann THE RESPONSIBILITY OF THE ASTM D2178 2004
CONTRACTOR
ry❑ry p�e�aA yq ASTM D4601 2004
CON J RACTOR OF RCS' OnD ASTM D6162 2000
ASTM D6163 2000
ASTM D6164
ASTM D6222
ASTM D6509 � FlIoE
Copy
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 3/21/2017
Florida Building Code Online � � Page 2 of 2
TAS 110 2000
TAS 114 2011
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/14/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02/17/2016
Date Approved 04/12/2016
Summary of Products
FL# Model,Number or Description
Name
16717.1 Polyglass SBS and APP Modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16717 R3 II 2016 02 FINAL Al ER POLYGLASS MODBIT HVHZ FL16717-
Approved for use outside HVHZ:No R3.1)df
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure in this Evaluation Reports
application pertains to one system. Refer FL.1.671.7 R3 AE 201.6 02 FINAL ER POLYGLASS MODBIT HVHZ FL16717-
to ER Appendix for all systems and R3.[)d
maximum design pressures. 2.)Refer to Created by Independent Third Party:Yes
ER Section 5 for Limits of Use.
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4
�1 TRINITY ERQ
APPENDIXI.ATTACHMENT REQUIREMENTSFORWINDUPLIFTRESISTANCE .r . .
Table Deck Application Type Description Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-8
SA-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 9-10
16 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 11
1C Wood New,Reroof(Tear-Oft)or Recover C Mech.Attached insulation,Bonded Roof Cover 12
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 13-14
[ IE-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18
_1E-2 Wood. New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-21
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23-24
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 25-26
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 27-31
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 31-33
36 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 33
4A LWIC New or Reroof(Tear-Off) A=1 Bonded Insulation,Bonded Roof Cover 34-35
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 36
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 37-39
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 41
Sc CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Banded Top Insulation,Bonded Roof Cover 42
51) CWF New,Reroof(Tear-Off)or Recover C Mech.Attached insulation,Bonded Roof Cover 42
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 43-44
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 45
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 45
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 45
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 46-48
The following notes apply to the systems outlined herein:
1. The evaluation herein pertains to above-deck roof components;deck-attachment details pertain to`as-tested'conditions under TAS 114,Appendix J. Roof decks shall be in accordance with FBC(HVHZ)requirements
to the satisfaction of the AHJ.
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.
Y Concrete: Minimum 1.2SAnch embedment into pilot hole in accordance with fastener manufacturers published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu rate, polystyrene, wood fiberboard, perlite, gypsum-based roof board.or mineral-wool roof board that meets the GA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC HVHZ 1516 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity[ERD FBC HVHZ EVALUATION Evaluation Report P40690.12.13-1-R4 for FL16717-R3
Certificate of Authorization#9503 Revision 4:02/08/2016
Prepared b : Robert Nieminen,PE-59166
P Y Appendix 1,Page 1 of 48
Y
TRINITY1 ERE
i
4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed,field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening
patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared,
signed and sealed by a qualified design professional.
5. Preliminary insulation attachment for System Type D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board.
6. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
i Hot asphalt(HA): Full coverage at 25-30 ibs/square.
7 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.
`r OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ,
>3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
> Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,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)
Y OMG OlyBond 500(OBS00): 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+GQ
>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)
i 3M Polyurethane Foam Insulation Adhesive CR-20: MDP -117.5 psf (Min.1.0-inch thick)
8. Bonded polyisocyan u rate insulation boards shall be maximum 4 x 4 ft.
9. Perimeter and.comer areas shall.comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased,as calculated in compliance with Roofing Application Standard RAS 111
and/or RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*.
10. For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor
extrapolation is permitted for enhanced attachment at enhanced pressure zones(i.e.,perimeters,corners and extended corners).
11. Fastener spacing for mechanical attachment of anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure(MDP)listed for a specific system.
Should the fastener resistance be:less'than that required,as determined by the Building Official,.a revised fastener spacing—prepared,signed and sealed by a qualified design professional—may be submitted. Said
revised fastenerspacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137.
12. For bonded insulation or membrane over existing substrates in a recover installation,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 TAS 124.
13. For recover installations,the existing.roof shall be examined in accordance with FBC 1521. For Recover.Applications using System Type,D,the insulation is optional.
Exterior Research and Design,LLC.d/b/a Trinity I ERD FBC HVHZ EVALUATION Evaluation Report P40690.12.13-1-R4 for FL16717-R3
Certificate of Authorization#9503 Revision 4:02/08/2016
Prepared by: Robert.Nleminen,PE-59166 Appendix 1,Page 2 of 48
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ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:PakYGLASs 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 or Ply One or more plies Elastobase(poly/sand),Elastobase P(poly/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
SBS-AA Elastoflex S6,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(sand-backed),Polyfresko Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap G SBS.FR(sand-backed) Ibs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
Base Ply or Ply. One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6
SBS-TA Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
(SBS,Torch-Applied). Cap Pol resko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed
Yf. (p Y ) Yf (P Y )
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 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-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Polyflex,Polyflex G;Polyflex G'FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand)or Elastobase(poly/poly).
15. Any of the following FBC HVHZ Approved coatings maybe 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.
Y PG200 Non Fibered Roof Coating;
Y PG300 Fibered Roof Coating;
Y PG600 Non-Fibered Aluminum Roof Coating;
i PG650 Fibered Aluminum Roof Coating;
Y PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
Y PG800 Asphalt Emulsion Roof Coating;
i Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
Y Polyplus 65 Premium.Fibered Aluminum Roof Coating;
Y Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
i Polybrite 70Q5(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(forgranule-surfaced APP or SBS only);
v Polybrite 90 High Solids Silicone Roof Coating;
Y Polybrite 95 Silicone Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards:
"r DensOeck and DensDeck 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.
i- SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "MDP"=Maximum Design Pressure Is the result of testing for wind load resistance based on allowable Wind loads.Refer to FBC(HVHZ)1620 and RAS 128 for determination of design wind loads.
Exterior Research and Design,I.I.C.d/b/a Trinity ERD FBC HVHZ EVALUATION Evaluation Report P40690.12.13-1-R4 for FL16717-R3
Certificate of Authorization 49503 Revision 4:02/08/2016
Prepared by: Robert Nieminen,PE-59166 Ap
pendix 1,Page 3 of 48
f
TRINITYiERD
TABLE 1E-1:WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E. NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(vans),BONDED ROOF COVER
System Base Sheet Roof Cover(See Table 1) MDP
No. Deck(See Note 1) Type Fasten Attach Base Ply Cap (Psfl
NO BASE PLY::. .. ;
9-inch o.c.at 2-inch lap and 18-inch
W-63. Min,15/32-inch Elastobase,Elastobase P Simplex MAXX Cap o.c.in two(2),equally spaced, None SBS-AA,SBS-TA, -45.0`
plywood staggered center rows APP TA
Min.15/32-inch 9-inch o.c.at 2-inch lap and 12-inch SBS-AA,SBS-TA,
W-64. plywood;24"spans;8d Elastobase,Elastobase P Simplex MAXX Cap o.c.in two(2),equally spaced, None -52.5
ring shank nails 6"o.c. staggered center rows APP-TA
Min.15/32-inch 6-inch o:c at 3-inch lap and&Inch oc
Original Simplex Cap Nails(1-inch metal head diameter,)) . o.c. SBS-AA,SBS-TA,
W-65, plywood;24'spans;Sd Elastobase,Elastobase P in four(4},equally spaced,staggered None 52.5
ring shank nails 6"o.c. gauge x min,1.25-inch long annular grooved shank) center rows APP-TA
Min.15/32-inch 6-inch o.c.at 3-inch lap and 6-inch o.c.
1
Elastobase,Elastobase P(poly- Original Simplex Cap Nails(1-inch metal head diameter,11
W-66. plywood;24"spans;8d in four(4),equally spaced,staggered None SBS-SA,APP-SA -52.5
ring shank nails 6"o.c. film top} gauge x min. ,25-inch long annular grooved shank) center rows
Min,15/32-inch Original Simplex Cap Nails(1-inch metal head diameter,11 6-inch o.c.at 3-inch lap and 6-inch o.c.
W-67. plywood;24"spans;8d Polyglass APP Base in four(4),equally spaced,staggered None APP-TA -52.5
ring shank nails 6"o.c., gauge x min.1.25-inch long annular grooved shank) center rows
. Elastobase,Elastobase P,
Min.19/32-inch Polyglass G2 Base,CertainTeed 8-inch o.c.in 4-inch lap and 8-inch oc
32 ga.,1-5/8-inch diameter tin caps with 11 ga,annular ring . . o.c. SBS-AA,SBS-TA,
W-68. plywood;24"spans;8d Glasbase,Firestone MB Base, shank nails in three(3),equally spaced,staggered None APP-TA -60.0
ring shank nails 6"o.c. JM Perma-Ply 28,Tamko Glass center rows
Base or GAFGLAS#75
Min.19/32-inch 8-inch o.c..in 4-inch lap and 8-inch o.c.
Elastobase,Efastobase P(poly- 32 ga.,1-5/8-inch diameter tin caps with 11 ga,annular ring
W-69. plywood;24"spans
;8d in three(3),equally spaced,staggered None SBS-SA,APP-SA -60.0
ring shank nails 6"o.c, film top) shank nails center rows
Min.15/32-inch 8-inch o.c.in 4-inch lap and 8-inch o.c.
Polyglass G2 Base,Elastobase, 32 ga.,1-5/8-inch diameter tin caps with 11 ga,annular ring SBS-AA,SBS-TA,
W-70. plywood;24"spans;8d in four(4) equally spaced,staggered None Elastobase P shank nails , p , APP TA 67.5
ring shank nails 6"o.c. center rows
Min.15/32-inch 8-inch o.c.in 4-inch lap and 8-inch o.c.
W-71. plywood;24"spans;8d Polyglass APP Base 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular,ring in four(4),equally spaced,staggered None APP-TA -67.5
P y p Yg shank nails ( } q Y p gg
ring shank nails 6"o.c. center rows
Min.15/32-inch 10-inch o.c:in flinch lap and 10-inch
W-72. plywood;24"spans;8d Polyglass G2 Base,Elastobase, Simplex MAXX Cap o.c.in three(3),equally spaced, None SBS-AA,SBS-TA, -75.0
ring shank nails 6"o.c. Elastobase P staggered center tows APP-TA
Min.15/32-inch 10-inch o.c.in 4-inch lap and 10-inch
W.-73. plywood;.24"spans;8d Polyglass APP Base Simplex MAXX Cap o.c.in three(3),equally spaced,. None APP-TA -75.0
ring shank nails 6"o.c. staggered:center rows
Exterior Research and Design,I.I.C.d/b/a Trinity)ERD FBC HVHZ EVALUATION Evaluation Report P40690.12.13-1-R4 for FL16717-113
Certificate of Authorization#9503 Revision 4:02/08/2016
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 15 of 48