HomeMy WebLinkAboutPRODUCT APPROVAL9272016 '! Florida Building Code Online
- Business & Professional - —
NMI
116
Regulation
r
BM Home I Lag M I User Regisbatlon I Ha T0p16 submit Sun'Jalge I Slats a F.M Publlrabons FBC SUff BCLS Site Map Llnks Seartli
a SGApNNED
db'pr Product Approval BY
Pu
USER: blic User
Si. Lucie COUntV L
PmduRAvomvalMenu>PmtluRorAoalitaHonSearcb>gvvllatlonList >ApplicationDetan
FL # F1-1654-1119
Application Type Revision 1rtlfftr�a46CU FASTENERS RATTANMEM
Code Version 2014
Application Status Approved ARE THE
iQROPOONSU C , v TmE
Comments ^rr r rnY IY11 VP fIGW(1y
Archived D
1
Product Manufacturer POLYGLASS USA THESE PLANS AND ALL PROPOSED WORK
Address/Phone/Email elen18Fr y NV 9408 ARE SUBJECT TO ANY CORRECTIONS
384-12Ext 242
jakf REQUIRED BY FIELD INSPECTORS THAT
jakins@polyglass.com com
iNAY`NE,tCESIARV•IN QRDER-TO
Authorized Signature James Akins -� NIPLY_VNITH ALL APPLICABLE CODES:
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408 ST. UCTE COIJ� R nrvG nn7SION
(602) 363-7139 ti1Ai *CE
stevew@polyglass.com REVIEWED FOR C -p
iREVIEWED Y
Quality Assurance Representative James Akins DATE r
Address/Phone/Email 555 Oakridge Road PLANS AND PERMIT MUST AE KEPT ON JO_
Humboldt Industrial Pkwy OR NO INSPECTION WILL BE MERE,
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
Florida Ucense
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/06/2018
Validated By
John W. Knezevich, PE
OO Validation Checklist- Hardcopy Received
Certificate of Independence
F1,1654 R19 COI 2b16 01 COI Nieminen.odf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D6162
2000
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
ASTM D6509
2009
FM 4470
1992
https:twww.floridabLilding.orgfpdpr app dU.aspx?paam=wGEVXQwtDpwplPw%2bnFgUPv2pw6pKxAhfBSHQFy2kzdQRng46uF7Tw%3da/o3d 1/2
9W12016 Florida Building Code Online
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from Lite Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
�—I
Method 1 Option D
04/18/2016
04/19/2016
04/20/2016
06/08/2016
FL #
Model, Number or Name
Description
1654.1
Polyglass SBS and APP Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R19 II 2016 04 FINAL Al ER POLYGLASS MODBIT FL1654-
R19.Ddf
Approved for use outside HVHZ: Yes
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 application
Evaluation Reports
relates to one particular assembly over concrete
FL1654 R19 AE 2,016 04 FINAL ER POLYGLASS MODBIT FL1654-
R19.odf
deck. Refer to the ER Appendix for other systems and
deck types. 2.) Refer to ER, Section 5 for other Limits
Created by Independent Third Party: Yes
of Use.
Back Next
Canted Us :: 2WI 91a1r Stone Read. Tallahassee M 32399 Phone: 850-487-1824
The State of Florida is an AA/H employer. Loovrinht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addmsses are public recoNs. If you do not want your e-mail addnaa released In response to a publlr records request, do not send eleamnic
mall to this entity. Instead, contact the office by phone or by tradlUoral mail. If you have any questions, please contact 850.487.1395. [Pursuant to Section
455.275(1), Florida Statutes, effective OQaber 1, 20I2, licensees llansed under Chapter 455, F.S. moat provide the Department with an email addreoi If they have
one. The entails provided may be used for of dal communication with the licoroem However email addresses are public record. If you do not wish to supply a
personal addrea, please provide the Department with an email address wNcti an be made available to the public To determine if you are a licensee under Chapter
455, F.S., please dick brere .
Product Approval Accepts:
® ® Wq
".Sccurit�"�
htfps:IA w .floridabdlcirg.orgtpr/pr app rill.aspx?param=wGEVXQwIDgvgqu2w%2bnFgUPv2pw6pKxAhf6SHQF12kzdQRng461FTFw%3d%3d 2/2
�l I KINITY J ERD
Table Deck Application Type Description Page
1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5
1B-1
Wood
New or Reroof (Tear -Off)
A-2
Mech.
Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
18-2
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
SD
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
SF-1 Wood New or Reroof (Tear -Of) 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 -Of) 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
4B
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
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38
SB
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
39
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
40
SD
CWF
New, Reroof (Tear -Oft) 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
713 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:
D 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 FA.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 Trinityl ERD Evaluation Report P9290.02.08-1137 for FL1654-1139
Certificate of Authorization ft9503 Revision 17:04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 45
rTRINITY I ERD
4. Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
S. Unless otherwise noted, Insulation adhesive application rates 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-Stlk 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 (08500): 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)ofnts shall be staggered.
➢ Note: The maximum edge distancefrom 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 maybe 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 listedibelow may be used as a drop -In for the equivalent thicker material listed In the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG OlyBond 506 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 506 (013500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam ll)
➢ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polylsocyanurate 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 forthe 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,forthe system. Testing and analysis shall be In accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover Installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TA5124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast In accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-Inches. For LWIC over structural concrete,
reference Is made to FBC section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a Trinity] ERD Evaluation Report P9290.02.08-R37 for FL3654-R19
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 2 of 45
\ TRINITY ERD
14. Unless otherwise noted, refer to the following references for bonded base, ply or up sheet applications.
TABLE II. POLVGLAss ROOF COVERS
Reference
Layer
Material
Appliwtlon
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-CA3
Cap
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshleld TS-G FR, Polyfresko G
p6350 at 1.5-2.0
gal/square
SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR, Polyfresko G
gal/square
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 56, Polyglass
HT Base 650
SBS-AA
(SBS, Asphalt -Applied)
Cap
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR,
Hot Asphalt at 20-40
Ibs/square
Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt -applied sheets or Insulation shall notbe applied to poly film surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Polyglass HT Base 650
SBS-TA
(SBS, Torch -Applied)
Cap
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshleld TS-G, Elastoshleld TS-G FR,
Torch -Applied
Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly-fllm 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
Elastoflex SA P, Elastoflex SA P FR, Pal reflect
Self -Adhering
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substratesfor SBS-SA are limited to the SBS-SA Base Ply options herein,
Note:
Elastobase(poly/sand) or Elostobase(poly/poly).
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Torch -Applied
(APP, Torch -Applied)
Cap
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Cap
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP-SA
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforAPP-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 Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance.
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Flbered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
D PG650 Fibered Aluminum Roof Coating;
D PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
D PG700Q5 (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-Flbered Aluminum Roof Coating;
D Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
D 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, U.C. d/b/a Trinity) ERD
Certificate of Authorization h9503
Prepared by: Robert Nieminen, PE-59166
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-R17 for FL1654-R19
Revision 17: 04/18/2016
Appendix 1, Page 3 of 45
VTRINITYIERD
16. The following represent priming requirements for gypsum -based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field -primed with PG300 prior to self -adhering ortorch-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 (MOP) limitations. The lesser of the MDP listings below vs. those In Table 3A
applies:
VAPOR BARRIER OPNONSI STRUCNHAL CONCRETE DECK, ADHERED INSULATION PER TABLE 3A _
Option#
Primer
Vapor Barrier
Insulatlon Adhesive
MOP(psf)
Type
Attach
1
PG300
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch o.c.
-60.0
2
PG300
Polyglass APP Base
Torch -applied
Inta-Stik or CR-20, 12-Inch o.c.
-75.0
3
PG100
Elastoflex SA 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
PG300
Elastoflex SAP
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 wind loads.
Exterior Research and Design, I.I.C. d/b/a Trinity[ ERD Evaluation Report P9290.02.08-1117 for FL1654-R39
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of45
\1 I KINITY ERD
TABLE IA: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Deck
Base Insulation Layer
Top Insulation layer
Roof Cover (See Table 1)
MOP
No.
(See Note 1)
Type Attach
Type Attach
Base Ply PlyCap
(PsQ
SEL ADHERING BASE PLY:
MIn. 15/32-
Min.1.5-Inch ACFoam II, ACFoam III, ENRGY-3, H-
D-IS, M-OSFA,
(Optional) additional
ID -IS, M-OSFA,
SBS-SA
(Optional) SBS-SA, 5B5-TA,
SBS-SA, APP-SA,
52.5
W-1
Inch plywood
Shield, H-Shield CG, Multi -Max FA3
OB%0 or CR-20
layers(s) of base insulation
OB500 or CR-20
APP-TA
SBS-TA, APP-TA
W 2
Min. 15/32-
Min. 1.5-Inch ACFoam II, ACFoam III, ENRGY-3, H-
D-IS, M-OSFA,
(Optional) additional
I D-IS, M-OSFA,
Polyflex SA
(Optional) APP-TA
APP-TA
-52.5
Inch plywood
Shield, H-Shield CG, Multi -Max FA3
OB500 or CR-20
layers(s) of base Insulation
I OB500 or CR-20
Base
TABLE IS-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
Anchor5heet
Base Insulation
Top Insulation
Roof Cover (See Table 1)
MOP
System
Deck
No.
(See Note 1)
Type
Fasten
Attach
Type
Attach
Type
Attach
Ply
Ply
Cap
(PFH
ASPHALT -APPLIED OR TORCH -APPLIED BASF PLY: '
9-Inch o.c. at 2-Inch
(Optional) Min. 1.5-
Min. 0.75-Inch Fesco Board
Elastobase,
lap and 18-Inch o.c.
Inch ACFoam It,
(homogeneous) or min.
Hot
BP -AA
(Optional)
SOS -AA,
W-3
Min. 15/32-
Elastobase P
Simplex MAXX
in two (2), equally
ENRGY-3, H-Shield,
Hot asphalt
0.5-Inch Structodek High
or SBS-
BP -AA or
585-TA,
-45.0•
Inch plywood
(sanded -top)
Cap
spaced, staggered
H-Shield CG, Multi-
Density Fiberboard Roof
asphalt
AA
SBS-AA
APP-TA
center rows
Max FA3
Insulation
-
9-Inch ox. at 2-Inch
(Optional) Min. 1.5-
Min. 0.25-Inch Dens Deck,
BP -AA,
(Optional)
Min.
Elastobase,
Slmplex MAXX
lap and 18-Inch ox.
Inch ACFoam II,
Dens Deck Prime,
Hot
SBS-AA,
BP -AA, 505-
SBS-AA,
W-4
ywoo
inch plywood
ElastobaseP
Cap
In two (2), equally
ENRGY-3, H-Shield,
Hot asphalt
SECUROCK Gypsum -Fiber
asphalt
585-TA,
AA, 5B5-TA,
SBS-TA,
-45.0•
(sanded -top)
spaced, staggered
H-Shield CG, Multi-
Roof Board
APP-TA
APP-TA
APP TA
center rows
Max FA3
9-Inch o.c. at 2-Inch
(Optional) Min. 1.5-
Min. 0.75-Inch Fesco Board
Elastobase,
lap and 12-Inch o.c.
inch ACFoam II,
(homogeneous) or min.
BP -AA
(Optional)
SOS -AA,
W-5
Min.
ElastobaseP
Simplex MAXX
in two (2), equally
ENRGY-3, H-Shield,
Hot asphalt
0.5-Inch Structodek High
Hot
or 585-
BP -AA or
SBS-TA,
-52.5
Inch pllywood
plywood
(sanded -top)
Cap,
spaced, staggered
H-Shield CG, Multi-
Density Fiberboard Roof
asphalt
AA
SBS-AA
APP-TA
center rows
Max FA3
Insulation
9-Inch o.c. at 2-Inch
(Optional) Min. 1.5-
Min. 0.25-Inch Dens Deck,
BP -AA,
(Optional)
MIn.
Elastobase,
Simplex MAXX
lap and 12-Inch o.c.
Inch ACFoam II,
Dens Deck Prime,
Hot
SBS-AA,
BP -AA, SBS-
SBS-AA,
W-6
ywoo
Inch plywood
ElastobaseP
Cap
in two (2), equally
ENRGY-3, H-Shield,
Hot asphalt
CK Gypsum -Fiber
asphalt
SBS-TA,
AA, SBS-TA,
SBS-TA,
-52.5
(sanded -top)
spaced, staggered
H-Shield CG, Multi-
Roof BoSECUR
Roof Board
APP-TA
APP-TA
APP TA
center rows
Max FA3
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report P9290.02.08-R17 for FL1654-R19
Certificate of Authorization #9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 45
\l TRINITY ERD
TABLE 3A: CONCRETE DECKS —NEW CONSTRUCTION DR REROOF (TEAR -OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
NOTE: FOR VAPOR BARRIER OPTIONS REFER TO NOTE 17
System
Deck
Base Insulation layer
Top Insulation Layer
Roof Cover (See Table 1)
MOP
No.
(see Note L)
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap
(Psf)
Hot
(Optional if using AA
(Optional if using AA Base)
SBS-AA, SBS-TA,
C-67
Concrete
PGI00
Min. 0.25-Inch Dens Deck Prime
asphalt
None
N/A
Ply) BP -AA, SBS-AA
BP -AA, SBS-AA, SBS-TA or
APP TA
-510.0
APP-TA
COID-APPDEO BASE:
Min. 0.25-Inch Dens Deck
C-68
Concrete
None
Min. 1.5-Inch ACFoam II or H-Shield
OBS00
Prime or SECUROCK
OB500
SBS-CA3, SBS-CA2
None
SBS-CAS, SBS-
-90.0
Gypsum -Fiber Roof Board
�2
Min. 1.5-Inch ACFoam II, ACFoam III, 3, H-
Min. 0.25-Inch Dens Deck
SBS-CAL, SBS-
C-69
Concrete
None
Shield, H-Shield CG, Multi -Max FA3 orr ISO ISO 95+GL
CR-20
Prime or SECUR
CR-20
SBS-CAI, SBS-CA2
None
CA2
-90.0
Gypsum -Fiber Roofoof Board
TABLE 3B: CONCRETE DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER
Deck
Roof Cover (See Table 1)
System No.
(See Note 1)
Primer
MDP(psf)
Base Ply
Ply
Cap
C-70
Concrete
PG100
SBS-SA
(Optional) SBS- SA, SBS-TA, APP-TA
SBS-SA, APP-SA, SBS-TA, APP-TA
-315.0
G71 _
C ety
100
poi, le .i4 80
Ogt- GP 7A
p•TA
.O
C-72
Concrete
PG100
BP -AA (Optional if using asphalt applied Ply)
(Optional if using asphalt applied Base) BP -AA, SBS-
SBS-AA, SBS-TA, APP-TA
-622.5
AA, SBS-TA or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report P9290.02.08-1117 for FL3654-R39
Certificate of Authorization R9503 Revision 17: 04/18/2016
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 32 of 45