HomeMy WebLinkAboutPRODUCT APPROVAL - MODIFIED BITUMEN ROOF2/23/2018
Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application Detail BUILDING DIVISION
�., REVIEWED.
FL # Fu654-R22 FOR COMPLIAN E.
Application Type Revision REVIEWED Y.
Code Version `� 2017 DATE
Application Status \`afir Approved PLANS AND PE IT
9 V MUST BE KEPT ON JOB O
NO INSPECTION WILL BE M DE
Comments tj�ec�✓
Archived!—:
Product Manufacturer POLYGLASS USA
Address/Phone/Email lilt W. Newport Center Drive
Deerfield Beach, FL 33442 THESE PLANS AND ALL PROPOSED VdO X
alend r@polygl Ec 242 ARE SUBJECT TO ANY CO, REC T IONS aleniler@polyglass.com ,
s. REQUIRED Enr FIZP itu'SPECMS T U� T �
Authorized Signature alender@polyglass.com MVIE RECES-UN IN ORDER TO j
CONIV TATR ALA. Af'F1.tC. CODES.
Technical Representative Maury Alpert
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass.com
CONC
UEfl FASTEhIER.S ORATp e Quality Assurance Representative Ariel Lender t IACHMFHTS
Address/Phone/Email 1111 W. Newport Center Drive ARE THE RESpONSI6ILliY OFE
Deerfield Beach, FL 33442
(954) er@pol gl C09R CIOR OF RECORD
ALender@polyglass.com I�IIIIIIIIFFII1/1 �(
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 the Robert Nieminen
Evaluation Report -
Florida License PE-59166
Quality Assurance Entity UL LLC F 6 %, J. L 1
Quality Assurance Contract Expiration Date 10/06/2018 7
Validated By John W. Knezevich, PE
(� Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL1654 R22 COI 2017 01 COI Nieminen.odf
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2wp/o2bnFgUPv2pw6pKxAhdKjvCZfSdkp/o2fxnp/o2fYWFx5rxAp/o3d%3d 1/2
2/23/2018
quivalence of Product Standards
-ertified By
Sections from the Code
product Approval Method
Date Submitted
Date Validated
Date Pending,FBC Approval
Date Approved
Florida Building Code Online
UL 1897
Method 1 Option D
09/14/2017
09/15/2017
09/22/2017
12/12/2017
2012
FL #
Model, Number or,N
ol
s..o
1654.1
Polyglass SBS and APP Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits &_Usil :-i 7, .
Installation Instructions
Approved for uge. in HVHZ: No
FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT 1`1_1654-
=�►pproved;foF use'6titside HVHZ: Yes
R22.odf
I'
Impaet,Resistant: N/A
Verified By: Robert Nieminen PE-59166
Desigin'P'r6su�eE'+N%A/-622.5
Created by Independent Third Party: Yes
Other:l1:)-The:design.'pressure in this application
Evaluation Reports
i
r"�I�a`tes tb or a pafEiciifar assembly over concrete deck.
FL1654 R22 AE 2017 09 FINAL ER POLYGLASS
MODBIT FL1654-
Refer to the �R ApPepdix for other systems and deck
R22.Ddf
types. '2.) Refer to ER, Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
0 ME
i
i q I„ • b - • ` ° ' Contact Us :: 2601 Blair Stone Road, Tallahassee FL 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
l ,,f•..
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public- I cords request, do not send electronic
mail'to iliis'enfity .'Iostead, 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),
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Product Approval Accepts:
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2/2
TRINITY i ERD
1,APPENDiX1.AFlACHMENTREQUIREMENTS
FOR WIND,UPLIFT RESISTANCE,
a
gPage
Table Duck
Application
Type
Description
IA 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
18-2 W
od
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
11
1D Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
SE Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14-15
1F-1 W
d
New.or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16-18
iF-2 Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-21
3G Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
21
2A Steel
or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22-24
2B St'e'el or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25-28
2C Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
29-31
3A Structural
concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B St
ctural concrete
New or Reroof (Tear -off)
F
Non -Insulated, Bonded Roof Cover
40
4A LWIC
New or Reroof (Tear -off)
A-1
Bonded Insulation, Bonded Roof Cover
4142
4B
LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
43
4C
L*C New or Reroof (Tear -off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
SA
CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover
47
5B
CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48
5C
CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
SO
CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover
49
SE
CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover
50-52
6B
Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
52
6C
Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover
53
6D
Gypsum - Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
53
7A
Various Recover A-1 Bonded Insulation, Bonded Roof Cover
54-58
7B
Varljous Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
58
Ates
The
following apply to the systems outlined herein:
1.
The roof stem 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 Authority Having Jurisdiction.
Load res(sf4 nce 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.
D Stee`: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
D Stru6nal 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 polyfsocyanurate, 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 Researil i and Design, U.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-1122
Certificate
of Authorization a9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION
Revision 20: 09/12/2017
Prepared by: Ropert Nfeminen, PE-59166 Polyglass Modified Bitumen RoofSystemr (570) 384-1230
Appendix 1, Page 1 of S8
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 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 sti
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 dog
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, referto 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
D Hot asphalt (HA): Full coverage at 25-30 Ibs/square.
D Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons,l2-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c. -
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to OS -Inch wide ribbons,12-Inch o.c.
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons,12-Inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be a
D OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
D Note: When multiple loyers(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 polytsocyanurate at the following thickness limitations m
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 I'.
the thinner board listed below may be used as a drop -In for the equivalent thicker material listed in the table:
➢ Millennium One Step FoamableAdhesive (M-OSFA): MDP-157.5psf (Min.0.5-tnchthick)
➢ Millennium PG-1 Pump Grade Adhesive (M-PGS): 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 (OB5o0): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
➢ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.O4nch thick)
B. 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
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Com
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. Forfully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with F
11. For mechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design profes
minimum requirements for the system. Testing and analysis shall be In accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
QOTRINITYIIJERD
feet, bonded roof cover), whereby the base
and concrete deck listings. Roofl decks and
nented through proper codified, and/or FBC
the manufacturer's published instructions.
d where OlyBond 500 is referen i d.
I
be substituted with the following Maximum
ad for a particular system in the!i Ales, then
pressure determined in accordance with FBC
used methods are ANSI/SPRI WDl, FM Loss
:ions set forth In Section 2.2.10.1:of FM Loss
pter 16, and no rational analysis is permitted.
shall review the data for compal'son to the
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 performanhe 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 orTesting Application Standard TAS 124. �
i
13. For Recover Applications using System Type D, the Insulation Is optional; however, the existing roof system shall be suitable for a recover application.
I
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. For systems where specific LWC Is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat 1hicknes0s 2-Inches.
For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1. 1
Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report P9290.02.08-R20 for F1.1654-1122
Certificate of Authorization 09503 6Te EDITION (2017) FBCNON-HVHZ EVALUATION Revision 71d:109/12/2017
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (570) 384-IM AppendLx1Page 2 of 58
III
15. Unless
noted. refer to the following references for bonded base, a1v or cap sheet applications.
TRINITY I ERD
TABLEI:POLYGL'ASSROOFC''OVERS •' ,. "° _ - .
Reference
Layer
Material
Application
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601 Type II
I
I
Hot Asphalt at 20-40
(Base apd
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 topoly-film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6Type II, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CA
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
I One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type11
Polyplus 35 at 1.5-2.0
SBS-CA2
ply
p y
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
gal uare
/�
TSG FR, Pol resko 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
S6 Type II, Polyglass HT Base 650
SBS-AA
Hot Asphalt at 2040
(SBS, Asphalt
-Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-G,
Elastoshield TS-G FR, PolyfreskoG SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Ibs/square
iI
Note:
AsphoWapplied sheets or Insulation shall not be applied to poly -film surfaced membranes.
11
Base Ply or Ply
650 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base
SBS-TA
(SBS, Torch-Appl
ied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G,
Torch -Applied
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
(SB5, SeI(-Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-CAl
II
Cap Ply
PolyflexG FR
PG350 at 5-2.0
gal/square
APP,-TA
I I
Elise Ply or Ply
One or more plies Polyglass APR. Base,. Polyflex;.Polybond
-Torcfi-Applied.
(APP, Torch
-Applied)
'Cap Ply
Tolyflex, Polyflex G, Polyflex G FR; .Polybond,-Polybond,G,;Polyfresk6 G, Polyfresko. G.FR
I
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP-SA
(APP,-SA
Self
-Adhering)
Note:
Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
16. Any of the following FBC Approved coatings maybe applied to the top roof membrane without adverse effect on the system wind load performance.
associate with coating usage.
> PG Non Fibered Roof Coating;
> PG300 Fibered Roof Coating;
➢ PG 00 Non-Fibered Aluminum Roof Coating;
➢ 650 Fibered Aluminum Roof Coating;
> PGI700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG70DQS (Quick Set) High Quality Elastomeric Roof Coating or KM Acry125-QS (forgranule-surfaced APP or SBS only);
➢ PGB00 Asphalt Emulsion Roof Coating;
> Pa plus 60Premlum Non-Fibered Aluminum Roof Coating;
➢ Po.Plus 65 Premium Fibered Aluminum Roof Coating;
> Pti brite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15,
> Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (forgranule-surfaced APP or SaS only);
> Pclybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Resear and Design, U.C. d/b/a Trinity I ERD
Certificate ofAul horization n9503 67H EDITION (2027) FBC NON-HVHZ EVALUATION
Prepared by: Roert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; 1570) 384-1230
Refer to current Roofing Materials Directory for fire ratings
Evaluation Report P9290.02.08-R20 for FL1654-R22
Revision 20: 09/12/2017
Appendix 1, Page 3 of 58
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser c
aooltes:
QPTRINIVII,JERD
f the MDP listings below vs. those in Table 3A
qq
,VAPOR BARRIEI�,OPTIONsi STRgCTURAL CONCRETEDECK, f1pREBEDINSUIgTto PEP TABLE 3AP .,
Option #
Primer
Vapor Banter
Insulation Adhesil
a
MDP (psf)
Type
Attach
VB-1.
PG100
Elastoflex SAVPlus
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
PGS00
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive,12-Inch
o.c.
-157.5
VB-S.
PG100
I Elastoflex SA P
Self -Adhering
CR-20,12-inch o.c. 1
270.0
VB-6.
PG100
Elastoflex SA V Base, Elastoflex SA V FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FR
Self -Adhering
Millennium One Step Foamable Adhesive, Millei
Adhesive, OlyBond 500 or CR-20,12-Inch o.c.
nium PG-1 Pump Grade
I -2g0.0
19. "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
Exterior Research and Design, U.C. d/b/a Trinityi ERD
Certificate of Authorization #9503 (P EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230
� I
I
valuation Report P9290.02.08-R20 for FL1654-R22
Revision 20:09/12/2017
Appendix1i, Page 4 of S8
C)O'
TRINITY I ERD
WOOD,DECKS NEWCONSfRUCTION,RER00F(TEAROFF)oRREcovER-
AM
§YSTEMTYPE,E. NON=INSULATED,NIECHANICALLYAT7 ACHEDBASrSHEET(kREv&PLATE4),BONDED ROOF' OVER "
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Dell (Note 1)
Type Fasten Attach
Base Ply Cap
(psf)
}SEIF-ADRERING
BASE PLY.' 'y y _ .� �' y '' d �' d� ;m _
W-136
MIN 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PET-1-1-2-7/8) with Dekfast #14
12-Inch o.c. in 4-Inch lap and 12-Inch o.c. In two
SBS-SA
SBS-SA, APP-SA, SBS-
_525•
tnc plywood
(poly -film top)
or Tmfast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
TA, APP-TA
W-137
Mini 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast N34
12-inch o.c. in 4-Inch lap and 12-Inch o.c. in two
polyflex SA Base
APP-TA
-525•
incN plywood
(poly -film top)
or Trufast 3"Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
W-138
Min 19/32-
Elastobase, Elastobase P
OMG Flat Bottom Plates (square) with Roofgrip N12
12-inch o.c.. to 4-Inch lap and 12-Inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
_60.0•
incNplywood
(poly -film top)
(2), equally spaced, staggered center rows
TA, APP-TA
W-139
MilnI`.19/32-
Elastobase, Elastobase P
OMG Flat Bottom Plates (square) with Roofgrip #12
12-inch o.c. In 4-Inch lap and 12-Inch o.c. In two
PoWex SA Base
APP-TA
-60.0•
Incpl, plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLE iG WOOD DECKS —NEW CONSTRUCTION oR REf200F (TEAR-OFF)�
SYSTEM TYPE F: NON INSULATED, BONDED ROOF COVER
System
I
Roof Cover (Note 15)
No�.�
Dec' k (Note 1)
Il
Primer
MDP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply
W-140
mill 1S/32-
None
None
'SBS-SA
•(Optional) SBS-SA; SBS-
,SBS-SA, APP-SA;,SBS-
-90.0
inch Plywood
�
-
� �-
,TA; APP TA
TA, APP-TA•
MIrJJ 11lyw5/3 2-
W-141
inchod
(Optional) PG100
None
Po lyflex SA Base
(Optional) APP-TA
APP-TA
-90.0
W 142
MIr�.15/32-
PG100
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-97.5
inch
ipiywood
TA, APP-TA
TA, APP-TA
W-143
Mir'.
15/32-
(Optional) PG100
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-
Inch
plywood
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
-97.5
W 144
Min
115/32-
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
-105.0
incli
plywood
TA, APP TA
W-145
MIn`.
15/32-
(Optional) PG100
Plywood Joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elas[oflez SA V L_ or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
Ind
plywood
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
-135.0
W-146
Mlj.15/32-
(Optional) PG100
Plywood Joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, tolled into
polyflex SA Base
(Optional) APP-TA
APP-TA
-135.0
Inch
plywood
place to create continuous bond.
Exterior ResearO and Design, LLC. d/b/a Trinity) ERD
Certificate ofAuthorrzation 09503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION
Prepared by: RobertNleminen,.PE-59166 Poiyglass Modified Bitumen Roof Systems; (570) 384-1230
Evaluation Report P9290.02.08-R20 for FL1654-R22
Revision 20:09/12/2017
Appendix 1, Page 21 of 58