HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEM7
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FWti
Approval
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FL #
FL1654-1122
Application Type
Revision
-code Version
2017
Application Status:
Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150494 Wye
Fernley, NV 89409
(570)'3846-1230- Ext242
ja , kinsftolygim as5.co rr . f
Authorized Signature
James: Akins
Jakinsopolyglass..c m
Technical Representative
Maury.,,Alpert
Address/Phone/Email
1111 W; Newport. -Center Drive
Deerfield' Beach, .FL 33442
(§ij) 4_20-866
MAipert@polyjlass..!cqrn
Quality Assurance Representative
Ar10lLeKd&
AddresOlPhone/Emall
1111 W. Newport Cerit& DeWd
beeffield Beadh, FL 33442
(954) 2334230 .
ALender@polyplass.com
Czitegofy,
Roofing.
Subcategory
Modified -Pitu-menARW. System
'Compliance, Method Evaluation Report from a Florida Registered Archltqd or a. Licensed Florida
Frqfesslona - I Engineer
=2 EEvatuation Report - liardc6py Received
Florida Engineer of Architect Nanid who developed the Robert Nlerinen
Evaluation. "Report
License
,,R
PE-59166.
FFlorda
ILE
COPY
Qublit ,Isu Mrie Entity
ULLX
Quality Assurance Contract Expiration Date
10/06/20!$
Validated By
John W. Kqezevich, PE:
16 Validation Checklist
=.Hardcoi;ly Received
Certificate of-Indepen.dence,
Referenced Standard and-year°(of Standardl
FL1654 822 COT 2017C01 COT N16minen,pdf
Year
ASTM D6162
2000'
ASTM D6163
2008:
ASTM 96164
2011
ASTM, D6222
2.011
AST14 06569
2009
FM 4470
2012
FM 4474
20II
UL 1897
Equivalence of P,roduct.Standards
Certified By
Sections from the Code
Product Approval, Method Method 1 Option D
Date Submitted
09/14/2017
Date Validated
09/15/2017
Date Pending: FBC Approval
09/22/2017
Date Approried'
12/12/7017
'Summary of Products
2012
FL*
Model, Num ber or Name
Description.
1654.1
Potyglass..SBS and. APP Modified
SBStAnd 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
iag4 R 2 3I 26709' FINAL Al ER POLYGLA5S MODBIT FL1654
P&Il if
.Impact Resistant: N/A.
verified.By:r Robert: Nieminen,PE-59166
Design Pressurev+N/N=622.5
Other:'1.) Tlie design. pressure in. this application
Created by1ndependent Third Party:. Yes
Evaluation Reports
relates to one `particular°asserrlbly over,concrete
FL1654 R22 AE 2mY, 09 FINAL ER POLYiOLASS MCSWT F1 reSa-,
.
deck. Refer to the ER,Appendix for othersystems and
deck.types. 2.), Refer to ER;.Section 5 for other Limits
;R22.Ddf
of Use.
Created by'.Independent. r Ird Party:: Yes
Rack fijttiY
Contact Us;,: 3601 Blair Stone Road. Tallahassee FL 32399 Phone: SSM467-1824
The state of Florida Is an ANPEO employer., oovrioht 2007-2013State of Florida. i; PrivacyStatement ;;.Accessibility Statement.::, Refund Statement
email addresses:are public records.
one.'Me-
address;
Pradu, # Approval Accepts:
�„= w 1R.®.
CiffBti t'.BYC z
do, not send electronic
irsuant tosection
16-2
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 lnsulatioh, Bonded Roof Cover
11
SD.
Wood
New, Reroof (fear -Off)' or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
1E
Wood.
New, Reroof (Tear -Off) or Recover
D
_Prelim; Attached Insulation, Mech. Attached! Base Sheet, Bonded`Roof Cover
1F-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech..Attached Base Sheet (nails); Bonded Roof Cover
16-18
1F-2
Wood
New,-Reroof (Tear -.Off) or Recover
E.
Non -Insulated, Mech. Attached Base Sheet (screws & plates),.Bonded Roof Cover
19-21
1G,
Wood
New or Rudd (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
26
Steel or Structural concrete
New, Reroof_(Tear=Off) or Recover
C
Meth. Attached Insulation ; Bond4lloof 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
Sfrucfural concrete.
NeWor Reroof (Tear -Off) A-1 Bonded -Insulation, Bonded Roof Cover
32 40
38�
Structural concrete:
New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover
40
4A
LWIC
New or, Reroof (Tear -Off) A-1 Bonded.lnsulation, Bonded Roof Cover __.
41-42
4B
LWIC
New Reroof-(Tear-Off) A-2 Mech-Attached Anchor Sheet, 'Bonded;Ihsulation; Bonded Roof Cover _
43
40
LWIC
New Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base,5heet, 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 AnchorSheet, Bonded Insutation, Bonded Roof Cover
48
SC
CWF
New, Reroof (Tear -Oft), or Recover B Mech. Attached Base Insulation,:Bonded Top Insulation, Bonded Roof.Cover
R
5D
CWF
New; Reroof (Tear -'Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover .
44
5E
CWF
New, Reroof(Tear=Off) or Recover E Non -Insulated, Mech., Attached Base Sheet; Bonded Roof Cover
49
'• 5A
Gypsum
Reroof (Tear -OM A-1 Bonded Insulation, Bonded Roof'Cover
50-52
'68
Gypsum
Reroof (Tear-Off)tor Recover A=Z Mech. Attached AnchorSheet,.Boiided Insulation, Bonded Roof Cover
52
6C
Gypsum
Reroof (Tear -Off) or. Recover C Mech. Attached insulation, BondedRoof Cover _
53
65
Gypsum
Reroof (Tear -Off) or Recover E Non -Insulated, Mech: Attached Base°Sheet; Bonded Roof Cover _
53
7A
Various
Recover A-1 Bonded nsutation, Bonded Roof Cover
54-58
7B
Various
Recover F Non -Insulated, Bonded Base.Sheet„Bonded Roof Cover
.58
The following notes aoalvto the systems.outlined'herein;
1. 'The`roofsystem-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 doeuniented:through propercodified and/or FBC Approval docurtientation.
2: Insulation / base sheet: fasteners shall be M sufficient length for following deck engagement:
➢ Wood: Minimum 075-inch penetration.
D Steela Minimum 0:75-inch penetration' and engage the top flute of the steel deck.
Y Structural concrete: Minimum 14nch embedment into pilot hole in.accordance with fastener ma nufacturer' s Published installation instructions.
3. Unless otherwise. noted, insulation may be any ones layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite; gypsum -based roof board or mineral -wool ,roof board, that meets the CIA
requirements of F.A.C. Rule 61G20-3 and is,documented as, meeting FBC 1505.1 and, for foam,plastic, FBCChapter 26, when installed with the roof cover.
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report M290.02.08 R20 for'FLI654R22
Certificate of Authorization.49503 a EDITION (2017) FBC NON-HVHZ'EVALUATION Revision 20: 09/12/2011
:Prepared by: Robert Nieminen, PE-59166 Polygiass Modred Bitumen Roof Systems (570)384-1230 Appendix 1, Page 1 of 58
�R�Nf'j'YIERD
Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted forrigid insulation board for System Type: D:(mechanicallyattachecl base sheet :bonded -roof -cover); Whereby the base.
sheet fasteners are installed;through the LWIC to erigage 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-inenibers shall be in accordance With-FBC requirements to the satisfaction of,the Authofity Having.Jurisdiction. Load resistance of the roof deck shall be documented through proper'codified and/or Pk
Approval documentation.
S. Preliminaryinsulation attachment for5ystem Type.D: Unless otherwise noted, refer to -Section, 2,110A 13 of FM Loss Prevention Data Sheet 149 (January-2016).
/ 6. Unless otherwise noted, insulation adhesive application rates areas follows..Rlbbon orbead width is at:the-time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions.
D Hofasphalt (HA): Ful! coverage at,26-30 Ibs/square.
D Dow INSTA STIK Qu!k Set insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons, 12=inch o:c:
Y Millennium One Stipp FoamableAdhesive (M-OSFA): Continuous 0;25 to 0.5-inch wideribbons,12-inch;o.c.
D Millennium PG=1 Pump -Grade Adhesive (M=PG1). Continuous 0.25-fo 0,5-inch wide rlbbons,12-Inch %c.
➢ OM.G "Olypond 500 (06500): Continuous 0.75'to 1-inch wide.ribbgns, 12-inch o.c. (PaceCart or 5potShot): Note: 01y8ond Green,may be used where Ofy8on"d 500 isreferenced.
D .OtyBond 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/grcoverboord gre installed �n r_ibbon,applied:adiresiv_e, board1gintsshallhe staggered.
Jy Note: The.m9xfmum edge distance from ttie adhesive ribbon to.the edge o} the insulation, boardshdllbe notaess:than one-half the, specified ribbons spacing,
7: Unless'ottterwise noted,'all insulations are flat -stock or taper board. of the minimum thickness noted: Tapered polyisocyanurate atthe following thickness'limitationt maybe:substituted with the following Maximum
Design.Pressure-(MDP) limitations. In, no case=shall these values be used to'lncrease the MDR listings:1n the tables; rather if'MDP I(sting below meets or exceeds that listed"fora particular system in the tables,: then
the thinner board listed below maybe used asa drop -in forthe equivalent"thicker mateflai listed in thetable:
A Millennium One 5tep Foamabte Adhesive (M-6SFA)i MOP" -157.5 psf :(Min. 0.5lnchthick)
Millennium P.G4 Pump Grade Adhesive (M-PG1): MDP -157.5 psf '(Min. 0:5-Inch thick)
D OMG_OIyBon'd 506'(OB50.0): MDP -45.0 psf :(Min. 0.5=inch thick Multi:: -Matt FA 3)
y ,bme-olyBorid Soo"(696 06ji MDP -187.5 psf (Min.0.5-inch thick iSO95+G1)
)w OMG OlyB.ond 560(68800)i MDP 315.0 psf (Min. 0.5-inch thick ENRGY 3)
6mG OlyBond 50o-(0B50o): MDP 487.5 gsf -(Min. 0;5-inch thickACFoam 11)
Y 0 Adhesives.& Sealants CR-20: MDP -117S psf (Min.1.04hch thick)
t
B. Bonded'polyisocyanuMte lnsulatiomboards.shall be:maxitnum 4 x4f .
9. For mechanically'attached corponents or partially bonded insulation, the maximum design pressure for the selected assembly shall meet orexceed'the Zone:1- design pressure determined in accordance with FBC
Chapter 16;. and Zones 12 and 3-shall,eMploy-ari 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-149, 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 DataSheet3=29 (January 2016). for Zone 2/3 enhancements.
10. For fully, bonded assemblies; the maximum designnpressure for theselected'assembly shall -meet or exceed critical design pressure determined in accordance with FBC.Chapter 16, and no rational analysis is permitted.
11. For mechanica)ly 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: requirementsfor the system. Testing and analysis shall be In accordance'with ANSI/SPRI FX4 or Testing All lication.Standard US 105.
12. For existingsubstrates in'a bonded recoveror re=roofinstallation„the existing roofsurface orexlsting roof deck shalfbe examined for compatibility and bond•performance withthe 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, ASTIW E907,,FM Loss Prevention Data Sheet 1-52 or TestingApplication StandardTAS 124.
13. For RecoverAppiications :using System Type D,rthe insulation is optional; horwdVer,,the existing roof systern shall be suitable fora recover application.
14. Lightweight insulating Concrete (LWC) shall be cast n accordance With FBC Section 1917 to the satisfaction of the Authority Having. Jurisdiction. Forsystems where specific LWC Is referenced, reto current LWC
Product Approval for specific deck construction-aiid limitations. For systems Where:specific. LWC !s not.referenced,.the minimum de-sign;mix shall be 300 psi: In all cases, the minimum top-coat,thickness is.24nches.
For LWCover structural concrete, reference is made to FBC Section-1917.4.1, Point 1.
ExteriorResearch,and Design,.LLQ d/b/a Trinityi ERV Evaluation Report P9290.01,08-R20'for FI1654-1122
Certificate of Authorization #9503 6m EDITION.(2017) FBC NON-HVHZ.EVALUATION Revision 20. 69/12/2017
Prepared by: Robert Niemfnen, PE-59166 Polvelass Modified Bitumen Roof Systems (570)'384-1230 Appendix 1, Page 2 of 58
RINITYIEItD
15'. Unless otherwise noted, refer to the following references for bonded base,, ply or cap sheet applications.
y �1WtE"'"TRWZU13s6m5
Reference_-
Layer
Maierial
Application
BP -AA
Base Ply
One or more. lies Polyglass G2 Base, FBCApproved ASTM D4601, Type ll
(Base and Ply sheets,_Asphalt-
Ply
One or -more plies Polyglass Ply IV, Polyglass PIy Vl, FBC Approved_ASTM D2178,Type IV or VI
Hot Asphalt at20140
Applied)
Note:
Asphalt -applied sheets.arnsulaHon shall not be applied to poly -film surfaced membranes:
Ibs/square
Base Ply
One ply Eiastobase (sand/sand); Elastoflex V, Elastoflex56, Elastoflex S6 Type. 11, Polyglass"HT Base 6S0
SBSt.W
PG350 at'1:5-2.0
gal/square
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type.111;Elastoflex'S6 G,'Elastoflex S&G FR, Elastoshield TS'G, Elastoshield
TS-G FR, PoWnnko G.SBS(sand.backed), Polyfresko G SBS FR (sand -backed) ,
Base Ply
Ane'ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 type 11
5BS-CA2
Cap Ply
Elastoflex.VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6.G,-Elastoflex S6 G FR, Elastoshield TS-G; Elastoshield
Polyplus 35 at 1.5=2.0
gal/square
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; ElastoflekS6, Elastoflex
S.6 Type 11, Polyglass HT Base 650
SBS-AA
(SBS, Asphalt=Applied)
Cap Ply
Elastoflex V,. Elastoflek VG, Elastoflex VG FR;-Elastoflex.56, Elastoflex56 Type.il, Elastoflex S6 G, Elastoflex'S6 G FR, Elastoshield TS-G,
Hot'Asphalt at 20-40
Ibs/square
Elastoshield `TS-GFR,'Polyfresko G SBS"(sand=backed), Polyfresko G•SBS.FR (sand -backed)
Note:.
Asphoh-app!(ed sheets or Insulation shall no[=be applied to poly -film surfaced membranes.
Base Ply or Ply
.Oneor.more.plies Elastobase (sand/poly), Elastobase.(poly/poly), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base
585 TA
(SBS; Torch -Applied)
U
Torch -Applied
Elastoflex V,?Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex %Type 11, Elastoflex 56 G,_Elastoflex S6 G FR, Elastoshield TS=G,
Cap ply
ElastoshieldTS-G-FR, Pol resko G SBS (poly -film backed), Polyfniskb G SBS FR (poly -film backedp
Base Ply
'One or more plies Elastoflex SA V Base, Elastoflex SA V`FkBase, ElastofiexSA V Plus, Elastoflex'SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P-FR, Polyreflect.
Self --Adhering
Unless otherwise noted; permissrible membrane substrates forMS-SA".ore limited to'the-SBS-SA Dam "Ply options herein,
(SBS, Seif-Adhering)
Note:
Elastobase 1 sand or Elastobase o
fAo Y/ I iP lY/PalY)•-
APP-CAS
Cap Ply
PotyfleX G FR
PG350'at 15-Z.Q
gal/square_
APP TA
Base Plyor. Ply
Orieor more plies Polyglass APP Base,"Polyflex; P-,olybond
(APP, Torch -Applied)
Cap Ply
Polyflex, PolyfleX.G, Polyflex G FR, Polykiond, Polyb'ond G, Polyfresko G, Polyfresko G FR
Torch=Applied
Cap Ply
- Polyflex SA P, Polyflex'SA P FR, Polyfresko G'SA, Polykool
APP-SA
'Unless otherwise noted, permissible membrane substrates forAPP-SA are limited to the S85-S4 Base Ply options herein,
Self -Adhering.
(APP, Self=Adhering)
Note
Elastobase; (poty/sand) or Elastobase (poly%poly).
16. Any of"the following FBCApproved coatings may be applied to the top roof membrane withouvadverse effect on the system wind load
'associated with coating usage.
➢ PG200 Non Fi6ered Roof coating;
D PG300 Fibered'Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
D PG650 F1bered'Aluminum Roof Coating;
D PG700 High Quality Elastomeric;Roof Coating or KM Acryl25;
PG7000y(Quick Set) High Quality Elastomeric Roof Coating or KM Acryi 25-QS (forgranule-surfaced APP or 5BS only);
D PG800 Asphalt Emulsion Roof Coking;
D 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 Acry(15;
D Polybrite 70Q5 (Quick Set) Premium Grade Elastomeric Roof Coating or,K..M Acryl 15-QS (for granule -surfaced APP or SBS only);
D Polybrite 90 High Solids Silicone Roof Coating or Polybrite'95 ¢ilicbrie Roof Coating.
Exterior Research and Design, I.I.C. d/b/a Trinityl ERD
Certificate of Authorization f19503 6TN EDITION (2017) FBC NON4iVHZ EVALUATION
Prepared by: Robert Nieminen, PE-59166 Polyglass Modred Bitumen Roof Systems; (570) 384-1230
performance- Refer to current Roofing. Materials Directory for fire ratings
Evaluation Report-P9290:02.08-H2O for FL3654=R22
Revision 20:, 09/12/2017
Appendix 1, Page 3 of 58
_.
iZ:, Dens Deckshall be field -primed with PG100 prior to self=adhering membrane application. Refer to tables, herein for other priming requirements.
\I,TTtINI'jYIERD
18: Vapor barrier options, fdrUseover-structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those in Table-3A
applies:
Option ff- .
Primer
Vapor Barrier
Insulation Adhesive
MDP (p'sf)
Type
Attach
VB=1.
PG100
Elastoflex SA V Pius
Self -Adhering
inta-Stik or'CR-200.12-inch ox.
60.0
VB=2.
PG100
Polyglass APP Base
Torch; applied
Inta-Stik'or CR-20, 12rinch o.c.
-75.6
VB-3:
PG100
ElastoflexSA P
Self -Adhering:
insta-Stik,12-inch o.c.
-75.0
VB-4:
PG100
Elastofle):SAP
Self -Adhering.
Millennium One Step Foameble Adhesive,12-incho.c:
a157.5
VB-S.
PG100
ElastoflexSA P
Self -Adhering!
CR=20,12-inch o.c.
-276.0
VB-6'
PG100
Elastoflex SA V Base, Elastoflex SA V FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FIT
Self Adhering!
Millennium One Step FoamablerAdhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or. CR-26,12-inch o.c.
-290.0
19. "MDP" = Maximum Design Pressure isthe,result of testingfor wind loadyesistance.based on --allowable wind loads. Refer to FBC 1609;fordetermination of design wind -loads.
Exterior Research and Design, LLC.. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen; PE-59166
6TM EDITION (2017)j FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (570)384-1230
•Evaluation Report P9290.02:08-R20'for FL1654-Bi2
Revision 20:09/12/2017
Appendix 1, Page 4 of 58
6=0
TRINITY`
ERA
OkREtX►�
n�i�ty�R..� v -
!.,
System
Deck(Note1)
Base Sheet __ ..._.. ._ . _. __ . _ -_ ..
Roof Cover (Note 15)
'MDP
No.
Type'
Fasten
Attach
Base Piy-
Cap
(psf)
_
-
W-136
Min.19/32--
'Elastobase; Elastobase P.
'(poly
,DekfastHex:(aka, Dekfast PLT H-2-7/8) with Dekfasfi#14
12-Inch o.c. in 4-inch lap and 12-Inch o.c- in two„
58S S
SBS SA APP-SA, SBS
inch plywood
-film top)
orTrufast 3" Metal Insulation, Plate with Trufast HD
(2), equally spaced, staggered center rows,
TA, APP-TA
W-137
Min:19/32-
Elastobase, Elastobase P
Dekfast Hex (aka,.Dekfast-PLT-H-24/8) with Dekfast N14
12-inch o.c. in 4•inch lap and 12-inch o.c in two
Polyflez SA Base
APP-TA
52.5.'
Inch plywood
(poly-film'top)
orTrufast 3" Metal insulatlon Plate -with Trufast HD
(2),'equally spaced, staggered center rows.
1N-138
Nlin..19/32-
Elastobase, Elastobase. P
OMG Flat Bottom Piates,(square)with Roofgrip #12
12-inch o.c ;in 4-inch lap and 12-inch o c in two
SBS=SA
SBS-SA, APP=SA, SBS-
-60.0'
itch plywood
(poly -film top)
(2), equallyspaced; staggered center rows:
TA, A_ PP -TA
W-139
Min.19/32-
Elastobase; Elastobase`P
OMG Flat Bottom Plates (square) with Roofgrip #12
12-inch o.c. h 4-inch lap and Z2-inch`o.c: in two
Pofyflex SA Base
APR -TA
inch plywood
(poly film top)
{2), equallyspaced; staggered center rows
System Deck (Note i) Primer Roof cover(Note 1S)
MDP:(psf)
No Joint Treatment Base PM Ply Cap Ply
W-140
Min 15/327
None
None
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-90.0
inch plywood
TA, APP=TA
TA; AFP4A
*141
Min 15/32=
inch plywood
(optional) PG100
None
Polyilex 5A Base
(Optional) APP-TA
APP.-TA
46.0
W 142
Min. 15/32-
PG100
None
SBS-SA
tptional) sss.sA, sas-
SBS-SA, APP-SA, SBS
97.5
inch_plywood
TA, APP-TA
TA, APP-TA
W-143
Min.15/32-
(Optional) PG300
,Plywood.)oints are covered'with 4-inch-wide strips Af,:ElastoflexSA V Plus, rolled,into
Elastofleic SA V Base or
(Optional) s6i -5A,, 5BS-
SBS-$A, APP-SA, SBS=
inch plywood
place.to create continuous bond;
ElastofiexSAV rR Base
TA, APP-TA
TA, APP=TA
-97.5
W-144
Min 15/32=
WB 3000
None:
SBS-SA
(Optional)
58S-5A APP-SA, SBS-
. inch plywood
TA, APP-TA
W 145
Min. 15/32-
(Optional)PGS00
Plyw6cid joints are covered. Wlth 44kh wide strips:of Elastoflek SAY Plusrolled Into'
Elastoflex SA V Plus or
(Optional) SBS-SA; SBS-
SBS-SA, APP.-SA, SBS=
inch:plywood
lace to'.create continuous bond:
P _ _. _ - _. _ _ .... _..__ _ _._ -- _
Elastoflex SAY Plus,FR
_ _ _. —
' TA, APP-TA
T A, APP-TA
7135.0
W=146
Min.15%32=
(Optional) PGS00
Plywood]oints are covered with 4•inch wide strips of-Elastoflex`5A V Plus, -rolled into
POlyflex SA Base
(Optional) APP TA.
APP.-TA
135.0
inch plywood
place to create continuous ;bond,
Exterior Research and Design, LIC. d/b/a3rinitviERD Evaluation.Report P9280.02.68-R20,for FL1654-R22
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION ..Revision 20:09/12/2017
Prepared by: Robert:Nieminen, PE=55166 Polyglats Modified Bitumen Roof Systems; (570) 384-1230 Appendix 7, Page°21 of58