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Application Type
Code Version
Application Status
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Emall
Category
Subcategory
Compliance Method
FL17443-RI
Revision
2017
Approved
I A TAYLOR ROOFING
302 Melton Drive
FT PIERCE, FL 34982
(772)466-4040
kylewhite228@aoi.com
Kyle Taylor
kylewhite228@aol. com
Roofing
Metal Roofing
SCANNED
BY
St. Lucie County
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 Locke Bowden
Evaluation Report
Florida License PE-49704
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 01/23/2023
Validated By Zachary R. Priest, P.E.
" Validation Checklist - Hardcopy Received
Certificate of Independence
il6re:x�• . � ..
Referenced Standard and Year (of Standard) Standard
TAB 125
UL 1897
UL580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2012
2006
F 'L Py
_ —Product ApprovalMethod- Method 1-OptionD
N
Date Submitted 01/24/2018
Date Validated 02/14/2018
Date Pending FBC Approval 02/17/2018
Date Approved 04/10/2018
SummaN of Products
FL A
Model, Number or Name
Description
117443.1
5 V Comp
26GA 1/2" rib height over 15/32" APA plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17443 RI II FL 17443 3 A Taylor 2017 Code Eval Reporti
with Details RSSS.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/-129.25
Created by Independent Third Party: Yes
Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety
Evaluation Reports
2:1 with 24" max. coverage Install per manufacturers detail.
FL17443 RI AE FL 17443 J A Taylor 2017 Code Eva1 Regg11
with Details RSSS.pdf
Not for use in HVHZ
Created by Independent Third Party: Yes
�J
117443.2 VICTORIAN CRIMP SHINGLE
26GA 2/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER
CDX/APA 15/32 PLYWOOD
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FLI7443 RI 11 FL 17443 J A Taylor 2017 QIg Eval Re p-Q(5
Approved for use outside HVHZ: Yes
with Details RSSS.p-df
Impact Resistant: N/A
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/-105
Created by Independent Third Party: Yes
Other:-105PSF margin of safety 2:1. Install per
I Evaluation Reports
manufacturer's details and in compliance with FBC 2017 6th
FL17443 R1 AE FL 17443 J q Taylor 2017 Code Eval Report
with Details RSSS.pdf
Created by Independent Third Party: Yes _- _ __
4 ed. Not for use in HVHZ.
Bask rveea
contact es ;: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850.487-1824
The Stale of Florida Is an AAJEEO employer. copyright 2007-2013 State of Florida.:: Privaa Statement :: Q{(q«ibllity Statement :: Refund Statement
Under Florida law, email addresses are public records, If you do not want your c-mail address released in response to a public -records request, do not send electrunic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.4117.1395, !Pursuant to section
455,275(1), Florida statuses, eneCive October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department w.th an email address it they, have
one. The emaUs pmWded may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a hoemse under chapter 455, F.S.,
please dick here.
Produce Approval Accepts:
® ® ® El En
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SCCII YIT\`Tt NTIi I L"ti
BCIS Home Log In User eepistrat" Hot Teplcs 5u0me 5410w190 Slats a FsCS 101,18e005 Contact Us aCIS Sep Map bnks Y 5earce
dbplr
Z t Product pproval
USeR: zteAUsera
Product Rgimmal Mme> pLggus AAiy+l_4ilSY^ LJt> Application Oebll
FL S FL1654-R23
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach,, FL 33442
(954) 233-1330. Ext 242
malpert@polygtass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach,. FL 33442
(912)429-6610
MAlp ert@ polyglass.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
S�A�/VFD
St Lucie County
Compliance Method Evaluation Report from a. Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - HarelcopyReceived
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance. Contract Expiration Date
09/13/2021
Validated By
John W. Knezevich, PE
`+ Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
F 1654 R23 COI 2018 01 CQJ NI MI€ Rdf
ASTM 161 � e
ASTM D6163 ���iii 008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method.
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL V
1654.1
Model, Number or Name
Polyglass SBS and APP Modified
Bitumen Roof Systems
Limps of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/.622.5
Other: 1.) The design pressure in this application
relates to one particular assembly over concrete deck.
Refer to the ER Appendix for other systems and deck
types. 2.) Refer to ER, Section 5 for other Limits of
Method 1 Option D
10/08/2018
10/13/2018
10/21/2018
12/11/2018
Description-
SBS and APP modified bitumen roof systems
Installation Instructions
FL1654 R23 11 2018 10 PfNAI Al ER POIYGIASS.. MOD IT FL.1654
R23.kdf
i Verified By: Robert Nieminen PE-59166.
Created by Independent Third Party: Yes
Evaluation Reports
FL1654 R23 AE 2018 10 FINAL ER POVeCLASS MODB1T FL1654-
Created by Independent Third Party: Yes
o
l!att Us 8 2601 Era Seor4 Road Talfanasse , P_ 32399 onme: 650-487-1924
The state Of FlDrida rs an ANFSO, emdl0y&.. COoinmot 2001d013 gate of FlOnda.:: Rnvacv sFeament ::.4aesziYaty $Lrtemen! : r Refund Statement
Under Honda law, email addresses are public RCO . It yen do not Want your e-muH addmsS misused In FCSpor sO t0 a pu' FC- Ords rec uest, do net send eleehh m,
mail W this "on. instead, Dontact the offineby phone of by traddional mad. If you no. any questions, please comatt SM.437.1395. 'Pursuant to Seddon 45S.275(T),
FlOrtia statutes, eeeCOve Wooer 1, 2012, fcenume, licensed Under chapter 455, F.S. must provide me Department Witb an email address if they have one. The emeAS
provided may be used for offidal comm@uCation with the ptensee. However emet addresses are Pubk record. If you do not wish to supply a pmsOnal address, please
provide the Department With an email address whUd, ran be made available W the pubrx. TO dMermine, If you are a ficensee under chapter 455, RS., please chm hero.
product ApPrpval Adepts:
IMW71 F99H 0
Credit Card
Safe
ONEMOjex'c.
APPENDIX 1:
TABLE
ATTACHMENT REQUIREMENTS R WIND
DECK •
UPLIFT RESISTANCE
APPLICATION
TYPE
DESCRIPTION _, -
PAGE'
3A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
1 5
1B
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10�11
1D
Woad
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12f14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15.17
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
1H
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws 8, plates), Bonded Roof Cover
21.25
11
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
;26
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
2B
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
30;34
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
35�37
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-46
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
146
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47=.49
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
150
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51153
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
154
SB
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
Sc
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
156
SO
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mach. Attached Insulation, Banded Roof Cover
156
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
57-59
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
159
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
6D
Existing gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
'60
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
61-65
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
The following notes aooly 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 Authority Having Jurisdlctlon.
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. -
DSteel: Minimum 0.75-Inch penetration and engagethetop flute ofthe steel deck.
➢ Structural concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published Installation instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 ST" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65
I
NNEMO etc.
3. Unless otherwise noted, Insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the QA requlrei ents
of F.A.C. Rule 61G2G-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight Insulating concrete maybe 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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
I
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 In the manufacturer's published Instructions.
D Hot asphalt (HA): Full coverage at 25-30lbs/square.
D Dow INSTA STIK Quik Set Insulation Adhesive (D-I5): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c.
D Millennium PG-1 Pump Grade Adhesive (M-PG3): 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 01yBond500 Is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive & Sealants Polyset 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-appiled adhesive, board joints shall be staggered.
D 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 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 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)
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): 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)
D OMG OlyBond 500 (OB500): 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)
D ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf
(Min.1.0-Inch thick)
8. 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 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 ANSI/SPRI WD3, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RA5117 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, Data
Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. 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.
11. 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 ANSI/SPRI FX-1 or Testing Application Standard TA5105.
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 performance 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 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation Is optional; however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC
Certificate of Authorization t132455
Prepared by: Robert Nleminen, PE-59166
6- EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233.1330
Evaluation Report P9290.02.08-R21 for FL1654-R23
Revision 21: 10/08/2018
Appendix 1, Page 2 of 65
i
ONEMID gtC.
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. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat
thickness is 2-inches. For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1. For "pre-existent' LWC references, listings were established through testing over lightweight concrete cast
using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted,
use of these listings In new construction or re -roof (tear -off) applications Is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
ROOF COVERS
REFERENCE -
LAYER
MATERIAL.
APPLICATION I.
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBCApproved ASTM D4601, Type II
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Hot Asphalt at 20-40
Ibs/square
Asphalt -Applied)
Note:
Asphalt-appliedsheets orinsulation shallnot be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CA3
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 SB5 (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 Type II
polyplus 35 at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G 5BS (sand -backed), Polyfresko G SBS FR (sand -backed)
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
Base Ply or Ply
S6 Type 11, Polyglass HT Base 650
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G,
Hot Asphalt at 20-40
16s/square
Elastoshield TS-G FRI, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
�
Note:
Asphalt -applied sheets or Insulation shall not be applied to polyjlim surfaced membranes.
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex S6 Type 11, Polyglass HT Base
SBS-TA
Base Ply or Ply
Torch
(SBS, Torch -Applied)
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-
-Applied
Cap Ply
G, 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
Self
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
-Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-CAI
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
Hal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
Torch
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
-Applied
Cap Ply
Polyflex SA P, Polyflex 5A P FR, Polyfresko G SA, Polykool
APP-SA
Note;
Unless otherwise noted, permissible membrane substratesforAPPSA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
(APP, Self -Adhering)
Elastobase (poly/sand) or Elastobase (poly/poly).
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-RZ3
Certificate of Authorization k32455 5- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations.
applies:
I
NEMO eltc.
The lesser of the MDP listings below vs. those in Table 3A
OPTION
If
-
PRIMER
VAPOR BARRIER O. DECK;
VAPOR BARRIER
INSULATION ADHESIVE
I
MOP (PSF)
TYPE
ATTACH
VB-1.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-Inch D.C.
-60.0
VB-2.
PGS00
Polyglass APT Base
Torch -applied
Inta-Stik or CR-20, 12-inch D.C.
-75.0
VB-3.
PGS00
Elastoflex SAP
Self -Adhering
Insta-Stik, 12-inch D.C.
-75.0
VB-4.
PG100
Elastoflex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,l2-Inch o.c.
-15715
VB-5.
PG100
Elastoflex SAP
Self -Adhering
CR-20, 12-Inch o.c.
-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, Millennium PG-1 Pump Grade
I Adhesive, OlyBond 500 or CR-20, 12-Inch D.C.
-290,0
1
17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
Option p
SURFACING OPTIONS Surfacing
Florida Product Approval
SURF-1.
PG300 Fibered Roof Coating
FL10291
SURF-2.
PG600 Non-Fibered Aluminum Roof Coating
FL10291
SURF-3.
PG650 Fibered Aluminum Roof Coating
FL10291
SURF-4.
PG700 High Quality Elastomeric Roof Coating
FL10291
SURF-5.
PG700Q5 (Quick Set) High Quality Elastomeric Roof Coating
FL10291
SURF-6.
PG800 Asphalt Emulsion Roof Coating
FL10291
SURF-7.
Polyplus 60 Premium Non-Fibered Aluminum Roof Coating
FL10291
SURF-8.
Polyplus 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
Polybrite 70 Premium Grade Elastomeric Roof Coating
FL10291
SURF-30.
Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating
FL10291
SURF-11.
Polybrite 71 HS
FL10291
SURF-12.
Polybrite 90 High Solids Silicone Roof Coating
FL10291
SURF-13.
Polybrite 95 Silicone Roof Coating
FL10291
SURF-14.
KM Acryl 15
FL27409
SURF-15.
KM Acryl 15 CIS
FL27409
SURF-16.
KM Acryl 25
FL27409
SURF-17.
KM Acryl 25 CIS
FL27409
SURF-18.
KM Acryl 40 HS
FL27409
SURF-19.
KM Acry'85
FLEE
SURF-20.
KM M250
FL27409
SURF-21.
KM PStf220
FL27409
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.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization R32455 5- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 65
NNEMOje'tc.
TABLE11: WOOD DECKS— NEW CONSTRUCTION oR REROOF
(TEAR -OFF)
SYSTEM TYPE F: . BONDED ROOF
System
e
Deck (Note 1(
m
Primer
Roof Cover (Note
15) i
- °
I
MDP (psF)
.. -'
loins Treatment
Base Ply
Piy. I WpPly
No.
-170
in. 15/32-
None
None
SBS-SA
(Optional)SB5-SA, SBS-
SBS-SA, APP-SA, SBS-
_90.0
—
mch plywood
TA, APP-TA
TA, APP-TA
W-171
Min. 15/32-
(Optional) PG100
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
Inch plywood
W172
Min. 15/32-
pG100
None
SBS-SA
(Optional)SBS-SA, SBS-
SOS -SA, APP-SA, SBS-
-975
Inch plywood
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with flinch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Base or
(Optional) SB5-SA, 5B5-
SBS-SA, APP-SA, SBS-
97.5
W-173
Inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
W174
Min. 15/32-
POLYBRITE 745
None
SBS-SA
(Optional) SB5-SA, SB5-
SBS-SA, APP-SA, SBS-
-105.0
Inch plywood
TA,APP-TA
TA, APP-TA
Min. 15/32-
Plywoodjoints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plus or
(Optional)SBS-SA, 5B5-
SBS-SA, APP-SA, SBS-
W-175
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
-135.0
W-176
Min. 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elastoflex SAVPlus, rolled into
polyflex SA ease
(Optional)APT-TAAPP-TA
-135.0
Inch plywood
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 15" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/O8/2018
Prepared by: Robert Merriman, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 26 of 65