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' FL # FL17022-R7
Application Type SCANNED -
Code Version BY 2017
Application Status St. Lucie County Approved
f
Publications ' Contact Us ' I
Comments 08/18/2017v. date reapply 08/21/17
Archived REVIEWED FOR -
CODE COMPLIANCE
Product Manufacturer Extreme Metal Fabricators, LLC
AddresskPhone/Email ST. LUCIE COUNTY Extreme
SW Poma Drive
BOCC Palm City, FL 34990
(772) 872-8034
fivalidation@yahoo.com
Authorized Signature 7 Richard McKuhen
Vile COPY flvalidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
rchard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Archi
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FLi 7022 R7 COI FL 17022.1 5 V CRIMP ssr.pd
Referenced Standard and Year (of Standard) Standard
TAS 125
https:/Ifloridabuilding.orgipr/pr app o.aspx?param=wGEVXQwtDyJ2aBQPHpQQe6rMZMkUEOR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4
912912019
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
UL 1897
UL 580
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
FL #
orNam
-----------------
Description
17022.1
!MoEdel,Number
rimp" (R6)
26 Gauge steel, 3/8" rib height 24" w
mechanically attached to 15/3 " plywl
fasteners
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions. Install the
assembly in compliance with the installation method listed in this
s a a on Instructions
FL17022 R7 II FL 17022.1 5 V CRIP
Verified By: Locke Bowden, P.E. 497C
Created by Independent Third Party:
Evaluation Reports
FL17022 R7 AE FL 17022.1 5 V CR]
Created by Independent Third Party:
report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2
2 - "5V Crimp" (116)
0.032" Aluminum, 3/8" Rib height, 21
mechanically attached to 15/32" plywi
exposed fasteners
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions.Install the
assembly in compliance with the Installation method listed in this
Installation Instructions
FI 17022 R7 II FL 17022.2 5 V CRIP
Verified By: Locke Bowden, P.E. 497C
Created by Independent Third Party:
Evaluation Reports
FI t 7n» R7 AE FL 17022.2 5 V CRI
Created by Independent Third Party:
report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.3
3 - %.5" Mechanical Seam" (115)
1.5 rib height, 16" wide, 24 gauge sb
panel mechanically attached to 15/32'
clips and fasteners.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and limitations of
Installation Instructions
FL17022 R7 II FL 17022.3 1.5 MEC
seam 24ga ssr.pdf
Verified By: Locke Bowden, P.E. 497C
Created by Independent Third Party:
Evaluation Reports
use. Install the assembly in compliance with the installation
method listed In this report and applicable code sections of FBC.
Refer to manufacturer's installation instructions.
FI 17022 R7 AE FL 17022.3 1.5 ME(
seDm--24ga ssr.pdf
Created by Independent Third Party:
I
htipsJ/floddabuilding.org/pripr app dfl.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeSQkCHzEgvOQveeg%3d%3d 214
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 611320-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. OA2 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachmentspeciFcations above
install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16"_o.c.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENER SI2E
#9
#10
#30
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report E05893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*Design pressure margin of safety 2.1
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 � r � �
r
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by e
report.
v`.
r5(J�� -4r
pTgs�iga F'cq n4mAfacturingordistributing products
compadliprnbila aiturep, or distributing products under this
Limitations: FL17022.1 5V (' _"Ip (26GA Steel), 24" Wide Roof' iel - Details
-
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ad.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wfjudsdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 61h ad., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Panel
Overlap
Deck
.15w or geataJ Plywood, or
. Wood plank
— Faslaneis-
#9x1-12'Min. or -
#10x 1-12' Min. per7bble A' to Row 5•V CMip Rod Panel
Spadng andDesign Pressures
Hex Washer Head Wood Screws
Panel Profile
Nominal12" _ Nominal
O.C. O.C.
Fasten
E x 1-1/2" Min. or #10 x 1-1/2" Min. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck- 15/32" or greater
Plywood, or
-Mod plank
10/6/2019
ik.r sy^,e L.i...a .32...... x• ;"' e ,3 .�a�'h a^"+31't
BCIS Home i Log In I User Registration
Forida�(� _ �. Product Approval
X i ig USER: Public User
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Product poroval Menu > Product or Application Search > ARpiicAUPn List > Application Detail
ry >x ;gym
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FL # FL1654-R24
Application Type Revision SCANNED
Code Version 2017 BY
Application Status V�EV!►ED �OF$ Approved St. Lucie County
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
�E
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
POLYGLASS USA
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext242
malpert@polyglass.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
File Copy
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Maury Alpert
malpert@polyglass.com
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MA[pert@polyglass.com
Roofing
Modified Bitumen Roof System
Evaluation Report from a Florida Registered Archi
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
09/13/2021
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FI 1654 R24 COI 2019 01 COI NIEMINEN p-(Lf
Referenced Standard and Year (of Standard) Standard
ASTM D6162
file://Ihome/chronoslu-677431aib1053514cc7748c43a074659b6db73fc/MyFiles/DownloadrdApprovals-NOAsIFBCPoly1654.R2iFlatmhtml 1/2
10/6/2019
Florida Building Cade Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
ASTM 136114-
ASTM D6164
ASTM D6222
ASTM D6509
FM 4470
FM 4474
UL 1897
Method 1 Option D
04/12/2019
04/14/2019
04/19/2019
06/18/2019
08/12/2019
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 FI 1654 R24 II 2019 04 FINAL Al ER PC
Approved for use outside HVHZ: Yes R24.p_df
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application relates Evaluation Reports
to one particular assembly over concrete deck. Refer to the FI 1654 R24 AE 2019 04 FINAL ER POLY
ER Appendix for other systems and deck types. 2.) Refer to R24. Rdf
ER, Section 5 for other Limits of Use. Created by Independent Third Party: Yes
Eacic ;dE
The State of Florida 15 an AA/EEO employer. SRR)Il9ht 2007-2013 State of Florida :: Privacy Statement :: Accessibility
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pub
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please coi
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the
if they have one. The emails provided may be used for official communication with the licensee. However email addresses are
to supply a personal address, please provide the Department with an email address which can be made available to the pL
licensee under Chapter 455, F.S., please click here
Product Approval Accepts:
EMKJF97R H 92
Credit Card
Safe
file://Ihome/chronostu-677431afblo53514cc774SC43aO746S9b6db73fc/MyFles(Doi mdoads/Approvals-NOAsfFBCPoty1654.R2iFlat.mhw 212
ONEMOletc.
2C
Steel or Structural concrete
Steel Structural concrete
New, nefopT Uear-ury Ur
New, Reroof (Tear -Off) or Remver
D-2
insulated, Mech. Attached VeloclFlex, Bonded Rpof Cover
40-41
2D
3A
or
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
42-50
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
50
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
51-53
qB
Ughtweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
54
-4C
-
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover
55-59
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
69
58
Cementltious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
60
5C
Cementltious wood fiber
New, Reroof (Tear -Off) or Remver
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
61
5D
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
61
SE
Cementitious wood fiber
New, Reroof (Tear -Off) or Remver
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
61
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
62-64
68
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
64
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
64
6D
I Existing gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
__s.-_.....
64
65-69
7A Various Recover
7g Various Remover F I Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 69 _
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 Authority Having Jurisdiction.
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 0.754nch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-Inch embedment into pilot hole in accordance with fastener manufacturer's published installation Instructions.
Evaluation Report P9290.02.08-1122 for FL3654-1124
NEMO ETC, LLC
Certificate of Authorization #32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22:04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 69
ONEMOletc.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polylsocyanurate,polystyrene, wood fiberboard, periite,gypsum-based roof board or mineral-wooilroof 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, FBC Chapter 26, when installed with the roof cover. 1
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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to 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 Clulk Set Insulation Adhesive (D-15): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o,c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.54nch wide ribbons,12-inch o.c.
D Millennium PG-1 Pump Grade Adhesive (M-PGi): Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c.
D OMG OlyBond 500 (0BS00): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Nate: OlyBond Green may be used where 0lyBond 500 Is referenced.
D 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.
D Nate: When multiple layers(s) of Insulation and/or coverboard are Installed In rfbbon-applled adhesive, baardjofnts shall be staggered.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MOP) limitations. In no case shall these values be used to Increase the MOP listings in the tables; rather If MOP listing below meets or exceeds that listed for a particular system In thetables, then the
thinner board listed below may be used as a drop -in for the equivalent thicker material listed In the table:
D Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 0.54nch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PG3): MOP -157.5 psi (Min. 0.5-inch thick)
D 0MG0IyBond SOO(OB500): MOP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D 0MG OlyBond 500(08500): MOP -187.5 psf (Min. 0.5-Inch thick 15O 95+GL)
D OMG OlyBond 500 (0BS00): MOP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (08500): MOP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
➢ ICP Adhesives & Sealants Polyset CR-20: MOP -117.5 psf (Min. 1.04nch thick)
8. Banded polylsoryanurate 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 criterla. Commonly used methods are ANSI/SPRI W01, FM Loss Preventio `
Data Sheet 1-29, 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 Dal
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 26, 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 FK-1 arTesting Application Standard TAS 305.
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 TestingApplication 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.
Evaluation Report P9290.02.08-R22 for FL7664R24
NEMO ETC, LLC
Certificate of Authorization 832455 6^' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (9S4) 233.1330 Appendix 1, Page 2 of 69
ONEMO etc.
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 24nches. 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 mncrete cast
using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, In accordance with procedures adopted by Miami -Dade BCCO (FBC CER3592). Unless otherwise noted,
use of these listings In new construction or re -roof (tear -oft) applications Is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. U
mess omerwlse noxea, rerer io xae
TOuawulg Teie6fncui iu, u c, V,r wo ••^v = r^••••••�^^
a ra rIERS
LAYER MATERIAL
APPLICATION
REFERENCE
BP -AA
Base Ply
One or more plies Palyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20-40
(Base and Ply sheets,
Ply
One or more piles Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Ibs/square
Asphalt -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, Elastoflex S6 HP, Elastoshleld HT
PG350 at 1.5.2.0
SBS-CAS
Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshleld TS G, Elastoshield TS
gal/square
Cap Ply
G FR, Polyfresko G SBS (sand backed), Polyfresko G SBS FR (sand -backed
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP
Polyplus 35 at 1.5-2.0
SBS-CA2
Elastoflex V G, Elastoflex V G FR, ElastoRex S6, ElastoRex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshleld TS G, Elastoshield TS
gal/square
Cap Ply
G FR, Polyfresko G SBS (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
56 HP, Elastoshleld HT
Hot Asphalt at 20-40
SBS-AA
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastofex S6, Elastofex S6 HP, Elastoflex 56 G, Elastoflex 56 G FR, Etas toshield TS G,
Ibs/square
(505, Asphalt -Applied)
Cap Ply
Elastoshleld TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt -applied sheets or Insulation shall not be applied to poly jllm surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshleld HT
SBS-TA
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elasto'shield TS G,
Torch -Applied
(SBS, Torch -Applied)
gyp ply
Elastoshleld TS G FR, Polyfresko G SBS ( of -flim backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Self -Adhering
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substrates forSBS-SA are limited to the SBS-SA Base Ply optlons herein,
Elastobase (poly/sand) or Elastobase (pal /poi ).
PG350 at 1.5.2.0
APP-CAI
Cap Ply
PolyFlex G FR
gal/square
APP.TA
Base Ply or Ply
One or more plies Palyglass Base, Polyflex, Polybond
Torch -Applied
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
-
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP-SA
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
(APP, SeB-Adhering)
Elastobase(poly/sand) or Elastobase(poly/poly).
NEMO ETC, LLC Evaluation Report P9290.02.08-1122 for FL1654-1124
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Palyglass Modified Bitumen Roof Systems; (954) Z33.1330 Appendix 1, Page 3 of 69
26. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations.
ONEMOjetc.
The lesser of the MOP listings below vs. those in Table 3A
opues:
OPTION
#
VA BARji�R21?110o
VAPOR BARRIER
INSULATION ADHESIVE
MDP (PSF)
PRIMER
TYPE
ATTACH
VB-1.
PGI00
Elastoflex SA V Plus
Self -Adhering
Inta-Stlk or CR-20,12-inch o.c.
-60.0
VB•2.
PG100
Polyglass 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
VB-4.
PG300
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-Inch o.c.
-157.5
VB-S.
P6100
Elastoflex SA P
Self -Adhering
CR-20, 12-Inch o.c.
•270.0
Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
-290.0
VB-6.
PG100
Plus, Elastoflex SA V Plus FR
Self -Adhering
Adhesive, Olyaond 500 or CR•20,12-Inch o.c.
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 fo. .
3pllcation limitations and a Roofing Materials Directory for Ore ratings associated with coating usage.
Surfacing
Florida Product Approval
PG300 Fibered Roof Coating
FL30291
PG600 Non-Fibered Aluminum Roof Coating
FL10291
T
PG650 Fibered Aluminum Roof Coating
FL10291
PG700 High QualityElastomeric Roof Coating
FL10291
PG700QS(Quick Set) High Quality Elastomeric Roof Coating
FL10291
PG800 Asphalt Eulsion Roof Coating
FL10291
Pol lus 60 Premium Non-Fibered Aluminum Roof Coating
FL10292
SURF•8.
Polypius 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
Polybrite 70 Premium Grade Elastomeric Roof Coating
FL10291
SURF-10.
Polybrite 70QS (Quick Set) Premium Grade Elastomeflc Roof Coating
FL10291
SURF-11.
Polybrite 71 HS
FL10291
SURF-12.
Polybrite 90 High Solids Silicone Roof Coating
FL10291
SURF-13.
Polybrite 95 Slllcona Roof Coating
FL10291
SURF-14.
KM Acryl 15
FL27409
SURF-15.
KM Acry115 Q$
FL27409
SURF-16.
KM Acryl 25
FL27409
SURF-17.
KM Acryl 25 QS
FL27409
SURF-18.
KM Acryl 40 HS
FL27409
SURF-19.
KM Acryl 85
FL27409
SURF-20.
KM PS#250
FL27409
SURF-21.
i KM PS#220
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.
Evaluation Report P9290.02.08-1122 for FL1654-R24
NEMO ETC, LLC
Certificate of Authorization #32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 4 of 69
C
OMEMO I etc.
5�61-E`1'1: WOOD DECKS— NEW CONSTR-UCT10N OR REROOF (TEAR -OFF)
NON"lNSULATEDi,B'GNDED,RE)QY COVER
Roof Cover (Note 15) MDP (psf)
System
Joint Treatment
Rase Ply
ply
Cap Ply
No.
Deck (Note 3)
Primer
APA rated, 7/16
OSB Joints are covered with 4-Inch wide strips of Elastoflex SA V, rolled Into place to
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-52.5
W-182
CAT, 0.418 In.,
None
create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA,APP•TA
.Zxposure 1 OSB
in. 15/32-Ipch
SBS-SA
(Optional)SBS-SA, SBS
SBSSA, APP-SA, SBS-
900
W-383
plywood
None
None
TA, APP-TA
TA, APP-TA
W-184
Min. 15/32-Inch
(Optional) PG100
None
Polyflex SA Base
(Optional)APP-TA
APP-TA
-90.0
plywood
Min. 15/32-Inch
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA,SBS-
97.5
W-385
plywood
PG100
None
TA, APP-TA
TA,APP-TA
,
Min. 15/32-Inch
Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
g7 5'
W186
plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR
TA, APP-TA
TA, APP-TA
Min. 15/32-Inch
POLYBRITE 745 or
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-105.0
W-187
plywood
WB3000
None
TA, APP-TA
TA, APP-TA
Min. 15/32-Inch
Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-135.0
W-188
plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SAV Plus FR
TA, APP-TA
TA, APP-TA
W-189
Min. 15/32-Inch
(Optional) PG300
Plywood Joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into
Polyflex SA Base
(Optional)APP-TA
APP-TA
-135.0
plywood
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-1124
Certificate of Authorization #32455 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 29 of 69