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FL FL16717-R7
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 Ext242
rbalpert@polyglass.com
Authorized Signature Maury.Alpert
fnalpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MAlpert@polygiass,com
Quality Assurance Representative
Address/Phone/Email
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
Quality Assurance Contract Expiration Date 09/13/2021
Validated By Sohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16717 R7 C01 2019 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D2178 2004
ASTM D4601 2012
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 .2011
ASTM D6222 2011
ASTM D6509 2009
TAS 110 2000
TAS 114 2011
v Jww.floridabuild'ing.org/pr/pr app dti.aspx?param=wGEVXQwtDqu6obl%2flZm6TpmvJBPDIAvtU4TdiLa%2f7C8EEaycfzy6LQ%3d%3d 1/2
is
7131l2019 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted - 04/12/2019
Date Validated 04/14/2019
Date Pending FBC Approval 04/19/2019
Date Approved 06/18/2019
Summary of Products
FL# Model,Number or Name Description
16717.1 Polyglass SBS and APP Modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use. Installation Instructions
Approved for use in HVHZ:Yes FL16717 R7 II 2019 04 FINAL Al ER POLYGLASS MODBIT HVHZ FL16717-
Approved for use outside HVHZ:No 117,pdf
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 Evaluation Reports
application pertains to one system.Refer to ER FL16717 R7 AE 2019 04 FINAL ER POLYGLASS MB HVHZ FL16717-R7 adf
Appendix for all systems and maximum design Created by Independent Third Party:Yes
pressures.2.)Refer to ER Section 5 for Limits
of Use.
Back ER
Contact us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:-850-067-1624
The State of Florida Is an AA/EEO employer..gaPyrlght9007-2D33 State of Florida. Prlvad Statement::Acaesslbllity Statement::Refund Statement
Under Fiarida law,email addresses are public records.If you.do not want your e-mall address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.;Pursuant to Section455.275(1),.
Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls
provided 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 licensee under Chapter 455,F.S.,please click bp e.
Product Approvil Accepts:.
Credit Card
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ONEMOjetc.
APPENDIX 1:ATTACHMENT RFQUIRFMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-10
1B Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
iC Woad New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
ID Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
3E Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17
1F Wood New or Reroof(Tear-Off) E Non-Insulated,Mech:Attached Base Sheet,'Bonded Roof Cover 18-20
1G Wood New,Reroof(Tear-Off)or Recover E Nan-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 21-26
2A Steel or Structural Concrete New,Reroof(Tear-Off)or Recover B Mech.Attached.Base Insulation,Bonded Top Insulation,Bonded Roof Cover 27-28
2B Steel or Structural Concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 29-32
2C Steel or Structural Concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Meth.Attached Base Sheet,Bonded Roof Cover 33-34
2D Steel or Structural concrete New,Reroof(Tear-Oft)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 35-36
3A Structural Concrete New or Reroof[Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 37-45
3B Structural Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 45
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 46-48
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 49
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 50-52
SA Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 53
5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base insulation,Bonded Top Insulation,Bonded Roof Cover 55
SD Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 55
SE Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet Bonded Roof Cover 55
6A Existing gypsum New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 56-58
6B Existing gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 59
6C Existing gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 59
6D Existing gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet Bonded Roof Cover 59
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 60-64
MEMO ETC,LLC Evaluation Report P40690.12.13-1-R8 for FL36717-117
Certificate of Authorization f13245S 6P EDITION(2017)FBC HVHZ EVALUATION Revision 8:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(9S4)233-1330 Appendix 1,Page 1 of 64
NEMO etc.
The following notes apply to the systems outlined herein:
L The evaluation herein pertains to above-deck roof components;deck-attachment details noted below pertain to'as-tested'conditions under Testing Application Standard TAS 114,Appendix J. Roof decks shall be in
accordance with FBC(HVHZ)requirements to the satisfaction of the Authority Having Jurisdiction.
TYPE TESTED SPAN(FT O.C.) TESTED FASTENING TESTED FASTENER SPACING HIGHEST AS-TPSTEd'ALLOWABLE
(INCH O:C.) PRESSURE(PSF)
15/324rich plywood 2 8d ring shank nails 6 -75.0
15/324nch plywood 2 #10 wood screws 6 -90.0
15/324nch plywood 2 #10 wood screws 4 -120.0
19/32-Inch plywood 2 8d ring shank nails 6 -60.0
19/32-Inch plywood 2 #10 wood screws 6 -127.5
22 ga.,Type B,Grade 33 steel 6 Tek/5 screws 6 -112.5
22 ga.,Type B,Grade 40 steel 6 5/8"puddle welds 6 -97.5
22 ga.,Type B,Grade 40steel 6 Traxx/5 screws with V"washers 6 -135.0
2. Fasteners shall be of sufficient length for the following engagements:
➢Wood: Minimum 0.754nch penetration.
➢Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
>Structural Concrete: Minimum 1.25-Inch embedment into pilot hole In accordance with fastener manufacturer's published Installation Instructions.
3. Unless otherwise noted,insulation may be any layer or combination of polyisocyanurate,polystyrene,cement-based roof board,gypsum-based roof board,mineral-wool,perlite or wood fiberboard that meets the
CIA requirements of F.A.C.Rule 61GZO-3 and is documented as meeting FBC(HVHZ)1516 and,for foam plastic,FBC Chapter 26,when Installed with the roof cover.
4. If mechanical attachment'to the structural deck through lightweight insulating concrete Is proposed,field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening
patterns and density. All testing and fastening design shall he In compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 11.7 and/or Roofing Application Standard RAS 137.
Calculations shall be prepared,signed and sealed by a qualified design professional.
S. Preliminary Insulation attachment for System Type D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board.
6. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is'at the time of application;the ribbons/beads shall expand.as noted in the manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30lbs/square.
➢Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,22-inch o.c.
> 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-PG3): Continuous 0.25 to 0.5-Inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c.(PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond 50015 referenced.
> Oly8ond Classic(08 Classic): Full coverage at 1 gal/square.
>ICP Adhesives 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-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 polyisocyanurate at the-following thickness limitations may be 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-PG* MDP -157.5 psf (Min.0.5-inch thick)
NEMO ETC,LLC Evaluation Report P40690.12.13-1 RB for FL16717-R7
Certificate of Authorization#32455 6m EDITION(2017)FBC HVHZ EVALUATION Revision 8:04/11/2019
Prepared by:Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(9S4)233-2330 Appendix 1,Page 2 of 64
ONEMOJetc.-
> OMG OlyBond 500(08500): MOP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
D OMG OlyBond SOD(OB50D): MOP -187.5 psf (Min.0.5-Inch thick ISO 95+GL)
➢OMG OlyOond 500(00500): MDP -315.0 psf (Min:0.5-Inch thick ENRGY 3)
➢OMG Oly8ond 50D(OB50D): MDP -487.5 psf (Min.O.5-Inch thick ACFoam II)
➢ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min.1.04nch thick)
8. Banded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased,as calculated in compliance with Roofing Application Standard RAS 117
and/or Roofing Application Standard RAS 137 by a qualified design professional. 'This extrapolation is not permitted forsystems marked with an asterisk'.
10. For assemblies marked with an asterisk",the maximum design pressure(MDP)limitation listed shall be applicable to all roof pressure zones(i.e.,field,perimeters and corners).Neither rational analysis,nor extrapolation
is permitted for enhanced attachment at enhanced pressure zones(Le.,perimeters,corners and extended corners).
11. Fastener spacing for mechanical attachment of insulation,anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure(MDP)listed for a specific
system.Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing—prepared,signed and sealed by a qualified design professional—may be.submltted.
Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 165 and calculations in compliance with Roofing Application Standard RAS 117 or Roofing
Application Standard RAS 137.
12. For bonded Insulation or membrane over existing substrates in a recover installation,the existing roof system 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 Testing Application Standard TAS 124.
13. For recover Installations,the existing roof shall be examined In accordance with FBC1521. For Recover Applications using System Type D,the insulation is optional.
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 NOA
or HVHZ 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 thlckness 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 C15%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-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 COMS
REFERENCE IAYER MATERIAL APPLICATION
BP-AA Base Ply One or more lies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20.40
(Base and Ply sheets, Ply One or-more plies Polyglass:PlyIV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Ibs/square
Asphalt-Applied) Note. Asphalt-applied sheets or insulation shall not be appUed to poly-J!!m surfaced membranes
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT RG350 at 1.5-2.0
SBS-CA1 Cap Ply Elastoflex VG,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G Fit,Elastoshield TS G,Elastoshield TS gal/square
G FR,PolVfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One plyflastobase(sand/sand),Elastoflex V,Elastoflex 56,Elastoflex S6 HP Polyplus 35 at 1.5-2.0
SBS-CA2 Ca PI Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshleld TS G;Elastoshield TS
p y G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
NEMO ETC,LLC Evaluation Report P40690.12.13-1-118 for;FL36717-R7
Certificate of Authorization#32455 a EDITION(2017)FBC HVHZ EVALUATION Revision 8i 04/11/2019
Prepared by: Robert Nieminen,PE-59156 Polyglass Modlfled Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 64
- NEM0 etc.--
P.
REFERENCE I LAYER MATERIAL APPLICATION
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
SBS-AA S6 HP,Elastoshleld HT Hot Asphalt at 20410
(SBS,AsphaR-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR;Elastoflex S6,Elastoflex S5 HP,Elastoflex S6 G,Elastoflex S6 G FR,.Elastoshleld TS G, Ibs/square
Elastoshield TS G FR,Poiyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed).
Note. Asphalt-applied sheets or Insulation shall not be applied to poly-flm surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshleld HT
(SBS,Torch-Applled) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshleld TS G, Torch-Applied
Elastoshleld 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,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Ply Elastoflex 5A P,Elastoflex SA PTR;Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates jorSBS-A are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)o►Elastobase.(poly/poly).
APP-CAI Cap Ply Polyflex G FR PG350 at 1.5-2.0gal/square
APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply I Polyflex,Polyflex G,Polyflex G FR,Pol bond,Polybond G,Polyfresko G,Polyfresko G FR
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
(APP,Self-Adhering) Note. Unless otherwise noted,permissible membrane substmtes jorAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
Elastobase(poly/sand)or Elastobase(poly/poly).
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MOP)limitations. The lesser of the MOP listings below vs.those in Table 3A
applies:
•• . .N PE R TABLE
OPTION PRIMER VAPOR BARRIER INSULATION ADHESNE MDP
# TYPE ATTACH (PSF)
VB-1. PG100 Elastoflex SA V Plus Self-Adhering Inta-Stlk or CR-26,12-inch o.c -60.0
VB-2. PG100 Polyglass Base Torch-appiled Inta-Stik or CR-20,12-Inch o.c. -75.0
VB-3. PG100 Elastoflex SA P Self-Adhering Insta-Stlk,12-inch o.c -75.0
VB-4. PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-Inch o.c. -157.5
VB 5. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
VB-6. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Self-Adhering Millennium One Step Foamable Adhesive,Millennium PG-1 Pump Grade -290.0
Plus,Elastoflex SA V Plus FR Adhesive,OlyBond 500 or CR-20,12-inch o.c..
NEMO ETC,LLC Evaluation Report P40690.12.13-1-118 for FL16717-R7
Certificate of Authorization#32455 6'"EDITION(2017)FBC HVHZ EVALUATION Revision 8:04/11/2029
Prepared by. Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(9S4)233-1330 Appendix 1,Page 4 of 54
-ON EMO'- etc.
17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance.,Refer to current Florida Product Approval for,approved Polygiass and KM Coatings roof coatings for
application limitations and a Roofing Materials Director
forfire ratings associated with'coating usage.
OPTIONSSURFACING
OPTION# SURFACING NOA
SURF-1. PG300 Fibered Roof Coating 17-1020.01
SURF-2. PG600 Non-Fibered Aluminum Roof Coating 17-1020.01
SURF-3. PG650 Fibered Aluminum Roof Coating, 17-1020.01
SURF-4. PG700 High Quality'Elastomerie Roof Coating 17-1020.01
SURF-S. PG700Q5(Quick Set)High Quality Elastomeric Roof Coating 17-1020.01
SURF-15. PG800 Asphalt Emulsion Roof Coating 17-1020.01
SURF-7. Polyplus 60 Premium Non-Flbered Aluminum Roof Coating 17-1020.01
SURF-8. Polyplus 65 Premium Fibered Aluminum Roof Coating 17-1020.01
SURF-9. Polybrlte 70 Premium Grade Elastomeric Roof Coating 17-1020.01
SURF-10. Polybrite 70QS(Quick Set)Premium Grade Elastorneric Roof Coating 17-2020.01
SURF-11. Polybrite 90 High Solids Silicone.Roof Coating 17-1020.01
SURF-12. Polybrite 95 Silicone Roof Coating 17-1020.01
SURF-13. KM Acryl 15 17-1020.01
SURF-14. KM Acryl 15 CIS 17-1020.01-
SURF-15. KM Acryl 25 17-1020.01
SURF-16. KM Acryl 25 QS 17-1020.01
SURF-17. KM PS9250 174020.01
SURF-18. KM PS#220 17-1020.01
18. "MDP"=Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC(HVHZ)1620 and RAS 128 for determination of design wind loads.
i
NEW ETC,LLC Evaluation Report P40690.12.13-1-118 for FL16717-R7
Certificate of Authorization#32455 6-EDITION(2017)FBC HVHZ EVALUATION Revision 8:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 5 of 64
"NEMO]etc.
TABLE 11`� WOOD DECKS-NEW CONSTRUCTION OR REROOF(TCAR-OU)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER
System Base Sheet Roof Cover(Note 15) MDP
No. Deck(Note 1) Type Fasten Attach Base Ply Cap Ply (P�)
1D-inch o.c.In 4-Inch lap and 10-inch o.c.in
W-302. Min.15/32-Inch plywood Polyglass Base Simplex MAXX Cap three(a),equally spaced,staggered center APP-TA APP-TA -75.0
rows
W-103. Min.15/32-Inch plywood Polyglass G2 Base,Elastobase, Simplex MAXX Cap 9-inch o.c.in 4-inch lap and 9-inch o.c.in four BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS- _90 0
Elastobase P (4),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
W-104. Min.15/32-Inch plywood Polyglass Base Simplex MAXX Cap 9-inch o.c.in 4-Inch lap and 9-inch.o.c.in four App_TA APP-TA -90.0
(4),equally spaced,staggered'center rows
W-1o5. Min.15J32-Inch plywood Elastobase,Elastobase P Simplex MAXX Cap 6-inch o.c.at 2 Inch lap and 6-inch o.c.in two BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,.SBS- _g0.0
(2),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
W-106. Min.15/3Z-inch plywood Elastobase,Elastobase P Simplex MAXX Cap 6-Inch o.c.at 2-inch lap and 6-Inch o:c.in three BP-AA,SBS-AA,SBS-' SBS-SA,APP-SA,SBS- 105.0
{3),equally spaced,staggered center rows TA,APP TA AA,SBS-TA,APP TA
W-ID7. Min.19/32-inch plywood Elastobase,Elastobase P 32 ga.,1-5/8-Inch diametertln caps with 11 6-Inch o.c.Im4-Inch lap and 6-Inch o.c.In four BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS- _312.5
ga.annular ring shank nails (3),equally spaced,staggered center rows TA,APP TA AA,SBS-TA,APP•TA
'SEIF•ADNfRINGBASEPLY: .' :." ;: i �: a lxo 1 P; 7'Ak i�yt°y_, r r :r�.,,a
s
Min.15/32-inch(existing) Simplex MAXX Cap B-Inch o.c.at min.3-inch lap and 8-inch o.c.at SBS-SA,APP-SA,SBS-
W-108. or min.19/32-inch(new) Elastobase(poly-film top) Note:MAX(Caps are to be primed with three(3),equally spaced,staggered center SBS-SA TA,APP TA 6D.0
APA rated plywood PG100orASTM 041 primer rows
"isr` Elastobase,Elastobase P(poly- 32 ga,1-5/8-inch diameter tin caps with 11 8-inch o.c.in 4-Inch lap and 8-inch o.c.in three SBS-SA SBS-SA,APP-SA,SBS- _60.0
s�VU 1p�;j Min.19/32-Inch plywood
4 film to a` 3:,a31;d„r p) g annular ring shank nails (3),equally spaced,staggered center rows TA,APP TA
Elastobase,Elastobase P(poly- 32 ga.,1.5/84nch diameter tin caps with 11 B-Inch o.c.In 4-Inch lap and 8-Inch o.c.in three poi ex SA Base APP-TA -60.0
W-110. Min.19/32-Inch plywood film top) ga.annular ring shank nails (3),equally spaced,staggered center rows
W-111. Min.19/32-inch plywood Elastobase,Elastobase P(poly- 32 ga.,1-5/84nch diameter tin caps with 11 4-inch o.c.in 4-Inch lap and 4-inch o.c.in four SBS-SA SBS-SA,APP-SA,SBS- -97.5
film top) ga.annular ring shank nails. (4),equally spaced,staggered center rows TA,APP-TA
Elastobase,Elastobase P(poly. 32 ga.,1-5/e-inch diameter tin caps with 11 4-Inch o.c.In 4-inch lap and 4-Inch o.c.in four Pol ex SA Base APP TA -97.5
W 312. Min.19/32-Inch plywood film top) ga.annular ring shank nails. (4),,equally spaced,staggered center rows
32 ga.,1-5/8-Inch diameter tin caps with 11 Elastoflex SA V Plus,
W-113. Min.19/32-inch plywood Elastobase,Elastobase P(poly- ga.annular ring shank nails. Note:Tin caps 6-Inch o.c.In 4-Inch lap and 64nch o.c.in four SBS-SA,APP-SA,SBS
Elastoflex SA VPlus -112.5
film top) an,to be primed with P6100 orASTM 041 (4),equally spaced,staggered center rows FR TA,APP TA
primer.
32 ga.;1-S/84nch diameter tin caps with 11
W-114. Min.19/32-inch plywood Elastobase,Elastobase P(poly- ga.annular ring shank nails.Note:Tin caps 6-Inch oc.in 4-Inch lap and 6-Inch o.c.in four Polyflex SA Base APP-TA -112.5
film top) are to be primed with PG100 orASTM D41 (4),equally spaced,staggered center rows
primer.
NEMO ETC,LLC Evaluation Report P40690.12.13-1-118 for FL16717-117
Certificate of Authorization#32455 67"EDITION(2017)FBC HVHZ EVALUATION Revision 8:04/11/2019
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 20 of 64