HomeMy WebLinkAboutEVALUATION REPORTRECEIVED
FEB 44 2019
ST, Lucie County, Permitting Neflllt.2 j farce
Cartificoca afAutnorlmtion 032e55
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY _
EVALUATION REPORT
Polyglass USA, Inc. T}l Evaluation Report P12060.02.09-R24
Deerfield
West Newport Center Drive SCANNED FLS2S9-R28
Dfield Reach, FL 33442 BY Date of Issuance: 02/24/2009
(954)233-1230 St. Lucie County Revision 24:01/24/2018
SCOPE:
This Evaluation Report is issued Linder Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6"i Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
produrt(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety,
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
'1 his Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The;acsinlile seal appearing was auth,rized by Robert NCrnmP.n,
P.E. on 01/24/2018. This does notserve as an electroniciliv
signed document.
CERTIFICATION OF INOEPENOENCE:
1. NEMoletc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NF.M01 etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robot Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
5.5 FlIIGwable Roof Covers_ ONEM0 j etc,
Underlayment ; Asphalt Shingles
Na)l.on Tllc
( Foam -On TileMetal
Wood Shakes
_ ^�_.,. ''•
_
`Yts
& Shing165
1 Slote ,
Elastobase yeS
Yes
Yes
w _�—
(945a Shaek In 2-ply ifiWm)
(Base Shefi;nTPIY SVEfna
Yes _.i
VAS.
F.astonas^ P Yes
Yes
Yes
l—
�. _. __.-_
__... __
Po!Y&! SG26aSe NO
o sn et n2" tysWrem;
Yes
i fusn_�S-hea:_ )-pl. mi
vet
Yes
Yes
Y1.4
- -..
(8asssnee±m 2-6YsY3tam)
NO
No
�>
do.yglass APP base No
'---_..—._-.. ._.._•.--,.,-`
Yes
(Fate shf5tin l•p:(synemi
Yes
(Bata Shfat in Upq oy5kam)
_"'�-
No
_—
NO
..
------y
Nu I
POlys[!ck M i 5 pt MTS PLUS Yes
Yes
-+�-
Yes
__ NO
Yes
_yes
—^-
Yes--+
__. .. .._ - _.___—.�._. -
Ptllysh[k TU P NO
___ No
-'-^---.
N o
--
40 —
—_-(...__._--_--1
Yes
! Yes_
._-_..__ .�,
Polystick TU Plus yes
YES
yes (See 5.5.11
_ No
_�T.
NU
i .... Nu _..
i
._..,..__�_._....�_._._
ratysh[k N N.ex i No.
Yet
— Yes (See 5.51)!
Yes
-
Yes
—yes---
-
Y-.--. _ _
pnl stick BuaS Prtl �
Yes
.`._...-
Yes (See 5.5.1)
_---
I Yes
No
Ycs
PGWsnck T3ie Prp Yes
NO
Y_._.._..__y
No !
Yes
Yes
Y'Es
Pu1Ysn_tk MU-X ! Yes
Yes _
No
Yes
Yes (See 5.5.1)
No "'—
Yes
Yes
-------
_Yes
Yet_
Yes --
_ Yes
.__._._.__
Eiasrofiex S6G _ — Yes
�—
Elastoflex 56 GfN
'--
--
•,.._
Yes
Yes i
_
E)asto0er. G TU — I yet
_-..)..__..__.
Yes
No
Yes (See 5.5.1)
- No
No
No
Yes_
yes _....
y V
- —'�
yes
VpiyflEk G FR _ Vey
Yes --_
Yes (See S.5.1)
--
Yes
_ ,(
yes
I Yes _
Polyflex SAP n; .SAP FR----Yes -�—
Yes
Yes —"`
No
_No
NO ..�
—_Yes ._._
_ '
`�_y
.,_ t s_
—(-------
Mule-Hite>A-MP CaP Sheet �
___ —_
Yes (SeC 5S.1)
No
Yes
Ypeg
or SA AP.. Cap Shcet (Fle Yes
Yes !
Yes (See 5.5.1)
No
Yes
yes '
.5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlavment combinations
!i�lOk}PA'81;6i{JL
=.ZhTIYF%f!lrt�}"�*,!t,8}N/A_u _
I AdhesiveTApproval
DAP Foam Toach'n Sea) Stormiloi
da Pro7duLlo__f_�
Underlayments i
Tile. Adhesive
L14506
I Polystick TU Plus, Polystick TU Max
Onw7ilek3a,d_L22525_
-
Po!ystick TU P, Polystick TU Plus, POlYflex SAP or Tile Pro —�
iCP Adhesives PalyseYy AH.160
--------.�_
FL6332
_�
Polystick TU P, Polystick TU Plus, RelyTU Max, Polyst)ck Tile Pro,
Elastoflex G TU, Elastoflex S6 G, PolyfleX G, Polyflex SAP, P0lYfi" SA Cap FR,
Mule -Hid SA-APP Cap Sfieet or Mule•Hide 5A•APP Cap Sheet (FRi
ICP Adhesives Polysetr' RTA-1
----------__. —
FL6276
�_
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, :
Elastoflex G TU, Elastoflex SG G, PGlyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cat) Sheet fr-Rl
Refer to Tile Morsufocturer's oe Adhesive Manufacturer's Florida Product Approval for Overturning MomentResisiance Performance.
;. V MO ETC. ,.r.
czm;rcolr uj nurhaerPLcap32aS5 Evaluation Report A720b0.01A9-R24
G'" EOmON (2017) W NON-HVH2 EVALUATION >L5259-e19
Polyg)as5 Roof Underlayments; (954) 233.1230 Roveolon 24; 01124/20/8
Page 5 of 14
5.6
5.6. i
5.6.2
5.6.3
Ail wab . Subsira—ss:
L iMtct-Bondto Deck:
poly -stick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP r (FR) self -adhered to; ap Sireet
r New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or ex(sting,_unprimed-OS8;-ASTM-D41- primed -O$8; $outtiern-Yellow Pine; ASTM 041 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "TIP System' Panels
(designed and installed to meet wind loads for project).
Note. Pplyglass does nOt require priming of new or existing plywood or 0S8 sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
EI
astofiex G TU, Elastoflex 56 G or Elastoflex 56 G FR in hot asphalt to:
ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
ASTM D41 primed structural concrete.
Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FRI self -adhered
to:
11 AS'I`M C1289, Type 11, Class 1 polyisocyanurata or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to:
Dens Deck Prime pr SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
r ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK G psum-Fibe Rf B
y .r 00 card.
fOr installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on the
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the Insulation/underiaymentsystem in accordance with FBCSection 1504.3.1.
Bon i�Mp�t�p;cglly Attaches—.�.:
Polystick (all variations), POlyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Duai Pro ul
Tile Pro self -adhered to:
r ASTM D226, Type I Or-11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
ASTM D226, Type I or 11 felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
r- Elastobas% Elastobase P, Mule-1 fide Nail Base, Polyglass G2 Base or Polyglass APR Rase
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Sectidn 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
.aErtO FYr. uc.
�:e WJi:ctror Au:nonwticn R3]455 e'601VON 17,D17) FaC NON-HVHZ EVALUATION evaluation Report 1`1206O0269-1124
Pulyglas Roof Undenayments; (954) 233.1230 ` 124, L-.8
Revision 24: 0.)24;:Ci&
Papa 11 of =»
EML? � P.T.C.
5.6.4 Wind Resistance for Underlavmant Systems in Foam-Qn Tile Applications: FRSA/TRI April 2012 (04.12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that arc not
addressed in FRSA/TRI April 2012 (04.12) and are used In foam -on the applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already applied): Refer to FRSA/TRI April ZU1L iU4-
12). Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
ll1 Maximum P Design ressure = -g0gsf:
Dark: Min.1S/32-InCh plywood to meet project requirements to satisfaction of Authority Having Jurisdiction
Primer: None
Base Ply: (OPtinnal) Polystick MIS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick' U P, Polystick TU Plus, Polystick TO Max, Polyflax SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FRI, self -adhered.
#2 Maximum Design Prgssure =-97 S psf
Deck; Min, 15/32-inch plywood to meet project requirements to satisfaction of Authority Hawng.lurisdieticn.
Pnmer. PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -Adhered,
Underlayment: Polystick TV P, Polystick TO Plus, Polystick TV Max, Polyflex SAP, Polyflex SAP Fit, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self-auhered and back -nailed within the selvedge -edge side laps using J2 ga x
1 :" ring shank nails through 32 ga., 1.5/8" diameter tin caps spaced 12•inch o.c.
#3 Maximurn DeIign Pressure =-10>�sf:
Deck: Min, 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: wa-3000
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Polyflex SAP, PolyflexSAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -mailed within the selvedge -edge side laps using i2 ga. s
1%•(n
"ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12ch o.c.
it4 Maximum D�slgn pre�sure^;�•135 nst:
Deck: Min. 15/32-inch Plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, seff-adhered:
Joints; Min. 4-inch wide strips of Elastoflex SA•V over all plywood joints.
Underlayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Polyflex SAP, Polyflex SAP FR, Mule -Bide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
45 MaximumDesigns w- �- 15 s:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: P6100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment Polystick TO P. Polystick TO Plus, Polystick TO Max, Tile Pro, Polyflex SAP, Pulyffex SAP FR, Mule-flide SA-APP Cap
Sheet and Mule -Hide SA-APP Cop Sheet (FR), self -adhered.
46 Maximum Design Pressure =-U2 5 psf;
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer PG1.00 or ASTM 041
Underlayment: Elastoflex G TO or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
417 Maximum Pressure = -40 0 psf't:
Deck: Min. IS/32-Inch OSB to meet Project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch longx 1-Inch head diameter round metal cap mails
Spacing: 6-inch O.C. at the 3-Inch wide side laps and 6-inch o.c. attwo (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Undcdayment: Polystick TO P, Polystick TO Plus, Polystick TO Max, Poiyflex SAP, Polyflex SAP FR, Mule -Hide SA•APP Cap Sheec and
Mule -Bide SA•APP Cap Sheet (FR), self -adhered.
Nf a^O ETC, W'
I rgi/uatr afAataurzaPor. a;2435 6"EDITION 20a7 FBC NON• Evaluenon RePOR P110600209-6:::
1 I HPH2 4)233- 230 FL92n9-R2 i PefyglAi9 ROpr Untledayments; (9a4) ),33.1230 Revision 24: W,42013
sago 7 Of it.
"NEPAc � e)re.
#23 Maximum Oesien Pressur_ e � .g0, Bsf;
Deck: Min.15/32-inch Plywood plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied undednyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with CMG 3" Gatvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), TrUfaSt HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.cat the 4-inch wide slde.laps and 9-inch ox atfour (4) equally spaced staggered center rows.
Underlaynen6 Flastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch
applied,
424 Maximum Design Pressure =-9750sf;
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch ox. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
base Ply: (Optional) Polystick MIS or Polystick MIS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Puiyflex SAP Fit, Mule -Hide SA-APP Cap 5heet and
Mule -Hide SA-APP Cap Sheet (Fit), self -adhered.
#25 Maximum Design Pr ssure =-105 nsf:
Deck: Min.15/32-inch Plywood to meet projeetrequirementsto satisfaction of Authority Having Jurisdiction
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch-appl)ed cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-Inch wide side laps and 6-Inch ox, at three (3) equally spaced staggered center rows.
Underlayment: Elastoflox G "rU or Elastoflex SG G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum DgLgn - ressu• gy .;!, tJsf;
Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga, x 1.25-inch x 3/8-inch head diameter annular ringshank roofing nails at i-5/8-inch diameter tin naps
Spacing: 6-inch o.r. at the 4-inch wide side laps and fi inch o.c, at four (4) equally spaced staggered center row$.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MIS or Polystick MIS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP Fit, Mule -Hide SA APP Clio Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self-adhel'ed.
427 Maximum Desten presgure = -120 nsf:
Deck: Min. 15/32-inch plywood Yo meet project requirements to satisfaction of Authority Having Jurisdiction
tase Sheet: Elastabase (sanded toQ surface for hot- asphalt or torch -applied cap or poly -film surface for torch -applied cap)
'astenets: CMG #12 Standard Roofgrip or CMG #14 Plates Heavy Duty with OMG 3" Round Metal Plates or CMG Fiat Bottom fdetal
Spacing! 6-inch o.c. at the 4-mch wide side laps and 6-mch ox. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 6, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
428 Maximum Desien Pressure = 120 osf:
Deck: Min. IS/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
rasteners: Trufast 1112 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing; 6-inch o.c, at the 4-Inch wide side laps and &inch o.c. atfive (5) equally spaced staggered renter rows.
Underlayment: Elastoflex G TU or Elasto#ex S6 6, applied in full mopping of hot asphalt.
5.6.4.1 All other direct•deck, adhered Polyglass underli yment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
ioa.Jrnle Fn;hn;ropn. +,55 L'va)uati0n Report Pl'10u0
924
6"' EDITION (20171 FBC NON-HVHZ EVALUATION rt52ic.aeH
P01yglau Roof Underiayments; (954) 233.1230 Rawson P4: 01 yi4i<'a18
Pagc 10 0I 1.1
OErVID etc,
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet orr xeed
that required under PRSA/TRI April 2012 (04,12), Appendix A, Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
Pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29 and Roofing -Application -Standard RAS 117. Assemblies marked
with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 129 (January
2016) for Zone 2/3 enhancements.
S.7 Exposure Limitations'
Etastobase, Elestobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 3o-ciays
after installation,
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than go -days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than Igo -days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 3U
days.
Flastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adheslve-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3, Note I of ASTM D1970-15, should be established as to slip resistance.
5.9 Tile 5IRRage f tmitatio�„ n�/TRI Ann[ 20, 12 (0_4 1211
When loading roof tiles on the underlayment in tiirect-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles,
(T1LE•SLi7P'GEi.VjiTfhl'i$'t'S>:�OIRQEsK;T3LE (N ALLITfQf7 .
:..Underlayment TIIeProfiie
Staging Method M3XIIrUM 4Rfope
Elastoflex G TU Flat
! 10-tile stack
Elastoflex Sfi G or 56 G FR '- Lugged ----- ' 8-tile stack (6 over 2) ~-6:12-------
_-,--_" Flat or Lugged 6•ttfe stack (M1 over 2) -"--I
--}-- _4:12
Polystick MTS or MTS PLUS :.._.— Flat 6-tilestack (4 over 2)
_ _ _ Lugged 5;12
` 6-tile stack (4 over 2)---'"--"`'--�
Polystick Tile Pro _t 4:12
Flat d
or Lugged
I--^ —"`
..____._... -- .`.� 6-tile stack (4 over 2)� 7:12
--
'__ Flat 6-Ule slack (4 over 2) or StLtile stack _7;12
Polysnck'fU Max Lugged ---�
f--------..--,a� 6-tile stack (4 over 2) �7:12^
10-tile stack6:12
V f
' Polystick 7U P ;_--� Flat ,_" T 6-tile stack (4 over 2) 6;12--_- `I Lugged _ 6-tile stack(4 over 2)
Polystfck TV Plus Flat or Lugged ___ 4:12�-_
6-tile stark (4 over 2) __-___ ? .12
'-- _ Flat or L�—ugged 1 10-tile stack -'—
! Polyflex G or G FR — ---- 6:12 -� 1.....__�._ Flat ar Lvgged '_i.__`._—.. .—.-.-.r_.—
6-tile stack (4 over 2 1 Polyflex SA N ar 5A P FR -- ) 4:12 i
-- Flat or Lugged 6-tile stack (4 over Z) I —' „�--"—"-- i
Nrrno t rr., to
"•'r.;,•ure <yAu: natlr;,a(iv'3Z45g 6"EOITION 2017FBCNON- GYalealiaa kaPorl P32a66.ti1 iri-R2A
Polyglass Ract Underlayment; (954) 233 12130N
i't5S55 :: �a
Remsten 24; ai/24(2635
Page -1 of 14
UNNwoletc.
G. INSTALLATION:
6.1 Potyglass Roof Underlayments shall be installed in accordance with Potyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
�'"' any dust and debris prior to application, and prime the substrate (if applicable).
I "6:3" slmthw.ac Ri&er%
6.3.1 Nan -Tile Applications _ -- -- � -
.Shall be installed in compliance with the codified requirements for ASTM D226, Type If underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, POlyflex SAP, Poiyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or PolyHex G FR, torch applied. Roof cover limitations are those are those associated with the tOP-layer underlayment, as set forth in Table 1.
6.3-2 lifeAOnllcations: -
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two
Ply System' from FRSA/TRI April 2012 (04-12). Reference Is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
64:.- PoSystt4kMlS7f,Ti$QYIrS`!ft X2 aTU p i!'UPPI "�
E,f7�FrorTrretPrb of RtTi'f X,pUP�yf%ikS%tP,,Rotyf(exSAP:F.ily
Mule t�iie S dfRP CsepS,h�e�nmRRfrCe Ftt(fa �A�y1P�-L�)r�h�e�(R(Z)t ` ,< , � J r
6 4 t Shntl ha Installed In compliance with the codified requirements for ASIPA U1970 (except Polystic derlaymerit
in FBC Table 11;07-1 1 f.,e ekn _r --------
6.4.2
- ,.-- r .... �w wxc 6 to uu inxialieo.
Direct -to -Deck with Mechanically Fastened Roof Covers
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA.APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Potyglass / Mule -
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum larch
diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face 01
membrane. The head lap membrane is to cover the area being back -nailed.
A!! seal -lap seams (seivagc laps) must be
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(tire sheet will overlap the fabric).
All over -fabric and over -granule end4aps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Potyglass PGSO0 Modified Cement applied. in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
NefmO ETC, u-c.
Lengnate aJAumo••iobo" d324.55 EVoipatlOP Re Port P1206V.W.fA-1Q4
Frialoot 1201-1) FEIC NON-14111-12 EVALUATION Pi 9259•R2s
Polyglass Roof Underlayments; ta54) 233-1230 Revision 24: e1R411201+i
Pape 12 nr to
I
Repair of Polystick membranes is to be accomplished by applying Polyplus 5o Premium Modified Wet Dry CLIMO t or
Polyglass PGS00 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be. installed to ensure full contact with approved substrates. Polyglass requires a
+ninimum of 40-lb weighted roller or, on steep Slopes, use of astiff -broom with approximately 40-lbs of load applied
for the field membrane.— Hand rollers are acceptable for rolling of patches, laps (min, 28 lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 TillAAnpli ations not aflou ed jor Pillustk Val Pro I&& or Polystick MU X):
Reference is made to'FRSA/TRY April 2012 (04.12) installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanicaflyfastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Rase
Sheet fastening shall be not less than FRSA/TRI April 2012 (04.121, Table 1.
For adhesive -set tile applications, referto Section 5.6.4 herein.
6.4.4 Two (2) Ply Underlavme_ nt S ._._-
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attach prepared roof systems. Limits of use are those associated with
the top -layer material- This is not a requirement, but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P, TU Pius, TU Max, Tile Pro or Polyflex SAP is allowable for use. under foam -on the systems. Limits of use are those associated with the top -layer material. This is not a requirement,
_ but is allowable if a 2-ply underlayment system is desired.
77
6.5.1 Elastoflex G TU, Elastofex S6 60
or£Iastofiex S6 G FRshall be installed in compliance with current Polyglass published
installation requirements. For use m the applications:
✓ Elastoflex G TV {s far use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380r Class M) in the ".S(ng(e
Ply System" from FRSA(TRI April 20i2 (iNz beneath mechanically fastened ule roof systems or the Hot Asphalt
applied "Cap Sheet" in the "T'wo Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered the roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roil Roofing" (ASTM D6380, Gass M) in the "Single Ply
System" from FRSA/TRI April 2012 (04.12) beneath mechanically fastened tile roof systems or the licit Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04.12) beneath mechanically fastened the roof systems or the Hot Asphalt
applied "Cap Sheet" in the "rwo Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-Inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
With asphalt extending approximately 3/8-inch beyond the lap edge.
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use a$ an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRl April
2012 (04.12) beneath mechanically fastened or adhered the roof systems (Base Sheet Limited per S.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3).
rc.hmo ETC, tu.
eariJenr" ¢i aua+enm++"n r+d745.5 Cw1vation Itoport P71ULV U2.u'e-a2A
6'" EDITION 12017) fah NON•liVI',Z EVALVATION
PolYBlass Roof Underla l!"A;'N2a
ymants; {aSGI 1a3-1130 ReV�non l.4• ot!:ai: a S
PNge i3 of 1.4
6.6.2 Polyflex G or Polyflex G FR shall be fully torch•applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wid-set minimum 3 feet from course to course. Side ano end
to
e, off
laps shall be fully heat -welded and inspected to ensure minimum 3/8--inch flow of modified compound beyond the lap
edge.
6_7 TileStyginat
6.7.1 Tile shall be loaded -and staged in a -manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements for file staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRf April 2012 (04--12) Must be used
on all roof Slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or naii-
boards, to prevent tile sliding and/or damage to the underlayment during the loading process,
6.7.3 PofyglaSS specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. BUILDING PERMIT REQUIREMENTS;
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product
S. MANUFACTURING PLANTS;
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The foliovwng
plants have qualified products under their resoectivenhv<Iralnr.,nmm ;..«...._„--__,___
2
UL, LLC — QUA9625; (314) 57a-3406; k.chancelior@us.ui.com
- END OF EVALUATION REPORT
hEbO ETC, L:C
trrtd�m,e a,/nnf4oaorio�n32usi •* LvaNabon Report plleno 02.09-R24
6 EalassR ofUndul Nnants; f9 4j 233400N FWMI.e1R
PalYalass-Roof Undarlaym¢nts; (9Sa) 233-123a Revli)ofl 24: 01/24/2018
page t4 pf 14
SCANNED NEMO I etc.
BY CertiJ/cote ofAuthorizadon#32455
St. Lucie County 353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
- - ENGINEER - EVALUATE - - TEST - CONSULT .CERTIFY - -
EVALUATION O.
GAF Evaluation Report 01506.11.05-R22
1 Campus Drive FL5680-R22
Parsippany, NJ 07054 Date of Issuance:11/07/2005
(800) 766-3411 Revision 22: 10/17/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: GAF Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOietc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6, plus an 94-page Appendix.
Prepared by:
_
Robert J.M. Nieminen, P.E.
:7.: ET1 a O'.i4a
•�,�5,,.,.^ .o a_The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983
"swat 9:^• '' Nleminen,P.E.on 10/172018. This does not serve as an
;:t�,,,�e,,,,•:�. /
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
Product Category:
Roofing
Sub -Category:
Modified Bitumen Roof Systems
— -- -- --Compliance-Statement:—GAF-Modified-Bitumen-Roof-Systems,--as-produced-by-GAF,-have-demonstrated----
compliance with the following
sections of the 6" Edition (2017) Florida Building Code through testing in accordance
with the following Standards.
Compliance is subject to the Installation
Requirements and Limitations / Conditions
of Use set forth herein.
2. STANDARDS:
Section
Pro a
Standard
Year
1504.3.1
Wind
FM 4474
2011
1515.1.1
Wind
TAS 114
2011
1504.7
Impact
FM 4470
2012
1507.11.2
Physicals
ASTM D6162
2008
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTM D6164
2011
1507.11.2
Physicals
ASTM D6222
2011
3. REFERENCES:
gntitt
Examination
Reference
Date
Enti
Examination
Reference
Date
ACRC (TST4671)
TAS 114
ACRC 06-041
11/10/2006
FM (TST1867)
FM 4470/4474
797-05748-267
08/10/2010
ACRC (TST4671)
TAS 114
ACRC 06-042
11/14/2006
FM (TST1867)
FM 4470/4474
3040738
11/16/2010
ACRC (TST4671)
TAS 114
ACRC 06-043
11/16/2006
FM (TST3867)
FM 4470/4474
3036960
11/30/2010
ACRC(TST4671)
TAS 114
ACRC 006-044
11/16/2006
FM (TST1867)
FM 4470/4474
797-06129-267
01/13/2011
ACRC(TST4671)
TAS 114
ACRC 06-048
12/21/2006
FM (TST1867)
FM 4470/4474
797-06177-267
03/16/2011
ACRC (TST4571)
TAS 114
ACRC 06-049
12/22/2006
FM (TST1867)
FM 447OM74
797-06540-267
06/21/2011
ACRC (TST4671)
TAS 114
ACRC 06-050
12/28/2006
FM (TST1867)
FM 4470/4474
797-0680 267
09/29/2011
ACRC(TST4671)
TA5114
ACRC07-006
01/17/2007
FM (TST1867)
FM 4470/4474
797-07038-267
01/10/2012
ACRC(TST4671)
TA5114
ACRC07-018
04/20/2007
FM (TST1867)
FM 4470/4474
797-07073-267
01/19/2012
ACRC(TST4671)
TAS 114
ACRC07-028
05/08/2007
FM (TST1867)
FM 4470/4474
3038128
07/26/2010
ACRC (TST4671)
TAS 114
ACRC 07-030
05/09/2007
FM (TST1867)
FM 4470/4474
3040738
11/16/2010
ACRC(TST4571)
TAS 114
ACRC07-032
05/10/2007
FM (TST1867)
FM 4470/4474
3MIS35
06/09/2011
ACRC(TST4671)
TAS 114
ACRC07-033
05/10/2007
FM (TST1867)
FM 4470/4474
3G44688
03/01/2012
ACRC(TST4671)
TAS 114
ACRC07-041
08/31/2007
FM(TST1867)
FM 4470/4474
797-07198-267
03/01/2022
ACRC(TST4671)
TAS114
ACRC07-044
09/05/2007
FM (TST1867)
FM 4470/4474
3G44688(Re-Issue)
03/16/2012
ACRC(TST4671)
TA5114
ACRC07-047
09/07/2007
FM(TST1867)
FM 4470/4474
3044541
04/04/2012
ACRC (TST4671)
TAS 114
ACRC 07-081
01/10/2008
FM (TST18671
FM 4470/4474
3044862
05/11/2012
ACRC (TST4671)
TAS 114
ACRC 07-082
01/11/2008
FM (TST1867)
FM 4470/4474
3043900
08/16/2012
ACRC (TST4671)
TAS 114
ACRC 08-024
04/18/2008
FM (TST1867)
FM 4470/4474
3046280
08/22/2012
ACRC (TST4671)
TAS 114
ACRC 08-034
05/19/2008
FM (TST1867)
FM 4470/4474
3046388
09/24/2012
ACRC (TST4671)
TAS 114
ACRC OB-044
07/01/2008
FM DST3867)
FM 4470/4474
3041769
09/27/2012
ACRC (TST4671)
TAS 114
ACRC 11-G43
08/08/2011
FM DST3867)
FM 4470/4474
3046403
09/28/2012
ACRC (TST4671)
TA5114
ACRC 11-046
08/09/2011
FM D513867)
FM 4470/4474
3046054
22/21/2012
ACRC(TST4671)
TA5114
ACRC11-048
08/10/2011
FM (TST1867)
FM 4470/4474
3MG081
02/13/2013
ACRC(TST4671)
TAS 114
ACRCll-049
08/10/2011
FM D511867)
FM 4470/4474
797-08216-267
04/11/2013
ACRC(TST4671)
TAS 114
ACRC11-050
08/11/2011
FM (TST1867)
FM 4470/4474
3048122
04/29/2013
ACRC(TST4671)
TAS 114
ACRC11-051
08/11/2011
FM (TST1867)
FM 4470/4474
3047104
OS/10/2013
ACRC(TST4671)
TAS 114
ACRC 11-052
08/12/2011
FM(TST1867)
FM 4470/4474
797-08263-267
05/23/2013
ACRC (TST4671)
TAS 114
ACRC 11-053
08/17/2011
FM (TST1867)
FM 4470/4474
797-08164-267
05/23/2013
ACRC(TST4671)
TA5114
ACRC11-054
08/17/2011
FM(TST3867)
FM 4470/4474
3047237
07/15/2013
ACRC (TST4671)
TAS 114
ACRC 12-015
04/24/2012
FM (TST1867)
FM 4470/4474
797-08670-267
09/16/2013
ACRC (TST4671)
TA5114
ACRC 12-026
05/10/2012
FM (TST1867)
FM 4470/4474
797-08873-267
11/26/2013
ACRC(TST4671)
TAS 114
ACRC 12-034
08/10/2012
FM CW1867)
FM 4470/4474
3048871
12/11/2013
ACRC(TST46711
TAS 114
ACRC 12-035
08/13/2012
FM (TST1867)
FM 4470/4474
3048066
12/23/2013
ACRC(TST4671)
TAS 114
ACRC 16-002
03/04/2016
FM OW1867)
FM 4470/4474
797-09016-267
12/17/2013
ERD (TST6049)
TA5114/FM4474
01880.09.03
09/10/2003
FM (TST1867)
FM 4470/4474
3049496
22/19/2013
ERD(TSrGD49)
TAS IWFM4474
01516.04.06
04/20/2006
FM DST1867)
FM 4470/4474
3049601
01/29/2014
ERD (TST6049)
TA5114/FM4474
4482.10.97-1
12/0Zf2006
FM (TST1867)
FM 4470/4474
797-09984-267
20/28/2014
ERD (TSM049)
TAS 114/FM4474
134280 V+B.10.06-R1
12/06/2007
FM (TST1867)
FM 4470/4474
797-09987-267
10/28/2014
ERD CM6049)
Physical Properties
G6850.08.08
08/01/2008
FM DST3867)
FM 4470/4474
797-10017-267
11/06/2014
'ERD (TST6049)
Physical Properties
G6850.08.084
08/29/2008
FM (TST1867)
FM 4470/4474
RR205568
06/15/2016
ERD (TST6049)
Physical Properties
G6850.10.08
10/06/2008
FM (TST1867)
FM 4470/4474
RR205474
08/31/2016
ERD (TST6049)
Physical Properties
G6850.11.08
11/05/2008
FM DST3867)
FM 4470/4474
3059483
12/09/2016
NEMO ETC, LLC Evaluation Report 03506.11.04-R22
Certificate Of Authorization N32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5680-R22
GAF Modified Bitumen Roof Systems Revision 22:10/17/2018
Page 2 of 6
21)
gntitt
Examination
Reference
Date
Enti
Examination
ERD(TST6049)
Physical Properties
G12210.06.09
a8/03/2009
FM (TST1867)
FM 4470/4474
ERD(TST6049)
Physical Properties
G12210.01.30
01/08/2010
FM (TST1867)
FM 4470/4474
ERD(TST6M9)
Physical Properties
G31360.03.10
03/31/2010
FM(M1867)
FM 4470/4474
ERD(TST6049)
Physical Properties
G33470.01.11
01/13/2011
FM (TST1867)
FM 44701"74
ERD(TST6D49)
TAS 114/FM4474
G36780.07.11-RS
07/18/2011
FM(TST1867)
FM 4470/4474
ERD(TST6049)
Physical Properties
G40620.07.12-2
07/17/2012
FM OV1867)
FM 4470/4474
ERD(TST6D49)
Physical Properties
G43190.11.13-1
11/15/2013'
FM (TST1867)-
FM 4470/4474
ERD(TST6049)
Physical Properties
G40630.01.14-1
01/06/2014
FM (TST1867)
FM 4470/4474
ERD(TST6049)
Physical Properties
G40630.01.14-2A
01/07/2014
IRT(TST7408)
TAS 114
ERD(TST6M9)
Physical Properties
G40630.01.14-2A-1
01/07/2014
IRT(TST7408)
TAS 124
ERD(TST6049)
Physical Properties
G40630.01.14-2B
01/07/2014
IRT(TST7408)
TAS 114
ERD(TST6049)
Physical Properties
G40630.01.14-2C
01/07/2014
IRT(TST7408)
TAS 114
ERD ITST6049)
Physical Properties
G43180.01.14-1
01/10/2014
IRT(TST7408)
TAS 114
ERD (TST6G49)
TAS 114/FM4474
SC8580.11.15-3
11/09/2015
IRT(TST7408)
TAS 114
ERD(TST6049)
TAS 114/FM4474
SC8580.01.16-1
01/20/2016
IRTITST7408)
TAS 114
ERD(TST6049)
Physical Properties
GAF-XI3285.02.17-2
02/08/2017
IRT(TST7408)
TAS 114
ERD(TST6049)
Physical Properties
GAF-SC13285.03.17A
03/01/2017
ITS CMT1558)
TAS 114
ERD(TST6049)
Physical Properties
GAF-SC13285.03.17A
03/08/2017
ITS(T5T1558)
TAS 114
ERD (TST6049)
Physical Properties
GAF-SC13105.03.17-R1
04/04/2017
M-D (CER1592)
TAS 124
ERD (TSTGD49)
Physical Properties
GAF-5C13285.03.17-5
05/23/2017
M-D (CER1592)
TAS 114
ERD (TST6049)
Physical Properties
GAF-SC15710.12.17-2
12/31/2017
M-D (CER3592)
TAS 114
ERD(TST6049)
Physical Properties
WF-SC16440.12.17
12/31/2017
MTI(TST2508)
Physical Properties
ERD (TST6049)
TAS 114/FM4474
GAF-SC16825.12.17-1
12/31/2017
MTI (TST2508)
Physical Properties
F-TEC(TST7393)
TAS 114
08-050187
04/28/2008
NEMO(T5T6049)
ASTM D6163
F-TEC(TST7393)
TAS 114
08-050188
04/28/2008
PRI (M5878)
Physical Properties
F-TEC(TST7393)
TAS 114
08-070077
07/25/2008
PRI(TST5878)
FM 4470/4474
F-TEC(TST7393)
TAS 114
08-070094
07/25/2008
PRI(TST5878)
FM 4470/4474
F-TEC(T5T7393)
TAS 114
08-050181R
04/01/2009
PRI(TST5878)
FM 4470/4474
F-TEC(TST7393)
TAS 114
08-050186
10/14/2008
PRI(TST5878)
FM 4470/4474
F-TEC(TST7393)
TAS 114
08-070126
10/14/2008
PRI (TSr5878)
FIA 4470/4474
F-TEC(TST7393)
TAS 114
08-070122
30/14/2008
PRI (TST5878)
FM 4470/4474
'F-TEC(TST7393)
TAS 114
08-070127
10/14/2008
PRI(TST5878)
FM 4470/4474
F-TEC(TST7393)
TAS 114
08-080077
11/17/2008
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470
IB9AB.AM
09/04/1997
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470
3007500
06/15/2000
PRI(TSTS878)
FM 4470/4474
FM (TST1867)
FM 1470
3005640
11/09/2000
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470
3008178
12/27/2000
PRI(TST5878)
FM 4470/4474
FM(TSTI867)
FM 4470
301021S
03/01/2001
PRI(TSTS878)
FM 4470/4474
FM(TST1867)
FM 4470
3009788
03/28/2001
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470
3011140
08/14/2001
PRI M5878)
FM 4470/4474
FM (TST1867)
FM 4470
3013614
05/06/2002
PRI (TST5878)
Criticality
FM CW1867)
FM 4470
3013798
01/10/2003
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470
3014547
05/22/2003
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470
3014692
08/05/2003
PRI M5878)
FM 4470/4474
Fly(TST1867)
FM 4470
3014960
03/05/2004
PRI(TSTS878)
FM 4470/4474
FM(T5T1867)
FM 4470/4474
3017250
04/05/2004
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3022139
05/26/2005
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3022508
07/20/2005
PRI M5878)
FM U70/4474
FM (TST1867)
FM 4470/4474
3025023
12/14/2005
PRI(TSr5878)
FM 1470/4474
FM (TST1867)
FM 4470/4474
797-02095-267
04/26/2006
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3023458
07/18/2006
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3028039
09/11/2006
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3024805
11/20/2006
PRI(TST5878)
FM 4470/4474
Fly(TST1867)
FM 1470/4474
3032388
10/30/2008
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3032695
10/30/2008
PRI(TSTS878)
FM 4470/4474
FM(TST1867)
FM 4470/4474
3032943
11/06/2008
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
3032811
12/11/2008
PRI(TST5878)
FM 4470/4474
-FM(TST1867)
FM 4470/4474
3033719
01/16/2009
PRI(TST5878)
FM 4470/4474
FM(TST1867)
FM M70/4474
3035864
06/03/2009
PRI(TST5878)
Criticality
FM (TST1867)
FM 4470/4474
3032172
06/12/2009
PRI(TST5878)
Criticality
FM (TST1867)
FM U70/4474
3035140
08/10/2009
PRI(TST5878)
FM 4470/4474
FM {TST1867)
FM 4470/4474
3036225
08/10/2009
PRI (TST5878)
FM 4470/4474
Fly(TST1867)
FM 4470/4474
3034978
09/17/2009
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
797-05447-267
04/13/2010
PRI(TST5878)
FM 4470/4474
FM(TST1867)
FM 4470/4474
797-OS487-267
05/12/2030
PRI(TST5878)
FM 4470/4474
FM (TST1867)
FM 4470/4474
797-05550-267
05/25/2010
PRI(TS175878)
FM 4470/4474
FM(TST1867)
FM 4470/4474
797-05538-267
05/25/2010
UL(QUA9625)
QualityAssurance
FM(TST1867)
FM 4470/4474
797-05594-267
06/01/2010
UL(QUA9625)
QualityAssurance
FM (TST1867)
FM 1470/41474
797-05695-267
07/15/2010
UL(QUA9625)
QualityAssurance
FM (TST1867)
FM 4470/4474
797-05683-267
07/21/2010
UL(QUA9625)
QualityAssurance
FM (TST1867)
FM 4470/4474
797-05687-267
07/21/2010
UL(QUA9625)
Quality Assurance
NEMO I etc.
Reference Date
RR208244
02/02/2017
RR208306
02/02/2017
RR208456
02/13/2017
3062588 (PLA)
08/01/2017
3055904 (letter)
20/03/2017
3055904 (data)
11/20/2017
Letter
02/13/2018
3061784
07/25/2018
00001
03/30/2000
00002
03/30/2000
01-039
01/24/2002
02-OD5
01/24/2002
02-014
03/26/2002
03-003
04/21/2003
03-004
D4/21/2003
04-008
01/26/2004
H9586.03-109-18
09/17/2018
H9586.04-109-18
09/17/2018
13-0617.20
09/05/2013
1}0307.02
09/26/2013
13-1007.09
01/30/2014
AX04C9A
06/05/2009
RX3009C
07/09/2009
4-GAF-18-001.07.18
07/31/2018
GAF-027-02-01
03/26/2002
GAF4M-02-01
09/16/2013
GAF434-02-03
09/16/2013
GAFA34-02-04
09/16/2013
GAF-436-02-02
03/06/2014
GAF436-02-03
03/06/2014
GAF436-02-04
03/06/2014
GAF436-02-05
03/06/2014
GAF-436-02-08
03/06/2014
GAF436-02-09
03/06/2014
GAF-549-02-01
08/08/2014
GAF-549-02-02
08/08/2014
GAF-559-02-01
10/16/2014
GAF-559-02-05
10/16/2014
GAF-559-02-06
10/16/2014
GAF-559-02-07
10/16/2014
GAF-559-02-08
10/16/2014
GAF-559-02-09
10/16/2014
GAF-559-02-11
10/16/2014
GAF-559-02-12
10/16/2014
GAF-559-02-13
10/16/2014
GAF-559-02-14
10/16/2014
GAF-559-02-15
10/16/2014
GAF-559-02-16
10/16/2014
GAF-559-02-17
10/16/2014
GAF559-02-18
10/16/2014
GAF-559-02-04-R1
03/04/2015
GAF-559-02-19
04/17/2015
GAF-746-02-05
12/15/2016
GAF-746-02-06
12/15/2016
GAF-755-02-01
02/02/2017
GAF-755-02-02
02/02/2017
GAF-755-02-03
02/02/2017
GAF-755-02-04
02/02/2017
GAF-743-02-01
09/14/2018
GAF-743-02-02
09/14/2018
GAF-743-02-03
09/21/2018
GAF-743-02-04
09/21/2018
GAF-743-02-05
09/21/2018
GAF-743-02-06
09/21/2018
GAF-743-02-08
09/21/2018
GAF-765-02-02
09/21/2018
Inspection (AL)
11/07/2017
Inspection (CAI)
11/05/2017
Inspection(CA2)
01/25/2018
Inspection (GA)
01/25/2018
Inspection (IN)
01/10/2018
NEMO ETC, LLC Evaluation Report 01506.11.04-R22
Certificate of Authorization#32455 6TH EDITION (2027)FBC NON-HVHZ EVALUATION FL5680-1122
GAF Modified Bitumen Roof Systems Revision 22: 10/17/2018
Page 3 of 6
This Evaluation Report covers GAF Modified Bitumen Roof Systems i
installation instructions and the Limitations / Conditions of Use herein.
ONEMOIetc.
in accordance with GAF published
— ----Type- - -
TABLE 1: ROLL -GOODS FOR GAF MODIFIED BITUMEN
- ------ Product -------
ROOF SYSTEMS
-- --- _Specification_
Reference
Type
Grade
GAFGLASs #75 Base Sheet
ASTM D4601
II
N/A
Tri-Ply® #75 Base Sheet
ASTM D4601
II
N/A
GAFGLAS® #80 Ultima" Base Sheet
ASTM D4601
II
N/A
Base Sheet
StormSafe"• Anchor Sheet
Proprietary
N/A
N/A
GAFGLASo Stratavent® Nailable Venting Base Sheet
ASTM D4897
II
N/A
GAFGLASe Stratavent® Perforated Venting Base Sheet
ASTM D4897
II
N/A
Liberty'" SBS Mechanically Attached Base Sheet
Proprietary
N/A
N/A
GAFGLAS® Ply 4
ASTM D2178
IV
N/A
Ply Sheet
Tri-Ply® Ply 4 Ply Sheet
ASTM D2178
IV
N/A
GAFGLAS® FlexPly— 6
ASTM D2178
VI
N/A
LiberWm SBS Self -Adhering Base/Ply Sheet
ASTM D1970
ASTM D4601
N/A
II
N/A
WeatherWatch® XT Mat Surfaced Leak Barrier
ASTM D1970
N/A
N/A
Ruberoid® SA Universal Base Sheet
ASTM D6163
I
S
Ruberoid® 20 Smooth
ASTM D6163
1
S
Smooth Surfaced
Ruberoid® HW 25 Smooth
ASTM D6163
I
S
Membranes:
Ruberoid® HW Smooth
ASTM D6164
I
S
Ruberoid® Mop Smooth
ASTM D6164
I
S
Ruberoid® Mop Smooth 1.5
ASTM D6164
I
5
Ruberoid® Mop Plus Smooth
ASTM D6164
II
S
Ruberoid®Torch Smooth
ASTM D6222
I
S
Tri-Ply® APP Smooth Membrane
ASTM D6222
I
S
Ruberoid®30 Granule
ASTM D6163
I
G
RuberoW 30 Granule FR
ASTM D6163
I
G
Ruberoid® Ener&Cap'" 30 Granule FR
ASTM D6163
I
G
Uberty' SBS Self -Adhering Cap Sheet
ASTM D6164
I
G
Ruberoids Mop Granule FR
ASTM D6164
I
G
Ruberoid® Mop Granule
ASTM D6164
I
G
Intec Flex PRF
ASTM D6164
I
G
Tri-Ply® SBS Granule Cap Sheet
ASTM D6164
I
G
Ruberoid® HW Granule
ASTM D6164
I
G
Ruberoid® HW Granule FR
ASTM D6164
I
G
Granule Surfaced
Membranes:
Ruberoid® Mop Plus Granule FR
ASTM D6164
II
G
Ruberoid® Mop Plus Granule
ASTM D6164
II
G
Ruberoid® EnergyCap'o Mop Plus Granule FR
ASTM D6164
II
G
Ruberoid® HW Plus Granule
ASTM D6164
II
G
Ruberoid® HW Plus Granule FR
ASTM D6164
II
G
Ruberoid® EnergyCap'" HW Plus Granule FR
ASTM D6164
II
G
Ruberoid°Torch Granule
ASTM D6222
I
G
Tri-Ply® APP Granule Membrane
ASTM D6222
I
G
Ruberoid® Torch Plus Granule FR
ASTM D6222
II
G
Ruberoid® EnergyCap'" Torch Granule FR
ASTM D6222
I
G
Ruberoid® EnergyCap- Torch Plus Granule FR
ASTM D6222
II
G
NEMO ETC, LLC
Ceniiicate o)Authori:ntion#32455 6- EDMON(2017) FBC NON-HVH2 EVAWAT1ON
GAF Modified Bitumen Roof Systems
Evaluation Report 01506.11.04-1122
F1.56800.1122
Revision 22:10/1712018
Page 4 of 6
ONEMOletc.
5.1 This is a building code evaluation. Neither NEMOI etc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 _ This Evaluation Reportisnotforusein HVHZjurisdictions_
5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 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.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for
the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordancewith FBC Chapter
16. 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 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 Data Sheet 1-29 (January 2016)
for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure forthe selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis
is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof 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 TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any
surface conditions exist that bring system performance into question, 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 shall
be conducted on mock-ups of the proposed new roof assembly.
5.11 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 ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
NEMO ETC, LLC Evaluation Report 01506.11.04-R22
Certificate of Authorizodon#32a55 61H EDITION(20171 FBC NON-HVHZ EVALUATION FL56B0-R22
GAF Modified Bitumen Roof Systems Revision 22: 10/17/2018
Page 5 of 6
ONEMOletc.
6.1 GAF Modified Bitumen Roof Systems shall be installed in accordance with GAF published installation instructions,
subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design
Pressure is the result of testing for wind load resistance_based_on allowable wind loads, and. reflects the ultimate_
passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC
1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 616204 QA requirements.
UL, LLC—QUA9625; (847) 664-3281
-THE 94-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 01506.31.04-R22
certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVH2 EVALUATION FL5680-R22
GAF Modified Bitumen Roof Systems Revision 22:10/17/2018
Page 6 of 6