HomeMy WebLinkAboutEVALUATION REPORTSCANNED
BY
NEMO I etc.
Cerajicare ofAurhortiallon 6324W
353 Christian Street, Unit #13
St. Lucie County Oxford, Cr 06478
(203)26279245
ENGINEER EVALUATE _ TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P32060.02.09-R24
2111 West Newport Center Drive FLS259-R28
Deerfield Beach, FL 33442 Date of Issuance:02124/2009
(954)233-1230 Revision 24:01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations goveming 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 Cade, Residential Volume. The products
described herein have been evaluated for compliance with the On Edition (2017) Florida Building Code sections noted
herein.
DESCRIPnoN:.Poiyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CoNnNUED COMPuANOE: 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 latation(s). NEMOI etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERMEMENr: The Evaluation Report number preceded by the words "NEMOleta Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. '
INSPECnoN: 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 14.
Prepared by:
Robert J.M. Nieminen, P.E. ma's` sTa a`?Er;l^
Florida Registration No. 59164 Florida DC'A ANE2983
The faa1mile seal appearing was authorized by Robert Nieminen,
RE on M/24/201& This does not serve as an electronically.
signeddoaimert
CERnFICATmN OF INDEPENOENrE:
1. NEMOIetc. 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. NEMOI eta 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 building code evaluation. Neither NEMOI eta 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.
ONEMOJetc.
Rommis COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement, Roof Underlaymerlts, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the & Edition (2017) Florida Building Code through testing in accordance with the fallowing Standards.
Compliance Is subject to the Installation Requirements and Unnitat)ons/ Conditions of Use set forth herein.
2. SrANDARDs:
Section
Property
Standard
Year
15043.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 3507.L3
Physical Properties
ASIM D226
2009
1507.2.4/ 1507.L1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D6264
2011
1507AL2
Physical Properties
ASTM D6222
2011
TAS 210
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
Entft
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PR101111
04/08/2002
PRI (TST5878)
Physical Properties
PUSA-005-02-01
0IM312002
PRI(TSr5878)
Physical Properties
PUSA-01342-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
FRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/20(2
PRI (1ST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI M75978)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUS/W33-02-01
01/12/2005
PRI (TST Mg)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (ISr 5878)
Physical Properties
PUSH-055-02-02
12/30/20(Y7
PRI (TST5978)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02.01
02/22/2008
PRI (TST5878)
Physical Properties
PUSA-M-02-01
04/14/2008
PRI (TST 5979)
Physical Properties
PUSA-088-02-01
07/29/2009
MTl MT 2508)
Physical Properties
MOH7A
04/03/2008
MTI (TST 2508)
Physical Properties
RX14E8A
OS/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/20DO
ERD(TST 60491
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
3.1776.05.02
01/16/2003
07/14/2603
ERD (rST 61149)
Physical Properties
02200.07.03
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (1ST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD(TST 6049)
Wind Uplift
P9260.03.08
03/21PODS
ERD (rST 6049)
Physical Properties
. P13450.08.09
08/13/2009
ERD.(T5r6049)
Wind Uplift
P30540.11.09-RS
12/3012009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD M6049)
Wind Uplift
P11030.11.09-2
11(30/2009
ERD (rST 6949)
Physical Properties
P11030.11.09-3
11/30/2009
06/25/2010
ERD(TST6049)
Physical Properties
P33360.06.10
03/02/2031
ERD (TSi6D49)
Physical Properties
P33370.03.11
04/26/2011
ERD(TST 6049)
Physical Properties
P33370.04.11
10/19/2011
ERD(IST6049)
Physical Properties
P37300.30.11
Evaluation Report P12060.02A9-R24
NEMOETC, L1G
ttr[IPmojAUMvimaanp32ass.
fe
VHZ EVALUATION
Paiygios Roof UndeHllaymext:1954)233-1230
Revision 24:0 S
Page 2 of 14
Entity
ERD [W 60491
ERD (TST 6049)
ERD M76049)
ERD (TST 604M)
ERD W 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (rST 6049)
ERD (TST 6049)
ERD (TSf 6049)
ERD MT 6049)
ERD (W 6049)
ERD (T5T 6049)
ERD (TST 6049)
ERD (W 6049)
ERD CM 6049)
ERD ((ST 5D49)
ERD (TST 60491
ERD (TSf 60491
ERD (TST 6049)
ERD (IST 6049)
ERD (TST 6049)
ERD M7 6049)
ERD (M 6049)
ERD (TST 6049)
.ERD (TST 6049)
ERD (TST 6049)
ERD MT 6049)
ERD (TST 6049)
ICGES (EVL 2396)
'MWmi-Dade (CER 1592)
Powlass USA
Polyglass USA
Polyglass USA
U4 U.C. (QUA962M)
4. PRODUCT DESCRIPTION:
Examination
Physical Properties
.Physical Properties
Physical Properties
Wind UPI*
Physical Properties
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wlnd Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Ptryslcal Properties
Physical Properties
Physical Properties
IBCCompliance
HVHZ Compliance
Manufacturing Affidavit
P/LAffidzWt
Materials Affidavit
4uefity Control
ii--M aiiiwTlvpastene3.Ftedeilairmeitis
Reference
P40390.08.12-1
P40390.08.12-2
C42420.09.12-3
P39680.03.23
P45370.04.13
P173&02.07-R2
11757.04.01-1-R1
P41630.08.13
P1175L05.03-R1
P117BL11.03-R1
P4S270.05.14
6020.07.14-1
6020.09.14-2
6020.09.14-3
6020.09.14-4
6020.09.24-5
602MO9.14-6
P46520.10.14
P43290.10.14
PLYG-SC7550.03.15
P40390.04AS
P44360.10.14-R1
PLYG-SCS011O.O5.15.1
PLYG-SC8905.05.15.1
PLYC,SCSOSO.07.16
PLYG-SC12025.10.16
PLYGSC13040.12.16
PLYG-SC11900.03.17
PLYG-SC12115.0&17
ESR-1697
NOA 34-0717.09
Products Current
MuI&Hide Cross Ltg
Polysdck SA Compound
Service Confirmation
4.1.1 Elastobase Is a fiberglass reinforced, slas moomeo bitumen Due sneer.
4.12 Elastobase P)s a polyester -reinforced; SBS modified bitumen base sheet
4.13 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet
fkmojetc.
Date
08/06/2012
DB/U7/2012.
09/11/2012
03/04/2013
04/26/2013
04/29/2013
04/30/2013
08/06/2033
11/26/2023
11/26/2033
05/12/2014
09/08/2014
09/08/2014
09/08/2034
09/08/2014
09/08/2014
139/08/2014
10/03/2014
10/17/2014
03/24/2015
04/03/2015
05/18/2015
05/20/2025
OS/17/2M6
07/16/2016
30/12/2016
12/27/2016
03/10/2017
09/08/2017
11/01/2014
01/22/ OIS
02/18/2009
03/OV2008
08/18/2011 '
EXP.10/05/2018
42.1 Polystick MTS or Polysdck MIS PLUS is a nominal 60-mll thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/fRI April 2012.
4.2.2 Polietirk IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM 01970.
i* 4.2.3 PolystickTU Plus Is a nominal 80-mll thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO EIY, U.C. Evaluation Report P32060.02A9-R24
r<rtb%=jAWmdmNrnn2455 61e EDITION (2017) FSC NON4WHZ EVALUATION FLSZM-R23
Putyglaa Roof UnderlaymeM, (954) Z33-1230 ReAsion 24: 01/24/2MO
Page 3 of 24
ONEMOJetc.
4.24 Polystick TU P Is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystck Dual Pro'" Is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D3970.
4.2.8 Polystick Tile Pm7m is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meetsASTM D1970 and FRSA/TRI April 2012.
4.29 Polystick MU-X is a nominal 54-mil thick, dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC198 and physical requirements of ASTM D2970 (See Section
5.8).
4.3.1 .Elasto8ex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex 6 TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Gass M) in the `Single. Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened file roof systems or Hot Asphalt applied "Cap Sheet" in the 'Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems.
4.32 EfastoRex SG G and Elastoflex S6 G FR are polyester reinforced, SRS modified bitumen cap sheets; meetASTM D6164.
Etastoffex S6 G and Elastoflex S6 G FR are 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 tile roof systems.
Elastoflex S6 G Is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/rRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex 56 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/rRl.April 203.2 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and PoWex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheer in the'rwo Ply System" from FRSAfM April 2012
(044.2) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet° in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
s. uaRrranoNs:
5.2 This is a building code evaluation. Neither NEMDIetc. 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 Report Is not for use in the HVHZ.
5.3 Fire Classification Is not part of this Evaluation Report refer to current Approved Roofing Materials Directory for fire
ratings of this product.
b.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product Is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering..
NEMO ETC, LLG Evaluation Report M2060.02D9-R24
Wn?cate1fAethe&atbne9245S 6EDmON(Za17) FBC NON-HVHZ EVALUATION FUM594UB
Pulyglass Roof Underlayments; (954) 233-IM Revision 24:01/2412018
' Page4of14
ONEMOletc.
5.5 Allowable Roof Covers:
Underlayment
AsphaltShingies,
Na1FOn The
Foanl-On The
Metal
Wood Shakes
&Shingles
Slate
Elastobase
Yes
Yes
lanesen In ZpNe wm)
Yes
laemsheet In1-plysynem)
Yes
Yes
Yes
Elastobase P
Yes
Yes
sheer In2.pNm ml
Yes
lea=Sheetb z-pygamml
Yes
Yes
Yes
Polyglas G2 Base
No
Yes -
loam senlnz•pNsym:ml
Yes
alemSheetNl4Y proem)
No
No
No
PolygiasAPPBase
No
Yes
(earn slxeelnz-pN Ns�eml
Yes
lasmShenmzyNa+mm)
No
No
No
Polystick Mrs or Mrs PLUS
Yes
Yes
No
Yes
Yes
Yes
PolysUck IR•Xe
Yes
No
No
No
Yes
Yes
PolystlrkTUP
No
Yes
Yes (See 55.1)
No
No
No
Polystick-TU.P1us.___
_Yes
Yes
Yes (See 55.1)_
_des._ _ _ _
Yes _
Yes
kPSlystlSkJ9.NIaz; . -
-. No
Yes:
Yes (See Sall
`_ .Yes
No
No
Polysdrk Dual Pro
Yes
—�fo
`—No
Yes
Yes
Yes '
Pol ckTRe Pro
Yes
Yes
Yes (See 55.1)
Yes
Yes
Yes
PoWck MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex 566
Yes
Yes
Yes (See55.1)
No
Yes
Yes
Elastoflex S5 G FR
Yes
Yes
No
No
Yes
Yes
Elaswflex G TU
Yes
Yes
Yes (See 55.1)
No
Yes
Yes
powexG
Yes
Yes
Yes (See 55.1)
No
Yes
Yes
PolyflexG FR
Yes
Yes
No
No
Yes
Yes
Polytiex SAP or SAP FR
Yes
Yes
Yes (See55.1)
Nc
Yes
Yes
MUle,Hide SA-APP Cap Sheet
or SA-APP rap Sheet (FR)
Yes
Yes
Yes (See 551)
No
Yes
Yes
5.5.1 `Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
. •.. TAor9,7ltAuoWA9�E'Du:�lnNesliE/UdDEBsnYMa,IT..
Adhesive .
Flodda Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
FL14506
PolystickTU Plus, PolystickTU Max
Tile Adhesive
DowTIeBOnd-
FL22525
PolystickTU P, Polystick rU Plus, Polyflex SAP or Tile Pro
PolystickTU P, PoWck TU Plus, PolystickTU Max, PolystickTile Pro,
ICP Adhesives Polysete AH-160
FL6332
Elastoflex G TU, Elastofiex S6 G, Polyflex G, Polyflex SAP, Pc"ex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule-Mde SA-APP Cap Sheet (FR)
POlYstick TU P, Polystick TU Plus, Polystick TU Max, PolystickTile Pro,
rICP Adhesives Polyset®RTA-1
FL6276
Elastoflex GTU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA APP Cap Sheet (FRI
x Refer to Tile Manufacturers orAdheslve Manufacturer's Florida productApprovol for Overturning Moment Resistance Performooce
NEMO ETC, U.C. Evaluation Report P32060.02A9-RZ4
[eruJlpme ofAurhprava"n p3W55 6TM EDIOON(2017) FBC NONasvN2EVAWATION FL5259611213
Palyg= Roof undedayments; 1954) 233-1230 Revision 24: 01/24/2018
Page 5 of 14
ONIEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
D New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D42 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should he cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex GTU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
D ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
D ASTM D41 primed structural concrete.
5.62 Band -to -Insulation:
Polystick (all variations), Pclyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
D ASTM C1289, Type 11, Gass 1 polyisucyanurate or Type V polyisocyanurate-composite Insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastaflex G TU, Elastoflex S6 G or Elastaftex 56 G FR In hot asphalt to:
D Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
D, ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
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 tile
systems, Insulation attachment shall be designed by a qualified design professional and installed based an testing of
the Insulation/undedayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type 1 or 11 felt, Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex 56 6 or Elastoflex S5 G FR In hat asphalt to:
D ASTM D226, Type I or 11 felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Palyflex G or Polyflex G FR torch -applied to:
D Elastobase, Elastabase P, Mule -Hide Nall Base, Polyglass G2 Base or Palyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For Installations under foam -an tile systems, base layer shall be attached per minimum
requirements of FRSA/iRI April 2022 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 15043.1.
Nemorm l<t Ewluanon Report PIMa.02D9-R24
ovnffmre nrAuNwhntbna.�a55 di' EDMON 12at7l F6a NON4MU EVAOIATON FLSZ594US
Paryg= Roof Underlaymems; (9341233-173a ReAsIon 24: ai/74/2019
Page 6 of 24
ONEMOJetc.
5.6.4 Wind Resistance for Underlavment Systems in Foam -On 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 are not
addressed In FRSA/TRI April 2022 (04-22) and are used in foam -on file 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 3.5049 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-90 psF.
Deck Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer. None
Base Ply: (Optional) Polysdck MTS or PolysUck MTS PLUS, selfadhemd.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyliex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#2 Maximum Design Pressure =-97.5 psf:
Deck: Min.15/32-inch plywood 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.
Undedayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1W ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-105 nsf:
Deck Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), setfadhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1YO ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-Inch o.c.
#4 Maximum Design Pressure =-135 psf:
Deck: Min.15/324nch plywood to meet projectrequirements to satisfaction of Authority Havinglurisdiction.
Primer: (Optional) PG100 orASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Johns: Min. 4-inch wide strips of Elastaflex SA-V over all plywood joints.
Underlaymerm Polystick TU P, PolystickTU Plus, Poystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer. PG100 orASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlaymen: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#6 Maximum DesiimPressure =-627-5
Deck: structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer. PG100 orASTM D41
Undedayment: Elastoflex G TU or Elastall" S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure=-30.0psfy:
Deck: Min. 15/32inch OSB to meet projectrequirements to satisfaction of AuthorityHaving.lurisdlctlon.
Base Sheet. Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 Be. x 1.25-Inch long x 1-inch head diameter round metal up nails
Spacing: &Inch o.ca at the 3-Inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Undedaymem: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, LLG Evaluation Report P12060.0109-R24
Ovulita:e c/Aurhorrm #32455 6rx EDITION CM171 FBC NON-Hwr1 EVALUATION HS2S9-R28
Polyglm Roof Undedayments, 1954) 233-1230 Re,ision 24: 01/24/2038
Page7 of 14
ONEMOJetc.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-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 1.25-4nch long 1-inch head diameter round metal rap nails
Spacing: 6-inch o.c at the 3-Inch wide side laps and 6-Inch o.c at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment- Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP Fit, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#9 Maximum Desien Pressure =-37.5 psf
Deck: Min.19/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) ortwo (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-Inch o.c at the 3-Inch wide side laps and 12-inch o.c at two (2) equal ly spaced staggered center rows.
Underlayment: Elastaflex G TU or Elastoflex SS G, applied In full mopping of hot asphalt
#10 Maximum Design Pressure =-45 nsf
Deck: Min.19/32-Inch plywood to meet project requirememsto satisfaction of Authority HavingJurisdiction.
Base Sheet: One (1) layer ASTM D226, Type I I felt
Fasteners: 11ga.x1.25-inchx3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch cilametertincaps
Spacing. 4-inch mm at the 2-Inch wide side laps and 4-inch o.c at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Palyfiex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), setf-adhered or Elastofleic G TU, applied In full mopping of hot asphalt
#11 Maximum Design Pressure =-45 psf*
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction..
Base Sheet: Two (2) layers ASTM 0226, Type It felt
Fasteners: 11ga. x 1.25-Inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin mps
Spacing: 9-inch a.c at the 2-inch wide side laps and 9-Inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or EJasto hex G TU or Elastoflex S6 G, applied in full mopping of hot
asphalt
#12 Maximum Design Pressure=-45 psf..
Deck: Min.15/324nch plywood to meet Project requirements to satisfaction of Authority Having.lurisdicrion.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied rap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c at the 24nch wide side laps and 18-Inch o.c. at two (2) equally spaced staggered center rows.
Underlayment Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Deslen Pressure=-52.5 psf:
Deck: Min.15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastabase(sanded top surface for hot -asphalt or torch -applied rap or poly -film surface fortorchapplied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-Inch o.c at the 2-Inch wide side laps and 12-Inch c.c. at two (2) equally spaced staggered center rows
Underlayment: Wastaflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design Pressure=-525
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base(pcly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: S-Inch o.c at the 3-inch wide side laps and Smirch o.c at four (4) equally spaced staggered center rows
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. -
Underlayment: Polystick TU P, PolystickTU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-1124
Qrnittmte ofpudimimtbn 032455 6r" EDITION (20171 FHC NON-HVH2 EVALUATION FL5259-R28
Palyglas Roof Underlaymems; (954) 233-1230 Revlsion 24:01/24/2018
Page 8 of 14
ONEMOJetc.
#15 Maximum Design Pressure =-52.5 psf:
Deck Min. 15/324nch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction. '
Base Sheet Elastobase(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c at the 34nch wide side laps and &Inch o.c at four (4) equally spaced staggered center rows.
Underlayment Elastaflex G TU or Elastaflex S6 G, applied in full mopping of hot asphalt or Polyfiex G, torch -applied.
#16 Maximum Design Pressure=-60 osf:
Deck: Min.19/32-Inch plywood to meet projectrequiremems to satisfaction of Authority Havingludsdaction.
Base Sheet Elastobase(sanded top surface for hot -asphalt ortorchappiaed cap or poly -film surfacefor torchapplied cap)
Fasteners: 11 ga. x 325-Inch long x 3/84nch head diameter annular ring shank roofing nails at 1-5/0-Inch diametertin caps
Spacing: 8-Inch o.c. at the 4-Inch wade side laps and 84nch o.c at three (3) equally spaced staggered center rows.
Undedayment: Elastoflex G TU or Elastoflex 56 G, applied In full mopping of hot asphalt or Polyflex G, torchapplled.
#27 Maximum Design Pressure =-60 psf:
Deck Min.19/32-inch plywood to meet project requirementsto satisfaction of Authority Havinglurisdiction.
Base Sheet Elastobase(sanded top surface for hotasphalt or torch -applied cap or poly -film surface for torchapplied cap)
Fasteners: OMG#12 Standard Roofgrap with OMG Flat Bottom Metal Plates
Spacing: 12-Inch o.c. at the 4-Inch wide side laps and 12-inch o.c, at two (2) equally spaced staggered center rows.
Underlayment: Elastaflex G TU or Elastogex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure =-67.5 psf.
Deck Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet Polyglass G2 Base or Polyglass APP Base (requires use of torchapplied undedaymentj
Fasteners: 12 ga. x 125-Inch long x 3/84nch head diameter annular rang shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wade side laps and &Inch o.a at four (4) equally spaced staggered center rows.
Undedayment: Elastoflex G TU or Elastoflex 56 G, applied In full mopping of hot asphalt or torch- applied or Palyflu G, torch -
applied.
#19 Maximum Design Pressure =-75 psF.
Deck Min. 25/32-inch 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 underloyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 34nch Insulation Plates or Simplex MA)O( Cap
Fasteners
Spacing: 1114nch o.c. at the 4-Inch wide side laps and 104mch o.c. at three (3) equally spaced staggered center rows.
Undedayment Elastoflex G TU or Elastoflex S6 G, applied In full mapping of hot asphalt or Larch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure=-90 psf:
Deck: Min.15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet Elastobase(sanded top surface for hotasphalt ortorch-applied cap orpoly-film surfacefortorch-applied cap)
Fasteners: Simplex MAxX Cap Fasteners
Spacing: 6-inch o.c atthe 2-inrhwide side lapsand 6-inch o.c. attwo (2) equally spaced staggered center rows.
Underlayment: Elastall" G TU or Elastoflex S6 G, applied in full mapping of hot asphalt or Polyflex G, torchapplied.
#21 Minimum Design Pressure =-90 psh
Deck. Min.15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction.
Base Sheet Elastobase(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torchapplied'cap)
Fasteners: OMG #32 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3' Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: &inch o.c atthe 44nch wide side laps and&inch o.c at three (3) equally spaced staggered center rows.
Underiayment Elastoflex G TU or Elastaflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure=-90 psF
Deck: Min.35/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sandedtop surface)
Fasteners: Trufast#12 DP orTrufast #24 HD with Trufast 3' Metal Insulation Plates
Spacing: 64nrh a.c at the 4-Inch wide side laps and 6-Inch o.c at three (3) equally spaced staggered center rows.
Underiayment Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt.
NEMO ETC, LLc Evaluation Report P32060.02.09-RZ4
CeAfmM CfAutfmmaoe#32455 67 EDMON(2017)FBCNONJNHZEVAl.UATION =5 59'FaB
Polyglass Roo} Underlayments; (9541234-t23a. Revision 24: DIJ2412018
Page9of14
ONEMOJetc.
#23 Maximum Design Pressure=-90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet Polyglass G2 Base or Polyglass APP Base (requires use of tord"ppiled underlayment)
Fasteners Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Hat Bottom Plates (AccuTrac), Trufast HD with Trufast 34nch Insulation Plates or Simplex MAxX Cap
Fasteners
Spacing: 94nch o.c. at the 4-Inch wide side laps and 9-Inch o.c. at four (4) equally spaced staggered center rows.
Underlayment Elastoflex G TU or Elastoflex 56 G, applied In fug mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#24 Maximum Design Pressure=-97.5 osf:
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: 12 ga.x1.25-inchx3/8-Inch head diameter annular ring shank roofing nails at l-Sig-Inch diameter tin caps
Spacing: flinch o.c at the 4-inch wide side laps and flinch a.c at four(4)equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure = 405 osf:
Deck: Min. 15/324nch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hotasphalt or torch-applled cap or poly -film surface for torch -applied cap)
Fasteners: Slmplex MAXX Cap Fasteners
Spacing: 6-lnch o.c at the 2-Inch wide side laps and 6-Inch o.c at three (3) equally spaced staggered center rows.
Underlayment Elastoflex G TU or Elastoflex SG G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Desfim Pressure = -117.5 1)
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.x1.25-fnchx3/8-inch head diameter annular ring shank rooting nails at 1-5/8-inch diameter tin caps
Spacing: 6-Inch o.c at the 4-Inch wide side laps and 6-Inch mc. at four (4) equally spaced staggered center rows.
Primer. PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS or Polystick MTS PLUS, self -adhered
Underlayment'. Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#27 Maximum Design Pressure=-120osf:
Deck: Min. 15/324nch plywood to meet project requiremenrsto satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3' Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing. 6-Inch o.c at the 4-Inch wide side laps and 6-inch o.c at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S5 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure=-120 osf:
Deck: Min.15/324rich plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastolose(sanded top surface)
Fasteners: Trufast#32 DP orTrufast #14 HD with Trufast 3" Metal Insulatlon Plates
Spacing. 6-Inch o.c. at the 4-Inch wide side laps and 6-inch o.c at five (5) equally spaced staggered center rows.
Underlayment Elastoflex G TU or Elastoflex S6 G; applied In full mopping of hot asphalt
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on the systems carry a Maximum
Design Pressure of -45 psf.
NENIO ETC, LLC Evsluatlan Report P12060.02.09-R24
rrUjiloe af4uNftnaWon 932455 0 MIT ON(2017)FBC NON-HVt6 EVALUATION R3259-R7e
Polyglass Roof Undedayments; (954) 233-IM Revision 24: M/24/2018
Page I0 of 14
ONEMOletc.
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/rRJ April 2012 (04-12), Appendix A, Table 3A.
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
designed 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 1-29 (January
2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer, than 90-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
longerthan 180-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 30
days.
Elastoflex 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 adhesive -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 1 of ASrM D1970-15, should be established as to slip resistance.
5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment In direct -deck the 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.
,; .• . ..; .,:�,.: .:,''.::L.tetf„R,a.Tare.Survarfl`[i1vMx ..,. :-: _ idixbNSFnRiD(iiFytit34eKYxs.INiTi)rfgiroNs.: `:%�:r �" �,:".
Undedayment
Tile Profile
Staging Method
Maximum Slope
Dastoflex G TU
Flat
10-tile stark
7:12
Lugged
&-tile stack (6 over 2)
6:12
Elastoflex S6 G or S5 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS or MTS PLUS
Flat
6-tlle stack (4 over 2)
5:12
Lugged
6-t1le stack (4 over 2)
412
PolysfickTile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
,Polystick-Tu. Max--'
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
&tile stack (4 overt)
7:22
Lugged
30-tile stack
6:22
PulockTUP
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4.12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
SG -tile stack
6:12
PolyflexG orG FR
Flat or Lugged
Mle stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4.12
NEMOEMUC. Evaxuadon Report P12060.02.09-R24
G,o7i rtjAu1*W&akn 032455 6TM ERMON(2017)FBC NON-WHZIEVALUATION FL5259472
PUIVSIM R4u} Underlaymmtr, (954) 233-1290 Revision 24: OIP412018
Page 11 of 24
ONEmojetc.
6. DWAWTIDN:
6.1 Polyglass Roof Underlayments shall be installed in accordance with PoWass published installation requirements
subjectto the Umitations setforth 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).
6.3 Elastabase,';EliStioba5e:1!:g[JU(ulefiilde�NatlHasg �'?�'s:`'' _
6.3.1 Non-TileAoalications:
Shall be installed in compliance with the codified requirements for ASiM D225, Type 11 underlayment in FBC Table
1507.L3 for the type of prepared roof covering to be installed.
Elastobase, Fastobase P or Mule -Hide Nag Base may he covered with a layer of Polystirk, Polvflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Flasto0ex S6 G FR in hot asphalt or Polyflex G or Polyflex 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 Tile Applications:
Elastobase, Flastobase 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 5.6.4herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
,6A; POIySYIC((.NF�S.i!( PFl,1.SnIRe e'�lll:P;TU. 1115�.TlYMai[;DY PI'0 ;1,§f l�.Id� Fh11U:.i('Q[:POlyflek3ARr:PQ e1(aSA, F"F${:
MulrHide5A�►PPCaP'SIreet�rillute-HrdeSA-APRCap;Sheet'(f[t)�;`.' :.-s.;.`"•.
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) undedayment
6.4.2
In FBC Table 1507.Lifor the type of prepared roof covering to be installed.
Direct -to -Deck withMechanically 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 Polygiass / Mule -
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 14nch
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 clever' on the face of
membrane. The head lap membrane is to cover the area being bark -nailed.
All seal -lap seams (selvage 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
(the sheet will overlap the fabric). in
view of Owlap Seam of Owl Pro and toe Pm
All over -fabric and over -granule end -laps shall have a 64nch wide, uniform layer of Polypius 50 Premium Modified
wet/Dry Cement or Poiyglass PGSW 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
NEMO M r1C. Evaluation Report P32060.02.09-R24
GanXfimre"fAAhmrm 03240 0 EUMON(2M7) FBCNON+IVlREVAIUAMCN FL459-RZB
Poly&= Roof undedaynamis; (954) 233-IM Revision 24.01/24/2018
Page 12 of 14
ONEMOjetc.
Repair of Polystick membranes Is to be accomplished by applying Polyplus 50 Premium Modified Wet/ory Cement or
Polyglass; PG506 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
minimum of 404b weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min.28111 roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed forPolvstkk Dual P% IR Xe or Polystick Mf/ X):
Reference is made to FRSA%TRI April 201Z (04-1Z) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline '
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1
For adhesive-settile applications, refer to Section 5.5A herein.
6.4.4 Two (2) Ply Underlayment Systems:
Potpdck AM or MTS PLUS followed by Polystick MTS, MTS PWS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attached 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 Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use
under foam -an tile systems. Limits of use are those associated with the top -layer material. This is not a requirement,
but is allowable if a 2-ply undedayment system is desired.
Elastoflex G TU, Ele stoflex S6 G or Elastoflex S6 G FR shall be installed In compliance with current Polyglass published
Installation requirements. For use in file applications:
✓ Elastaflex G TU is for use as an alternate to "Mineral Surface Hall Roofing" (ASTIVI D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet' in the " rwo Ply System" from FRSA/iR1 April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex SS G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) In the "Single Ply
System" from FASA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt
applied "Cap Sheet' In the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered the roof systems.
✓ Mastoflex 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 file roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Iwo Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6S.2 For hot -asphalt -applications, MastaRex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall he 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 Polyfiex G or PolyRex G FR shall be installed in compliance with current Polyglass puousnea Insianauon requirements.
For use in the applications:
✓ Polyflex G Is for use as an alternate to the Heat Applied "Cap Sheet' in the'Two Ply System" from FR5A/TRI April
2022 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheer in the "Two Ply System" from FRSA/TRI
April 2012 (04.22) beneath mechanically fastened the roof systems (Base Sheet Limited per 5.6.3).
NEMO ETC, U.C. Ewivaaon Report 1332050.07D9-1174
Cearauto OfAWmUp 03Z455 6F31mON(20171 F13CNON-NVIR EVALUATION FL5759-R28
PotMbss Rod Underlaymrd%(954)233-IM Revision 24:01/24/2018
Page 13 of 14
ONEMOjetc.
6.6.2 Polyflex 6 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 wide, offset minimum 3 feet from course to course. Side and end
laps shall be fully heat -welded and inspected to ensure minimum 3/g-inch flow of modified compound beyond the lap
edge.
6_7 Tile Staeine:
6.7.1 Tile shall be loaded and staged Ina manner that prevents tile slippage and/or damage to the underayment. Refer to
Table 2 herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 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 nail -
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after Installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
7. BUILDING PERMrr REQUiREMEN7s;
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product
B. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61620-3 GA requirements. The following
plants have qualified products under their respective physical properties specifications.
.PIaM•;.. .. ..�..,•: .? �.. ;.-:-. �.. i..::
".SQ@CifiCBt10%P"
Fernley, NV, Hazleton, PA & W nter Haven, FL
ASTM D1970
Pol stick MU-X
Hazleton, PA
M-D 13-00M .
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick lR-Xe
ASTM D1570 & FRSA/TRI April 2012
PolysdckTU Plus
ASTM D1970 & FRSA/TRI April 2012
PolystickTU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polvglass APP Base
. FRSA/IRI April 2012
Polystick NITS, Polysdck MTS PLUS
FRSA/THI April 2012
PolystickTU P
FRSA/TRI Apr]] 2012
POlyflexSAP, Poex SA P Fit
ASTM D1970
PoIvstick Dual Pro
ASTM D1970& FRSA/TRI April 2012
POlystickTile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G Fit
ASTM D6222
Polyflex G, Po{ ex G Fit
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT -
NEMO Err. U.C. Evaluation Report P12060.02A9-R24
rernikotecfAuthar&atbn#32455 6m EDmON(2017)FBC NON-MMZ EVALUATION F152S& ft
PoWilim Roof Underlayments; (954) Z33-MO Revision lit: 01/24/2018
Page 14 of 14
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
SCANNED Tampa, FL 33647
TECHNICAL., SERVICES, LLC BY (873) 480-3421
nty
EVALUATION REPORT St. LUCI@ CF uoRIDA BUILDING CODE 67 EDITION (2017)
Manufacturer.
BORAL ROOFING LLC Issued October15, 2018
7575 Irvine Center Drive
Irvine, CA 92618
(800)669-8453
www.boralamerica.com
Manufacturing Plants:
Lake Wales, FL
Okeechobee,FL
Quality Assurance:
PRI Construction Materials Technologies (QUA9110)
SCOPE
Category:
Roofing
Subcategory:
Roofing Tlles
Code Sections:
1507.3.5,1507.3.7, 1523.6.5, 1523.6.5.2, 1523.6.5.22,1523.6.5.2.3
Properties:
Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift
Resistance
REFERENCES
Entity
Report No.
Standard
Year
American Test Lab of South Florida Inc (TST3782)
RT0130.01-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0426.01-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.02-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.03-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test lab of South Florida Inc (TST3782)
RT0615.04-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (17ST3782)
RT0617.02-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test lab of South Florida Inc (TST3782)
RT0617.03-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.04-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0623.04-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test lab of South Florida Inc (TST3782)
RT0624.04-14
TAS 112
1995
ASTM C 1492
2003(2009)
American fast Lab of South Florida Inc (TST3782)
RT0624.05-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT1210.02-15
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT1210.03-15
TAS 112
1995
ASTM C 1492
2003(2009)
Miaml-Dade BCCO'(CER1592)
14-0408.06
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
14-0416.12
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
15-0721.D4
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
16-011207
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
16-0112.08
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
18-0609.15
FBC (HVHZ)
2017
Miaml-Dade BCCO (CER1592)
18-0509.16
FBC (HVHZ)
2017
Miaml-Dade BCCO (CER1592)
1"509.17
FBC (HVHZ)-
2017
Tile Roof Institute
Membership Confirmation
TAS 100
1995
TAS 101
1995
TAS 102 & 102(A)
1995
R0111003
R 28328
Palle 1 of
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes #hat are rat
spect ically addressed herein.
0 CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Bermuda (Okeechobee)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16" x 10"
r 16'——
T4•
I7
30'
Y
16•--j
Figure 1. Bermuda
BOR18003 FL28328
This evaluation report Is provided for State of Florida product approval u
Technical Services, LLC of any product changes or quality assurance ct
This evaluation report does not express nor imply warranty, Installation,
anecificaliv addressed herein.
12
rut the duration for which this report is valid.
use, or other product attributes that are not
®CREEK
TECHNICAL SERVICES, LLC
Plantation (Okeechobee)
130M ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type 3a, fiat profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-1/2" x 13"
Figure 2. Plantation
§moo_ y� ati sate �S-tdkaYiitShks�fi� keValcsl
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or baften), mortar set or adhesive set applications
Dimensions: 17" x 13" x 1-5/320 (Slate) or 1-9/32" (Shake and Split Shake)
NAM HOLES
UNDERLOCK
RMSM-W4 Y
5/32-(Slate)
COVEtLOCK
3of12
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not Wress nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
NAIL HOLES
NAM HOLES
F
Figure 4. Saxony 900 Shake
Figure 5. Saxony 900 Split Shake
BORAL ROOFING LLC
Concrete Roof Tiles
BOR18003 FL28328 ragev of is
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation reportdoes not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL. SERVICFS, LLC
Estate "S" (Okeechobee)
Protile/Description: ASTM C 1492, TAS 112 Type 1b, low profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-1/2" x 13"
Nail Holes
Figure 6. Estate
Villa 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 1b, low profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17.0" x 13" x 2-1/8"
1"
..�W
Figure 7. Villa 900
BOR18003 FL28328
This evaluation report is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor hnpiy warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
BOR
CREEK ALROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Barcelona 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type la, high profile, interlocking, class III, 'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17"x 13' x 3di/8"
NAIL
OVERLOCK
13,
UNOERLOCK
Figure 8. Barcelona 900
Galena Spanish "S" (Okeechobee)
3 6/8'
Profile/Descriptlon: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof file
Allowable Applications: For mechanically fastened (direct deck), mortar set or adhesive set applications
Dimensions: 17" x 10' x 2.7'
Fnww Holes
17" 10"
y
Figure 9. Galena Spanish "S"
BOR18003 FL28328 Page 6 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of arry product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SBRvicEs, LLC
Spanish "S" Nuevo (Lake Wales)
BORAL ROOFING LLC
Concrete Roof Tiles
ProfilelDescription: ASTM C 1492, TAS 112 Type 2a, high profile, intedocking, class III'S' shaped concrete
roof the
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 9-3/4" x 2-27/32" —
Fastener Holes
17"
9-3/4"
Figure 10. Spanish "S" Nuevo
APPLIcAT1oN METHOD
Itstallatton `; : `, �,
Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance
Slope:
with the recommendations of the FRSArrRI Florida High Wind Concrete and Clay Roof
Tile Installation Manual, Fifth Edition Revised or RAS 118, RAS 119, or RAS 120, as
applicable.
Solid or closely fitted min. 15/32-inch plywood sheathing for new and existing construction
Roof Deck:
at max 24 in. span; In the HVHZ, new construction shall be min.19/32 in. plywood at max
24 in. span; Designed by others in accordance with FBC requirements.
Undedayment:
Installed in.accordance with FBC requirements. In the HVHZ, the minimum undedayment
shall be installed as described in RAS 118, RAS 119, or RAS 120, as applicable.
BOR18003
FL28328
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
NCREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
:Data for Attachment Celculatlods fog Direct to Deck Applications .
Nominal Weight (WY -and
Aerodynamic:,
Restoring Moments due to Gravity - M9 (ft-lbf),
Dimensions (I xw)
INuItipllers
Direct Deck. ,
Roof Tile
(pa
W Qbf)
I (ft)
w (ft)
Direct Deck
3 12"
: 4 12 °
5°:12°
6°:12°
2T:42" '
,- Application
Bermuda
9.7
1.33
0.833
0.205
6.97
6.86
6.71
6.54
6.35
Plantation
11.6
1.375
1.08
0.289
7.79
7.67
7.52
7.32
7.04
Saxony 900
10.9
1.417
1.08
0.315
7.62
7.5
7.34
7.16
6.95
Estate "S"
10.0
1.375
1.08
0.289
6.74
6.64
6.50
6.33
6.14
Villa 900
10.9
1.42
1.08
0.315
7.62
7.50
7.34
7.15
6.95
Barcelona
11.5
1.417
1.08
0.301
7.00
6.90
6.76
6.60
6.42
900
Galena
Spanish "S°
8.5
1.42
0.833
0.235
6.13
6.03
5.89
5.74
5.57
Spanish "S"
8.95
1.417
0.8125
0.233
5.99
5.83
5.70
5.56
5.39
Nuevo
Data for Attachment Calculations for Battep Appileations ,
Nominal Welght (WYand
Aerodynamics
Restoring Moments
due to Gravity - Mg (ft4bf)
Dimensions Q xw)'-
Multipliers': -
Direct Deck
Roof Tile
(+�)
W Of)
I (ft)
'N (ft)
3" 1Y.:
=. 4 12 "
": 5 :12"
6°aY
>T:1Y
Applicaetioo .'.
Bermuda
9.7
1.33
0.833
0.189
6.53
6.43
6.29
6.14
5.97
Plantation
11.6
1.375
1.08
0.267
6.85
6.75
6.61
6.44
626
Saxony
10.9
1.417
1.08
0.291
-
6.61
6A8
6.31
6.13
900
Estate "S"
10.0
1.375
1.08
0.267
5.91
6.82
5.70
5.56
5.40
Villa 90D
10.9
1.42
1.08
0.291
-
6.55
6.42
6.26
6.08
Barcelona
115
IA17
1.08
0.286
6.19
6.19
6.06
5.92
5.76
900
Spanish
8.95
1.417
0.8125
0.215
5.30
5.21
5.09
4.96
4.82
"S° Nuevo
BOR18003
8 of 12
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment -Resistance Expressed as a. Moment for (Mechanically Fastened Applications.
Tile Fastener
Mi (ft-1bf) .
F2oof T(le
Direct De' cki
Direct Deck,
Type
Count `;.
Size
Shank
Clip -;
(min, 15/32"
Battens
,'
Piywood) . '
.(min.19132"
_ piywood)
Nail
2
10d
Ring
N/A
30.9
38.1
17.2
Nail
1
10d
Smooth
N/A
7.3
9.8
4.9
or Screw
Nail
2
10d
Smooth
N/A
14.0
18.8
7.4
or Screw
Screw
1
#8
N/A
N/A
30.8
30.8
18.2
Bermuda,
Screw
2
#8
N/A
N/A
51.7
51.7
24.4
Plantation or
Saxony 900
Nail
1
10d
Smooth
S
Field
24.3
24.3
24.2
Screw
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nail
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
Eave
31.9
31.9
32.2
or Screw
Nail'
2
10d
Ring
N/A
50.3
65.5
48.3
Nail
2
10d
Ring
N/A
27.8
37.4
28.8
Nall
1
10d
Smooth
or Screw
N/A
8.8
11.8
4.1
Nail
2
10d
Smooth
N/A
16.4
21.9
7.1
or Screw
Screw
1
#8
N/A
N/A
25.8
25.8
22.9
Estate "S"Z,
Screw
2
#8
N/A
N/A
47.1
47.1
49.1
Villa 900
Nail
1
10d
Smooth
Field
24.3
24.3
24.2
or Screw
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nall
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Eave
31.9
31.9
32.2
or Score v
Estate "S"
Nail'
2
10d
Ring
N/A
43.0
67.5
50.9
Continued on following page
ROR1a003 FL28328 Page 9 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manutacturer snau nomy Ctcttte
Technical Services, LLC. of any product changes or quality assurance charges throughout the duration for which this report is valid.
This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
BORALROOFING LLC
CREEK Concrete Roof Tiles
TECHNICAL SIERvICEs, LLC
Attachment Resistance Expili ed as a,mip ti:for Mechanically Fastened:Applications
=Tile Fastener
Mr (ftlbi) '
Roof Tile `
Dlie Deck
Direct Deck
Type'
Count
5z�
Shank,;:
Clip .`
(miri,i5l3Y
"(min.18/32"
Battens,
ywood)
plywood).
Nail
2
10d
Ring
N/A
28.6
41.2
19.4
Nail
1
10d
Smooth
N/A
5.1
6.8
2.8
or Screw
Nail
2
10d
Smooth
N/A
6.9
9.2
7.3
or Screw
Screw
1
#8
WA
N/A
20.7
20.7
18.1
Barcelona 900,
Screw
2
#8
WA
N/A
43.2
43.2
29.8
Gaiena3 or
.Spanish °S"
Nail
1
10d
Smooth
Field
23.1
23.1
19.0
Nuevo
or Screw
Nail
1
10d
Smooth
Eave
29.3
29.3
24.0
or Screw
Nail
2
10d
Smooth
Field
27.6
27.6
38.6
or Screw
Nail
2
10d
Smooth
Eave
38.1
38.1
41.8
or Screw
Nail'
2
10d
Ring
N/A
33.1
48.1
45.2
Notes: 1) Not for Saxony 900, Villa 900 or Barcelona 900. Installation with a 4" ti1e headiap and fasteners are located a min. 2-1/2"
from head of tile.
2) When using only one fastener, use the hole that Is approximately 43/4" away from interlocking edge.
3) Direct Deck applications only.
Attachment R. esistance Expressed as aMoment for Adhesive or Mo'tar Set
me , . _ •.
Roof Tile
Adhesive
Pm40 Apppio 1"
Paddy
Count'
.Average Paddy
Weight (grams)
Mf
Dow Chemical TILE BONDm
NOA 16-0222.01
2
13.9
31.3
Bennude,
Planation and
Saxony 900
ICP Adhesives Poyset AH-160
NOA 17-0322.03
2
8
31.3
1
24
40.4
1
45
118.9
Saxony 900
DAP Foam Inc. Touch N' Seal®
Storm Band'' 2 Two -Component
NOA 17-0829.12
2
8
59.0
1
2445
1
q5
93
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
WA
N/A
43.9
Dow Chemical TILE BOND"'
NOA 16-0222.01
2
11 A
26.1
Estate "S" or
Villa 900
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
26.1
1
24
45.5
1
54
86.61
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
20.6
Villa 900
DAP Foam Inc. Touch N' Seal®
Storm BondT'" 2 Two -Component
NOA 17 0829.12
2
8
55
1'
30
40
1
60
70
BOR18003 FL28328 Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manuracturer snail nooty L;Kt=tK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
AttachmentReststance Expiressed aS a Moment.for Adhesi.. pr.Molitar,Set
Roof Tile.:
Adhesive
_.
i
PmductApprovall
Paddy
'Couri;
Average:PaddY
Welght(grams)
Mf(ft-1bf)
Dow Chemical TILE BONDi°°
NOA 16-0222.01
2
10.7
29.3_ _
Barcelona 900,
Galena Spanish
S" or Spanish
"S" Nuevo
ICP Adhesives Poiyset AH-160
NOA 17-032.2.03
2
8
29.3
1
24
38.7
1
63
66.5
Premix Marbletite, Inc. TILE TTE
NOA 17-1016.07
WA
N/A
24.5
Barcelona 900
DAP Foam Inc. Touch N' Seal®
Storm Bond"' 2 Two -Component
NOA 17-0829.12
2
8
66.0
1
30
63
1
1 60
62
Notes: 1) See manufacturer's product approvalforinstallation requirements.
LABELING
1) All tiles shall bear the identifiable marldng of the manufacturer's name or logo as follows:
Manufactured in Lake Wales, FL
Manufactured in Okeechobee, FL
OR
1;�7� N T E S R A
BOR18003
FL28328
11 of 12
Technical Services, LLC of any product changes or quality assimsince changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
lc�
CREEK BDRAL ROOFINGRoof LLC
Concrete Roof Tiles
TECHNICAL SERvICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Installation of the evaluated products shall comply with FBC Section 1507.3, FRSAITRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturers published
application instructions. Installations in the HVHZ shall comply -with -RAS 118, RAS119 and-RAS 120.
3) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
4) All product listed In this shall tested quarterly in accordance with TAS 112 Appendix A.
5) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of
50 or greater as illustrated in ASTM C 1492-03, figure 1 (see below).
so
WEATHERING REGIONS "Wel
.'®'.•{ NEGLIGIBLE WEATHERING
MODERATE WEATHERING
9- ;-1SEVERE WEATHERING
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building
Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
aG E N F �Ftp
No 74021
2018.10.15
^v: �141Z 5 STATE OF 9: �:5
s' /0 N AX1 �?�, Zachary
pride Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,. LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process Of the
product.
END OF REPORT
BOR18003 FL28328 Page 12 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC. of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed. herein.