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HomeMy WebLinkAboutEVALUATION REPORT— --_ RECEIVED
_ SC /t'�t, MEMO I etc.
JAN 0 9 ��?9 �, V'VS/� —Certificate of Authorization#32455
F�'f ey "353 Christian Street, Unif 913
ST: LUEle CeHntyy PBrlNltttflq ��C/e CO4n Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. CqV', Evaluation Report P12060.02.09-R24
1111
ort
(954) 233Deerfield51230hpFL 33442r Drive F�OMRAC7 Q
A' '^E Date of Revision 24: 01/24/2009
2018
���E""�f�AA OR OR RECORD
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 and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted
herein. © �O
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
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 "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.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. an.01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
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. NEMO I etc. 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.
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/ used for permitting or design guidance unless retained
specifically for that purpose. C�Y�t„fi�l l0I,C)Da�
sTLUCIE COUNTY BUILDING DI I01���
REVIEWED FOR COMPI TANrF .'
PLANSrAND PERMIIT MUST BE KEP'
SITE OR NO INSPECTION(S) WILL
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 6`h 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
Property
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 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 D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
TAS 110
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRIO1111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI(TST5878)
Physical Properties
PUSA-013-02-03
12/23/2002.
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
1X20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P3740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30S40.11.09-111
11/30/2009
ERD (TST 6049)
Physical Properties
P13030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P31030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.30.11
10/19/2011
NEMO ETC, U.C.
Evaluation Report P12060.02.09-RZ4
Centocate of Authorization#32455
6tuEDITION (2017)FBC NON-HVHZ EVALUATION
FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24; 01/24/2018
Page 2 of 14
-� NEMO
Entity
Examination
Reference
Date
ERD (TST 6049)
Physical Properties
P40390.08.12-1
08/06/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
08/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST 6049)
Wind Uplift
P39680.03.13
03/04/2013
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ERD (TST 6049)
Wind Uplift
P1738.02.07-R2
04/29/2013
ERD (TST 6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
ERD (TST 6049)
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST 6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
ERD (TST 6049)
Wind Uplift -
P11781.11.03-R3
11/26/2013
ERD (TST 6049)
Physical Properties
P45270.05.14
05/12/2014
ERD (TST 6049)
Physical Properties
6020.07.14-1
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-2.
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-3
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-4
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-5
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-6
09/08/2014
ERD (TST 6049)
Physical Properties
P46520.10.14
10/03/2014
ERD (TST 6049)
Physical Properties
P43290.10.14
10/17/2014
ERD (TST 6049)
Physical Properties
PLYG-SC7550.03.15
03/24/2015
ERD (TST 6049)
Physical Properties
P40390.04.15
04/03/2015
ERD (TST 6049)
Physical Properties
P44360.10.14-111
05/18/2015
ERD (TST 6049)
Physical Properties
PLYG-SC8080.05.15-1
05/20/2015
ERD (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST 6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST 6049)
Physical Properties
PLYG-SC13040.12.16
12/27/2016
ERD (TST 6049)
Physical Properties
PLYG-SC11900.03.17
03/10/2017
ERD (TST 6049)
Physical Properties
PLYG-SC12115.08.17
08/08/2017
ICC-ES(EVL 2396)
IBC Compliance
ESR-1697
11/01/2014
Miami -Dade (CER 1592)
HVHZ Compliance
NOA 14-0717.08
01/22/2015
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L Affidavit
Mule -Hide Cross Ltg
03/01/2008
Polyglass USA
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, L-C. (QUA9625)
Quality Control
Service Confirmation
Exp. 30/O5/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically. Fastened Underlayments: ,
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 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.
4.2 Self -Adhering Underlayments:
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC, I.I.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 6m EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
— — NEmo 1 etc. __ _ _ _ _
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FIR, 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 Polystick Dual Pro'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile Pro`" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Underlayments;
4.3.1 Elastoflex 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 G TU 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 tile 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 tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FIR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FIR 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/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FIR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems. -
4.3.3 Polyflex G and Polyflex G FIR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G 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 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.
5. LIMITATIONS:
5.1 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.
5.2 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. .
5.4 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.
NEW ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate ojAuthorization#32455 CH EDITION(2017) FBC NON-HVHZ EVALUATION FL5Z59-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 4 of 14
NEmo-j etc..___ _
5.5 Allowable Roof Covers:
TABLE 1: ROOF. COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
- _
Yes
Yes
(Base Shoot in2-plysystem)
Yes
(Base Sheet In 2-ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet In 2-ply system)
yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Shoot In 2-ply system)
Yes
(Base sheet In 2-plysystem)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet in2-plVsystesn)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polystick MTS or MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick lR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
No
Yes
Yes (See 5.S.1)
No
No
No
Polystick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex 56 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex 56 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
PolyflexG
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex GFR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile' is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE lA: ALLOWABLE TILE ADHESIVE f,UNDERLAYMENT COMBINATIONS
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
FL14506
Polystick TU Plus, Polystick TU Max
Tile Adhesive
Dow TileBondT"
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP orTile Pro .
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polystick TU P, Polystick TU Plus,Polystick TU Max, Polystick Tile. Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
2 Refer to Tile Manufacturers orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certgicate of Authorization#32455 6m EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (9541233-1230 Revision 24: 01/24/2018
Page 5 of 14
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:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 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 be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 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.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢. ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ 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 on testing of
the insulation/underlayment 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 I or II 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 II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
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 Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Cenificate ofAutharkation N32455 Eta EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 6 of 14
5.6.4 Wind Resistance for Underlayment 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 2012 (04-12) and are used in foam -on tile 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 been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Tattle 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) 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.
#2 Maximum Design Pressure =-97.5 psf:
Deck: Min.1S/32-inch plywoodto meet project requirements to satisfaction of Authority HavingJurisdiction.
Primer: PG100 or ASTM D41
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 and back -nailed within the selvedge -edge side laps using 12 ga. x
1Y" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-105 psf:
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), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1%" 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.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
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.
#5 Maximum Design Pressure =-315psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: 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 Design Pressure=-622.5 psf
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure =-30.0 psf*:
Deck: Min. 15/32-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 long x 1-inch head diameter round metal cap 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 FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Cmif,mte ofMtho,Imtion #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 7 of 14
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL33647
TECHNICAL SERVICES,
EVALUATION REPORT
FLORIDA BUILDING CODE, bra
EDITION (2017)
Manufacturer: DREXEL METALS, INC.
Issued October9, 2018
1234 Gardiner Lane
Louisville, KY40213
- (502)716-7143
www.drexmet.com
Manufacturing: Drexel Metals Association
of Regio al Manuffaac720ig
Quality Assurance: Architectural Testing, Inc.
(QUA18 4) JASCOPE
ST. Lucie
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3
Properties: Wind Resistance
REFERENCES
Entity
Report No.
Standard
Year
Architectural Testing (TST1558)
56840.02-122-18
TAS 100
1995
Architectural Testing (TST1558)
58389.01-122-44
UL 580
2006
Architectural Testing (TST1558)
58459.01-122-44
UL 580
2006
Architectural Testing (TST1558)
58461.01-122-44
TAS 125
2003
Architectural Testing (TST1558)
82776.01-109-44
UL 580
2006
UL1897
2012
Architectural Testing (TST1558)
82784.01-10944
UL 580
2006
UL1897
2012
Architectural Testing (TST1558)
83296.01-10944
UL 680
2006
UL 1897
2012
Architectural Testing, Inc (an Intertek Company) (TST1527)
H3245.01-450-18
TAS 125
2003
Architectural Testing, Inc (an Intertek Company) (TST1527)
H9058.02450-18
TAS 125
2003
Architectural Testing, Inc (an Intertek Company) (TST1527)
H9058.01-450-18
TAS 125
2003
Architectural Testing, Inc (an Intertek Company) (TST1527)
13391.01450-44
UL 580
2006
Force Engineering & Testing (TST5328)
178-0054T-12
UL 580
2006
UL 1897
2012
Force Engineering & Testing (TST5328)
178-0055T-12
UL 580
2006
UL 1897
2012
Hurricane Test Laboratory (TST1527)
0287-0209-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0308-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0311-07
TAS 125
2003 '
Hurricane Test Laboratory (TST1527)
0287-0313-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0512-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0706-07
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
VLS-005-02-01
ASTM B 117
2016
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
VLS-004-02-01
ASTM G 155
2005a
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
DMC-004-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-005-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-006-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-007-02-01
TAS 100,
1995
PRI Construction Materials Technologies (TST5878)
DMC-008-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-009-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-014-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-016-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-017-02-01 Rev 1
UL 580
2006
UL 1897
2012
DRX15001.6 LF,L176Z8?R6ft
Page 1 of 5
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 report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
T-- ®CREEK DREXEL METALS, INC.
I1 Metal Roofing
DMC 150SS Profit
anical seam; Max, 16Jin. coverage _
Description:
Non-structural, mechanical lock standing seam roof panel
Material:
...... _
Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 16 ksi; Shall
conform with FBC Section 1507 4 3
Mtn. 24 oa. Fluropon® coated ASTM
i50 ksi Shall conform wdh FBC Section
A792TAZ501or ASTM A653 G9b F i mi .
150 4.3 --_
_
1}"
-T
7
16" �
Materia-10-7
Min. 0.027 in. Zinc; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3
t
I�I
J�
DMC 175S I Profile:
1.75 in. snap lock seam; Max. 18 in. coverage
Description:
_
Non-structural snap lock standing seam roof panel
Material:
Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall
conform with FBC Section 1507.4.3
Min. 0.040-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 20 ksi); Shall
conform with FBC Section 1507.4.3
Min. 24 ga. Fluropon(D coated ASTM A792 A750, or
ASTM A653 G90; Fy -- min. 50 ksi; Shall conform with FBC Section 1507.4.3
T
16°
DMC 2005 Profile:
2 in. mechanical seam; Max. 16 in. coverage
Description:
Non-structural, mechanical lock standing seam roof panel
Material:
Min. 0.040 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 20 ksi; Shall
conform with FBC Section 1507.4.3 _
Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or
A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3
_
_ASTM
16
'
I I
S 2" 2"
1
I 116"
DRX15001.6 FL17678-R6 Page 3 of 5
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 report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
DREXEL METALS, INC.
Metal Roofing
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. This report is not for use in the HVHZ.
3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
4. Roof slope shall be in accordance with FBC Section 1507.4.2.
5. Reroofing shall be in accordance with FBC Section 1511.
6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
.COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
"pwu unIq
2018.10.09
No 74021=/-11:21:46
�9 • STATE OF ••ir _04'00'
:O'. <V:
O R tOP Zachary R. Priest, P.E.
p�ss'0NA, Florida?��OrganzationNo..on ANE964121
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.
APPENDICES
1) APPENDIX A —Installation (12pages)
2) APPENDIX B —Approved Roof Systems (8 pages)
3) APPENDIX C —Design Wind Loads (4 pages)
DRX15001.6 FL17678-R6 Page 5 of 5
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.
CREEK
LLC
DREXEL METALS, INC.
Metal Roofing
APPENDIX A
Component
Product
pjaj[W'LpgLDetail,�,�
24 ga.. in -seam Clips
/7 7
f8�
/
1
24 ga. DMC 150SS'Fxe
88 T is.
Clip
9�
0
o
;Si 2k
8 a. in -seam clip
z.�
\
26ga. DMC 50SS.Fixea.
Cli
0
0
22 ga. SS in -seam clip
�
/7 10 1g
Clips (Cont'd)
22 ga. DMC 15OSS Clip
/
1
e T o
o C'"
22 ga. in -seam clip
J_
e" 1a
22 ga. DMC 15OSS Fixed
Clip
1
as" T o
/
Ist
22 ga. base; 24 ga. butterfly in -seam clip
DMC 15OSS Butterfly
Clip
✓" �'��
Ilaw
DRX15001.6 FL17678-R6 Page 2 of 12
This evaluation report is provided for Slate 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.
CREEK
DREXEL METALS, INC.
Metal Roofing
APPENDIX A
Component Ploduct _ Installation Detail -
DMC 150SS PANEL
DMC 150SS BUTTERFLY CLIP
(2) #14-13'P.HDD
UNDERLAYMENT
31r33 -18GA BEARING PLATE
ISO INSULATION
METAL DECK
DMC 150SS #14 Butterfly
�— -
DMC 150W PANEL
24 GA DMC 150SS FDIED CLIP
(2) #10 -13 PHW
' UNDERLAYMENT
SUBSTRATE
L Mf50SS Fined 190"
yr ergo nnarvc crmruex n e
•vn®roaorxmes ma8
oxc�av vurti
a6�ometmssvvxoav
w-av�o as^.mcameu+ar
vsvtaoroevmsmero¢w
6MG`�f50�S`#4Fixe -
90
2 #14-13 DP1, PH Screws per clip; Clip installed over 18 ga. hearing late
DMC ISOSS PANEL
24 GA DMC 150SS CLIP
(2) #10 -13 PHW
UNDERLAYMENT
SUBSTRATE
DMC 150SS Standard (Al)
DRX15001.6 FL17678-136 Page 6 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.
I
®CREEK
TECHNICAL SERVICES, LLC
DREXEL METALS, INC.
Metal Roofing
APPENDIX B
Approved Systems for DMC 150SS over Wood Deck (New or Existing),..
System,
Deck
Fire Barrier
Underlayment
Roof Panel
Panel Attachment
No.
PDQ
Min. 15/32
OPTIONAL
Approved ASTM D
0.027' (0.7mm) Zinc DMC 150SS
DMC150SS Zinc attachment
150SS-WI
COX plywood
Versashield Solo
1970 undedayment
Max. 15.7-inch wide
with DMC 150SS Utility Floating Clips
-78.5
180° seam
spaced 18 in. o.c.
Min. 15/32
OPTIONAL
Approved ASTM D
0.027" (0.7mm) Zinc DMC 150SS
DMC150SS Zinc attachment
150SS-W2
CDX plywood
Versashield Solo
1970 underlayment
Max. 15.7-inch wide
with DMC 150SS Utility Floating Clips
-86
180' seam
spaced 6 in. o.c.
Min. 15/32
OPTIONAL
Approved ASTM D
0.027" (0.7mm) Zinc DMC 150SS
DMC150SS Zinc attachment
150SS-W3
CDX plywood
Versashield Solo
1970 underlayment
Max. 15.7-inch wide
with 26 ga. DMC 150SS Fixed Clips spaced
-86
180° seam
18 in. o.c.
150S5-W4
Min. 15/32
OPTIONAL
As required per FBC
0.032" AI DMC 150SS
Max. 16-inch wide
DMC 150SS Standard (Al) attachment
-90
CDX plywood
Versashield Solo
180°seam
with clips spaced 16 in. o.c.
OSB-,
in. 5130
CDX
OPTIONAL
Versashield Solo
As required per FBC
'g2TDMC 6oSS
Max�.16 Inch wide
OSS-F1xed�9Patt_ Y achme t
�
9D
plywood
90 seam
wit a{ipsspanetl 16 in, o.c.
15055-W6
Min.
OPTIONAL
As required per FBC
24 ga. DMC 150SS
Max. 16-inch wide.
DMC 150SS Butterfly attachmentd
-99.25
CDX plywood
Versashield Solo
180° seam
with clips spaced 16 in. o.c.
Min. 15/32
OPTIONAL
Approved ASTM D
0.027" (0.7mm) Zinc DMC 150SS
DMC150SS Zinc attachment
150SS-W7
CDX plywood
Versashield Solo
1970 underlayment
Max. 15.7-inch wide
with 26 ga. DMC 150SS Fixed Clips spaced
-108.5
180° seam
9 in. o.c.
150S5-WB
Min. 15/32
OPTIONAL
As required per FBC
24 ga. DMC 150SS
Max. 16-inch wide
DMC 150SS Continuous Butterfly
-114.25
CDX plywood
Versashield Solo
180'seam
attachment with fasteners spaced 12 in. o.c.
Min. 15/32
OPTIONAL
24 ga. DMC 150SS
DMC 150SS Fixed Enhanced - 90
150SS-W9
CDX plywood
Versashield Solo
As required per FBC
Max. 16-inch wide
attachment
-150
Min. 90' seam
with clips spaced 12 in. o.c.
Min. 15/32
OPTIONAL
24 ga. DMC 150SS
DMC 150SS Fixed Enhanced - 180
E
CDX plywood
Versashield Solo
As required per FBC
Max. 16-inch wide
attachment
-165
Min. 180° seam
with clips spaced 8 in. o.c.
DRX15001.6 FL17678-R6 Page 3 of 8
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 report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.