HomeMy WebLinkAboutEVALUATION REPORTSCq
NEMO I etc.
Certificate o/Authorizatlon #31455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST WryO'ONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc.
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1230
Evaluation Report P12060.02.09-R24
FL5259-R28
Date of Issuance:02/24/2009
Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Cade and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6" Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
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 "NEMO)etc. 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 I.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 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. NEMOI 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 NEMOI etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEMOletc.
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 6t6 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
PRI01111
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 (TST 5878)
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 (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
1X20117A
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
P1740.01.07
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-R1
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11O30.11.09-3
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
P37300.10.11
10/19/2011
NEMO ETC, I.I.C. Evaluation Report P32060.02.09-R24
Certifiwte oJAuthotizvtion#32455 6' EDMON (2017) FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 2 of 14
ONEMOjetc.
Enti 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 (rST 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-R1 05/18/2015
ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 OS/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) IBCCompliance 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/LAffidavit Mule -Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL, U.C. (QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlaymerits
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, U.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization #32455 a EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
ONEMO 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 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 Polystick Dual ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyesterfabricsurface; meets ASTM D1970.
4.2.8 Polystick Tile ProT" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyesterfabric 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 FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex 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/TRI
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/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex 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 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.
S. 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 notfor 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.
NEMO ETC, I.I.C. Evaluation Report P32060.02.09-R24
Certificate o7AuthariMwn N32455 a EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 4 of 14
0NEM0je_tc.______
5.5 Allowable Roof Covers:
TABLE 3: ROOF, COVER OPTIONS _
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Elastobase
Yes
Yes
(Base sheet In 2-ply system)
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 Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet in 2-ply system)
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 TUP
No
Yes
Yes (See 5.5.1)
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 S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
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 IA: ALLOWABLE TILE ADHESIVE/ UNDERLA_YMENT COMBINATIONS
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL34506
Polystick TU Plus, Polystick TU Max
Dow TileBondT"
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex S6 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 S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
t Refer to Tile Manufacturers or Adhesive Manufacturers Florida ProductApproval for Overturning Moment Resistance Performance.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 5 of 14
NNEmoletc.
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).
Nate: 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, I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 6 of 14
(14NEMO I etc.
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 windload resistancebased 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, Table 3A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure =-90 osf:
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 osf:
Deck: Min.15/32-inch plywood 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, 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.
#3 Maximum Design Pressure=-105 osf:
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
IV" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure =-135 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, 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=-315 Dsf:
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 Ds :
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG1OO 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 osf*:
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, U.C. Evaluation Report P12060.02.09-R24
Certiflmte of Authorimdon#32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 7 of 14
-CREEK
TECHNICAL SERVICES, LLC
Oart)flrate-of M 1�or'®tion Nn 29M
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, 61H
EDITION (2017)
Manufacturer.
DREXEL METALS, INC. Issued September 14, 2017
1234 Gardiner Lane
Louisville, KY 40213
(602)116-7143
v .drertmetcmn
Manufacturing:
Drexel Metals Association of Regional. Manufachlrers(DM-ARM)
4�C9
Quality Assurance:
Amhilechlral Testing, In.(QUA1844)
SCOPE
�ey-y�0
Co
Category:
Roofing
Subcategory:
Metal Roofing
Code Sections:
1504.3
Properties:
Wind Resistance
REFERENCES
Entity
Report No.
Standard
Year
Architectural Testing (TST1558)
56840.02-12248
TAS 100
1995
Architectural Testing (TST1558)
58389.01422-44
UL 580
2006
Am7r3ectrual Testing (TST1558)
53459.01422-44
UL 580
2006
Archdechctl Testing (TST1558)
59461.01-122-04
TAS 125
2003
Architectural Tesling(TST1558)
82776,01-10944
UL 580
2006
UL 1891
2012
Architectural Trsting(TST15S8)
82784.01-10944
UL 580
2006
UL 1897
2012
Architectural Testing (TST1558)
83296.01-109-44
UL 580
2006
UL 1897
2012
Force Engineering & Testing (TST5326)
179-0054T42
UL 680
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 Laboatory(TST7527)
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 Tecludogiss (BT58T8)
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 CorsNstion Materials Tedi clogles (TST5878)
DMG-005-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST6878)
DMC-006-02-01
TAS 125
2003
PRI Constriction Materials Technologies (TST5878)
DMC-007-02-01
TAS 100
1995
PRI Corstniction Materials Technologies (TST5878)
13MC-00&02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-009-02-01
TAS 100
1995
PRI Corslr 8 Materials Tedunlogies (TST5878)
DMC-014-02-01
TAS 125
2033
PRI Construction Materials Technologies (TST5a78)
DMC-01642-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
DMC-017-02-01 R_ev 1
UL 580
2006
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
DMG-018-02-01
UL 580
2006
UL 1897
2012
PRI Constnrctlon Materials Technologies (T3T5878)
DMC-024-02.01
UL 580
2006
UL 1897
2012
DRX15001A
FL1767&R4
P;
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufaetner shall notify CREEK
Technical Services, LLC of any product changes or quality assurance charges throughout duration for Witch tits report is valid
Tho evaluation report does not express nor ropy vanardy, installation, recommended use. or dher product attributes that am not
specifically addressed herein.
TECHNICAL SERVICES, LLC
Ennttd( RewdNo.
PRI Corsbuctlon Materials Tedmkxpes (TST5878) DMC-033-02-01.1
PRI Construction Materials Tectudogles (TST5878) DMC-037-02-01
PRI CwsWrt;on Materials TerJmdogles(TST5878) DMC-037-02-02
PRI Cortructon MateriasTechndogies (TST5878) DMC-038-02-01
PRODUCT DESCRIPTION
DREXEL METALS; INC.
Metal Roofing
Standard
Year
UL580
2006
UL 1897
2012
UL 580
2006
UL 1897
2012
UL 580
2006
UL 1897
2012
UL580
2006
UL 1897
2012
DMC 10ONS
Profile:
1 in. snap lock seam; Max.16 trL coverage
Description:
Non•struchaal, snap lock standag seam roof panel with integral perorated nail
strip
Material:
Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or
ASTM A653 G90; IFY = min. 50 ksi; Shall conform with FBC Section 1507.4.3
I 1S — �
n'
DMC 150SL
Profile:
1.5 im snap lock seam; Max. 16 in. coverage
Description:
Non-struchuai, amp lack standng seam roof panel
Material:
Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or
ASTM A653 G90; Fr = min. 50 ksl; Shall conform with FBC Section 1507.4.3
DMC 1503S
Profile:
1.5 Im mechanical seam; Max. 16 in coverage
Description:
Non-struchual, mechanical lock stamfmg seam roof panel
Material:
Mm. 0.032 in. FlumponS coated ASTM B209 alrxnhgrn; Fr = min. 16 ksi; Sing
conform with FBC Section 1607.4.3
Mon. 24 ga. Flumpon® coated ASTM A792 AZ50, or
ASTM A653 G90; Fv = min. 50 ksi; Stag condorm with FBC Section 1507.4.3
1 r=°= �r-L
T
DRX15001A
This evaluation report Is provided for State of
Tec inkal Services, LLC of any product chanl
Ttfs evaluation report does not express, nor 1
specfk e- addressed herein.
FL77678it4 Page 2 of 5
product approval ender Rule 61020-0. The manufacturer shall notify CREEK
afiy assonance changes tlaoughmdOw duration forufth the report Is valid.
rnny. iksfalaflon, recommended Ise, or other Product atfntul¢s thpt are not
®CREEK
TECHNICAL SERVICES, LLC
- — DREXEL-METALS. INC.
Metal Roofing
APPENDIX A
Component
Product
InstallatlonDetall
"
-
18 ga. base; 22 ga. bu0edy buseam clip; 120 Im lerygtic tops6der 12 h o.d
DMC 200S Continuous
Sullenly cup
r-
/
4
Clips (Coma)
24 ga. Inseam clip
DMC 450 Clip
e ®®
24 ga. SS In seam clip
DMC 45OW Clip
Sealants
gossR Chem-CaBc 915
Stag be applied incw6s nuo beads alag the seam
Fastening Details
-Nomerdattee
Atladanert
DMC 100NS PANEL
#10 -13 PHW
DMC 100NS Standard.
---DMC 10ONS PANEL
-- BOSTIK 70-05A (2 - 3116" BEADS)
DMC 700NS Enhanced
#10 -13 PHW
7
Tect rdral SerAces, LLC of any product charge; or quafdy assurance changes duoughdd the duration frawtkh INs mpW Is valid
Th's evaluation report does not express nor Ir * %arranty, Installation, mcanmended use, or direr product athibudes flat am rnit
specifically addressed hereby.
®C, R:E'E K
Technical Services, LLC'
APPROVED ROOF SYSTEMS
DREXEL METALS, INC.
Metal Roofing
APPENDIX B
The following notes shall be observed when using the assembly tables below.
i. Maximum Design Pressure .(MDP) was calculated using a 2:1 margin of safety per FBC Section 1604.9.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for Installation detail when the Information Is not explicitly stated for the selected assembly,
4. The on-center.(o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
S. Steel Deck shall be designed by others In accordance with FBC requirements and shall be minimum 22 ga (Fy = min.33 ksl) Wide Rib Dock (Type WR)
conforming to ANSIISDI-RD7.0 & FBC.
5. Wood Deck shall be designed by others to accordance with FBC requirements and shall be minimum 151324nch thick APA Span -Rated plywood
sheathing at maximum 24-Inch span.
Roof System Numbers and Definitions
-100NS-W#
OMC ICONS over Wood Deck Newor Existing)
1605L-W_#
DMC 150SL overWood Deck New or Existing)
S
DMC 150SSwar Steel Deck NeworEx6en
50 •W#
DMC 16055 overWood Dock Newer Exbtin
b - #
DMC175S over Steel Deck New or Existing)
-W#;
DMC176E over Wood Deck new or Existing)
R-U-StSm
DMC 200S war Steel Deck New or Existing)
2005-
DMC 200S over Wood Deck Newor Existin
450-W#
DMC 460 over Wood Deck Newor MU
5V-W
DMC 5V over Wood Deck New or Existing)
CO - #
DMC Corrugated overWood Deck Now or Existing)
Approved Systems for DMC 1OONS:over Wood Deck (New or Existing)
system No.
Deck
Fire Barrier
Undedayment
Roof Panel
Panel Attachment
DP
M
100NS•W7
'Min. 15132
OPTIONAL,
As required per
24 On. DMC ICONS
DMC ICONS Standard attachmentwith fastener
-97.6
COX plywood
Vereashleld Solo
FBC
Max. 16-Inch wide
spaced 10.61n. o.c.
100NS•W2
Min: 16132
OPTIONAL
As required per
24 ga. DMC ICONS
DMC ICONS Standard attachmentwithfasteners
-120
CDX plywood
Vereashleld Solo
FBC
Max. 16-Inch vAde
spaced 5.25 in. roc.
100N3•W3
Min. 16132'
OPTIONAL
As required per
24 ga. DMC 10ONS
DMC'1CONS. Enhanced attachment Wthfasteners
-136
CDX plywood
Versashield Solo
FBC
Max. 16•inch Wde
spaced 5.25 In. c
DRX15001.4
This evaluation report is provided for State of Florida product approval under Rule51G20.3. The manurecturer shall,rwdfy.CREEK Technical Services,. LLC of any product changes or
quality assurance changes throughout the duration forwhich this report is valid. This evaluation report does not express my Imply warranty, installadan, recommended use, or other
product attributes that are not specificatly addressed herein.