HomeMy WebLinkAboutEVALUATION REPORTr ,
NEMO I etc.
SCANNED
Certificate of AuthorizationN3145S
BY
353 Christian Street, Unit #13
1. LUCIE COu
St.
Oxford, CT 06478
-
(203) 262-9245
ENGINEER
EVALUATE
TEST
CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc.
Evaluation Report P12060.02.09-1124
1111 West Newport Center
Drive
FL5259-R28
Deerfield FL 33442
Date of Issuance: 02/24/2009
(954) 233-1230Beah,
FILE
COPY
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 Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6th 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 "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
CERTIFICATION OF INDEPENDENCE:
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document.
1. NEMOI etc. 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 NEMO [ 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.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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 6u' Edition (2017) Florida Building Code through testing in accordance with the followingStandards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Pro pe
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
O1/31/2002•
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
01/12120O6
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
JX20H7A
04/O1/2008
MTI (TST 2508)
Physical Properties
RX14E8A
O1/29/2009
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
P30540.11.09-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
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.O3.11
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, U.C. Evaluation Report P12060.02.09-R24
Certifimte of Authorization#32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954) 233-1230 Revision 24: 01/24/2018
Page 2 of 14
ONEMOjetc.
Entity Examination Reference Date
ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD (TST 6049) Physical Properties 1340390 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-R3 11/26/2013
ERD (TST 6049) Wind Uplift P11781.11.03-R1 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-SC7S50.03.15 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 05/20/2015
ERD (TST 6049) Wind Uplift PLYG-SC890S.OS.16-1 0S/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, U.C. (QUA9625) Quality Control Service Confirmation Exp. 30/05/2018
4. PRODUCT DESCRIPTION:
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.
4.2.1 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 o)Authorization R32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1.230 Revision 24: 01/24/2018
Page 3 of 14
ONEIVIOletc.
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 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 Prom 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. Mechanical) Fastened and/or Bonded Underlayments:_ - Y /
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the 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 56 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex 56 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.
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.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate o)Authorizotion #32455 6rH EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 4 of 14
ONEMO etc.
5.5 Allowable Roof Covers:
TABLE:1:cROOFCOVER OPTIONS
Underlayments
Asphalt Shingles
Nall -On Tile
Foam -On Tile
Metal
Wood Shakes
as Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet In 2-pry 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 S6 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
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/ UNDERLAYMENT COMBINATION55 '
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
FL14506
Polystick TU Plus, Polystick TU Max
Tile Adhesive
Dow TileBondn'
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 SG G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
MulrHide SA-APP Cap Sheet or MuleHide 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)
2 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificate of Authari2ation#32455 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Palyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 5 of 14
ONEMOletc.
5.6 Allowable Substrates:
-5.6.1 Direct-Bondto-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 11, 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 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ,
➢ ASTM D226, Type I or 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 P32060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 6 of 14
ONEMOletc.
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, 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) 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. 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
IY." 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
SY." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure =-135psf:
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. flinch 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 psf:
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, U.C. Evaluation Report P12060.02.09�1124
Certificate of Authorization#32455 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1328
Polyglass Roof Undedayments; (954) 233-1230 Revision 24: 01/24/2018
Page 7 of 14
ONEMOletc.
#8 Maximum Design Pressure=-37.5 osf':
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Elide Nail Base (poly-f Im top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-Inch c.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 NITS 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.
#9 Maximum Design Pressure=-37.5 osf•:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (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) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#10 Maximum Design Pressure =-45 osf+:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 4-inch o.c. at the 2-inch wide side laps and flinch 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 Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 osf•:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.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 Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
asphalt.
#12 Maximum DesiRn Pressure =-45 osf
Deck:
Min. 15/32-inch plywood to meet project requirements to 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:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch 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 Design Pressure =-52.5 osf:
Deck:
Min. 15/32-inch plywood to meet project requirements to 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:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 12-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.
#14 Maximum Design Pressure =-52.5 Dsf:
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:
Simplex Original Cap Nails
Spacing:
6-Inch o.c. at the 3-inch wide side laps and 6-inch 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, 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 P32060.02.09-R24
Certificate of Authorization p32455
eH EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ8
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 8 of 14
ONEMOletc.
#15 Maximum Design Pressure =-52.5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to 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: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-Inch wide side laps and 6-inch o.c. at four (4) 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.
#16 Maximum Design Pressure =-60asf:
Deck: Min. 19/32-inch plywood to meet project requirements to 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: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) 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.
#17 Maximum Design Pressure =-60 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot -asphalt or torch -applied cap or poly-filmsurface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip 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: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure=-67.5 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 torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure=-75 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 torch -applied underlayment)
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 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to 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: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-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.
#21 Maximum Design Pressure.=-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to 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 three (3) 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.
#22 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast #12 DP or Trufast#14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
NEW ETC, I.I.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 BTM EDITION (20171 FBC NON.HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 9 of 14
ONEMOletc.
#23 Maximum Design Pressure =-90 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 torch -applied underlayment)
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 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch 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 S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#24 Maximum Design Pressure =-97.5 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-Inch 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, 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=-105 psf:
Deck: Min.15/32-inch plywood to'meet project requirements to 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: Simplex MAXX Cap Fasteners
Spacing: 6-inch 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Design Pressure = -112.5 psf:
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diametertincaps
Spacing: 6-inch o.c. at the 4-Inch wide side laps and 6-inch o.c. 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 = -120 Psf:
Deck: Min.15/32-inch plywood to meet project requirements to 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure =-120 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded tap surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation 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 tile systems carry a Maximum
Design Pressure of -45 psf.
NEMO ETC, U.C. Evaluation Report P32060.02.09-1124
C'ertiJlmte of Authori:ation#32455 hie EDITION 12017)FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 10 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/TRI April 2012 (04-12), Appendix A, Table SA.
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 WD1, 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
longer than 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 56 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 ASTM D1970-15, should be established as to slip resistance.
5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
- 6:12
Elastoflex 56 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS or MTS PLUS
Flat
6-tile stack (4 over 2)
5:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick Tile 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
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
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
10-tile stack
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Geniiftate of Authonzation#32455 a"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 11 of 14
ONEMOletc.
6. INSTALLATION:
6.1 Polyglass Roof-Underlayments shall -be installed in accordance with Polyglass-published- installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application; and prime the substrate (if applicable).
6.3 , Elastobase,. Elastobase P or Mule -Hide Nail Base:
6.3.1 Non -Tile Aoolications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, 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
Elastoflex 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, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
6.4 Polystick MTS, MTS'. PLUS, IR-Xe, TU P,TU Plus, TU Max, Dual Pro,. Tile Pro or MU-X or PolyfleIt SAP, Polyflex SAP FR,
Mule -Hide SA-APP Cap Sheet or Mule-Hide.SA-AP.P Cap Sheet (FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch
diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of
membrane. The head lap membrane is to cover the area being back -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). _ � r _....
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 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 ETC, I.I.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 5" EDITION (2017) FBC NON-HVHZ EVALUATION FLS2S9-R28
Polyglass Roof Underlayments; (954) 233-1230 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/Dry Cement or
Polyglass PG500 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 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load, applied
forthe field membrane. Hand rollers areacceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed for Polystick DUO/Pro, IR-Xe or Polystick MU-X):
Reference is made to FRSA/TRI April 2012 (04-12) 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 -set tile applications, refer to Section 5.6.4 herein.
6.4.4 Two (2) Ply Underlavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically 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 -on 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 underlayment system is desired.
6.5 Elastoflex.G TU, Elastoflexd6 GofElastoflex G FR
6.5.1 Elastoflex G TU, Elastoflex S6 Gor Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in the applications:
✓ 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 the 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 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 the 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 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 tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6 Polyflex G,orPolyflex ,G,FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April
203.2 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3)'.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificate ofAuthorkation #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments, (9s4) 233-1230 Revision 24: 01/24/2018
Page 13 of 14
ONEMO etc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from courseto course. Side and end
laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements for 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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant - -
Specification
Product(s)-'
Fernley, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Plus
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
FRSA/TRI April 2012
Polystick MTS, Polystick MTS PLUS
FRSA/TRI April 2012
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & FRSA/TRI April 2012
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G FR
ASTM D6222
Polyflex G, Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
END OF EVALUATION REPORT -
NEMO ETC, I.I.C. Evaluation Report P32060.02.09-R24
Certiilaate of Authorization 432455 6v EDITION(2017) FBC NON.HVHZ EVALUATION FL5259-1128
Polyglass Root Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 14 of 14
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: BORAL ROOFING, LLC
3093 "A" Industry Street
Oceanside, CA 92054
(760)435-9842
www.cerartlusa.coril
Manufacturing: Oceanside, CA
Quality Assurance: UL LLC (QUA9625)
Certificate of Authorization No. 29824
SCANNED 17520 Edinburgh Dr
Tampa, FL 33647
BY (813) 480-3421
St. Lucie County
FLORIDA BUILDING CODE, 6' EDITION (2017)
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1504.3.1, 1504.3.2, 1518.9, 1523.6.5.2.4
Properties: Wind Resistance, Physical Properties
PRODUCT DESCRIPTION
Pine Crest Shake
Issued June 14, 2018
Profile: 16 in. x 52 in. panel; leading edge is tumed down 1 in.. and back edge is bent up and horizontally
back 1.5 in. Panel side laps are 2 in.
Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule
Material: Min. 26.ga. ASTM A792 AZ50; Fy ='min. 40 ksi; Shall conform with FBC Section 1507.4.3
Cottaoe Shinole
Profile: 14 in. x 51 In, panel; leading edge is turned down 1 in. and back edge is bent up and horizontally
back 1.5 in. Panel side laps are 2 in.
Description: Preformed, fastened, stonedcoated steel panels with No. 14 granule
Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1607.4.3
1 of 14
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.
�w CREEK BOR4LROOFINGLLC
CREEK Metal Shingles
TECHNICAL SERVICES, LLC
Pacific Tile
Profile: 16 in. x 52 in. panel; leading edge is turned down 1 in. and back edge is bent up and horizontally
back 1.5 in. Panel side laps are 2 in.
Description: Preformed, fastened, stoned coated steel panels with No. 14 granule
Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3
Barrel Vault Tile
Profile: 13-1/2 in. to 14 in. x 45-1/8 in, panel
Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule
Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3
Granite Ridge Shingle
Profile: Metal shingle with Pittsburgh lock at head lap; 13-11116 in. x 44 in. coverage
Description: Preformed, fastened, stoned -coated steel panels with No. 14 granule
Material: Min. 26 ga. ASTM A792 AZ50; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3
4C =
I. 461n6
U Li 1-1 Li Li
Li L
Sldelap width 21116"
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 BORAL ROOFING LLC
Metal Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Note - Refer to the APPROVED AssEmaules section of this report for the maximum design pressures of the approved
assemblies.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Direct -to -Deck Installation Patterns
Pacific Tile - Direct -to -Deck Pattern 1
Pine Crest Shake - Direct -to -Deck Pattern 2
Cottage Shingle - Direct -to -Deck Pattern 2
Pacific Tile - Direct -to -Deck Pattern 2
FL27408
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 er9ress nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERvICESr LLC
Direct -to -Deck Installation Patterns
Barrel Vault - Direct -to -Deck Pattern 1
131t2'-
Over Batten Installation Patterns
Panel
Fasrenet
r Underlayment�
Roof Deck
Pine Crest Shake - Batten Pattern 1
Pacific Tile - Batten Pattern 1
Barrel Vault - Batten Pattern 1
BORAL ROOFING LLC
Metal Shingles
Barrel Vault - Direct -to -Deck Pattern 2
Batten Spacing
and Banens
Pine Crest Shake - Batten Pattern 2
Pacific Tile - Batten Pattern 2
Barrel Vault - Batten Pattern 2
BOR18002 FL27408
This evaluation report is provided for State of Florida product approval under Rule 61G203. 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 egress nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. '
CREEK
TECHNICAL SERVICES, LLC
Granite Ridne Installation Patterns
Roof Panel
/Ply Sheathing
Granite Ridge - Direct -to -Deck
461116'
T T T T T T T
lu U UULJU
U U U U
BORAL ROOFING LLC
Metal Shingles
Panel Fastener
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
TECHNICAL SERVICES, LLC
APPROVED
BORAL ROOFING LLC
MetalShingles
aDlrecloDeck PaEte�n1:� OUR
Slope: 3:12 or greater
Solid or closely fitted min. 15132 in. plywood sheathing for new and existing construction at.
Roof Deck:
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.
Installed in accordance with FBC requirements. In the HVHZ, The minimum underlayment
Underlayment
shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved
underlayment for use in the HVHZ.
26 ga. Metal Panel installed as shown in INSTALLATIONWith four (4) #10-16 x 2-1/2 in.
HWH corrosion resistant wood screws through the vertical leg at the headlap beginning at
the center of the side lap and four (4) #10-16 x 2-1/12 in. HWH corrosion resistant wood
Attachment:
screws through the horizontal leg at the back of panel beginning at the side lap, Fasteners
shall penetrate through the deck a minimum 3/8' and shall comply with section 1506.6 and
150T4.4.
Maximum Design
-52.6 pelf
Pressures:
Pressure calculated using 21 margin of safety
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1 60 ft 60 ft
1 60 It 60 ft
B
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'60 ft
C
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60 It
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60 ft
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0 ft
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D
60 It
60 ft
60 ft
60 ft
60 ft
60 ft
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31 ft
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60 It 60 It
60 ft
60 fit
60 ft
55 ft
36 ft
NA
C
60 ft
60 ft
60 ft
60 It
50 It
26 It
NA
NA
NA
D
60 ft
60 ft
60 ft
AS It
21 ft
NA
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60 ft
60 ft
60 ft
60 ft
35 ft
NA
NA
I NA
I NA
G
1 60 It
60 ft_
1 33 It
1 19 ft
NA
NA
NA
NA
NA
D
1 60 ft
35 ft
I NA
I NA
NA
NA
NA
NA
NA
Notes: 1) Exposure category for the structure location shall be as defined in the international Building Code 2)_ Limitations are
based on the exposed area of 10ft2 or less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4) Applicable for Enclosed Buildings Without overhangs.5) NA = `Not Allowed" 6) Ke= 0.85 7)'Projects with mean roof
heights of greater than 60 ft shall be evaluated by a licensed design professional. 8) See page 13 for delaiis for dimensions and
locales of Zane 1 2 and 3 9 V,er is shown in the above table. Design pressures are calculated using V„e = V, 40.6.
For hip rook 2:12 to 5.6;12, Zone 3 shall be treated as Zone 2
BOR18002 FL27408
This evaluation report is provided for State of Flodda 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.
NCREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Metal Shingles
Slope:
3:12 or greater
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck;
max. 24 in. span; In the HVHZ, new construction shall be min. 19132 in. plywood at max.
24 in. span; Designed by others in accordance with FBC requirements.
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
Underlayment:
shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved
undedayment for use in the HVHZ.
26 ga. Metal Panel installed as shown in /NsrALLATioN with eight (8) #10-16 x 2-1/2 in.
HWH corrosion resistant wood screws through the vertical leg at the headlap beginning at
Attachment:
the center of the side lap and eight (8) #ld-16 x 2-1/2 in. HWH corrosion resistant wood
screws through the horizontal leg at the back of panel beginning at the side lap. Fasteners
shall penetrate through the deck a minimum 3/8" and shall comply with section 1506.6 and
1507.4.4.
Maximum Design
-127.5 psf
Pressures:
Pressum calculated using 2:1 margin of safety .
"c � '_
t
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60 ft
60 ft
60 ft 60 ft
60 ft
60-ft
60 ft
60 ft
60 ft
C
60 ft
60 it
60ft 60 ft
60 It
60 It
60 ft
60 ft.
60 ft
D
1 .60 ft
60 It
60ft 60 ft
60 ft
60 it
60 It
608
60 ft
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60 ft
60 ft -
$Oft 60 ft -
60 ft
60 ft
60ft
60 ft
60 ft
C
60 It
60 ft
60 ft 60 ft
60 ft
60 It
60 ft
60ft
60 ft
D
60 It
60 ft
60ft 60 ft
60 ft
60 It
.60 It
60 ft
60 ft
.xc ",._....4,:.fr„
s'r'ra
.cw..,,,a,
s 6otie $4o_mer
u.,._..�. a�:ea .r
�.a.,
B
60 ft
60 ft .
60 ft
60 ft
60 It
_ 60 ft
J 60ft
I 60ft
60 It
C _
60ft1
60 It
'60ft
60 It
60 It
60ft
60ft
1 60ft
48ft
D
60 It
1 60 ft
60ft
60 It
60 ft
60 It
60ft
1 38 ft
20 It
Notes:- 1) Exposure category for the stmcture location shall be as defined in the International Building Code 2) Limitations are
based on the exposed area of 10tt or less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs: 5) NA ='Not Allowed" 6) Ke= 0.85 7) Projects with mean roof
heights of greater than 60 it shall be evaluated by a licensed design professional '8) See page 13 for details for dimensions and
locales of Zone 1, 2 and 3 9 Vm Is shown in the above table. Design pressures are calculated using V.d = V,m40:6.
"For hip roofs 2:12.to 5.6:12,Zone 3 shall be treated as Zone 2
BOR18002 FL27408
This evaluation report is provided for State of-Flodda 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
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Metal Shingles
B�Patferp�1 y.�- �3 y y'-
rE-a.-.E__".v_...< '�.J 1.:.'.k, jz`✓n4 NL. f inns-L .+.. _`5k\a i:�.�". ?g'a>fF`t' 9i`3 trs£'�M51
Slope: 3:12 or greater
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
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.
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
Underlayment
shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved
underlayment for use in the HVHZ.
Nominal No. 22x2 SYP wood battens spaced 14-1/2 in. o.c. and oriented perpendicular to
Battens:
the wood joists. Battens secured with one (1) #8-11 x 3 in. bugle head wood screw at
each ratteritruss intersection. In the Non-HVHZ, If counter batten/batten installation is
Used, refer to CouNTER BATTEN/BATTENINSTALLATrONsection of this report.
26 ga. Metal Panel installed as shown in 1NSTALLAT/ON with five (5) #10-16 x 2 in. HWH
Attachment:
corrosion resistant wood screws (four (4) fasteners for Barrel Vault) through the vertical leg
at the headlap beginning at the center of the side lap. Fasteners shall comply with section
1505.6 and 1507.4.4.
Maximum Design
-82.5 psf
Pressures
Prassure calculated using 2:1 margin of safely
}r`hs3
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B
60 ft
60 If -60 ft
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60 ft
60 ft 60 ft
60 It
60 It
60 It
60 It
60 ft 60 ft
D
60 ft
60 ft 60 ft
60 It
60 it
60 it
60 ft
60 it 60 It
B.
60 If
60 ft 60 ft
60 ft
60 ft 60 ft
60 ft
60 It 60 ft
C
60 ft
60 ftf 60. ft
60 ft
60 ft
60 ft
60 ft
60 it 38 ft
D
60 ft
60 ft 60 ft
60 ft
60 ft
60 It
60 ft
30 It 19 ft
_
s_oe3ome
_
p�ar g
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B
60 ft
60 It 60 ft
60 ft
60 ft
60 ft
60 It
ft
30 If
C
60 It
60 ft 60 ft
60 ft
60 ft
35 ft
19 ft
1 NA
I NA
D
60 It
60 ft 60 ft
60 ft
1 30 ft
I NA
I NA
I NA
I NA
Notes: 1) Exposure category for the structure location shall be as defined in the international Building Code 2) Limitations ate
based onthe exposed area of 108° or less 3) Topographic factors such as escarpments or hills are not Included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = 'Not tAllowed' 6) Kd= 0.85 7) Projects with mean roof
heights of greater than 60 It shall be evaluated by a licensed design professional 8)'See page 13 for details for dimensions and
localesW Zone 1, 2, and 3 9 V,er is shown in the above table. Design pressures are calculated using Vw = VdA.6.
or nip roofs 2:1 Z to 5.6:12, Lone 3 shall be treated as Zone 2
BOR18002 FL27408
This evaluation report is provided for State of Florida product approval under Rule 61G20a. 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.
y-,
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Metal Shingles
Slope'
3:12 or greater
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span; In the HVHZ, new construction shall be min. 19132 in. plywood at max.
24 in. span; Designed by others in accordance with FBC requirements.
Installed in accordance with FBC requirements. In the HVHZ, the minimum undedayment
Underlayment:
shall be ASTM D 226, Type tl installed In accordance with Section 1518.2 or any approved
underlayment for use in the HVHZ.
Nominal No. 2 Zx2 SYP wood battens spaced 14-1/2 in. o.c. and oriented perpendicular to
Battens:
the wood joists. Battens secured with one (1) #8-11 x 3 in. bugle head wood screw at
each rafteritruss intersection. In the Non-HVHZ, If counter batten/batten installation is
used, refer to COUNTER BATTEWBATTEN INBTALLATioN section of this report.
26 ga. Metal Panel installed as shown in INSTALLATION with ten (10) #10-16 x 2 in. HWH
corrosion resistant wood screws (eight (8) fasteners for Barrel Vault) through the vertical
Attachment:
leg at the headlap beginning at the center of the side lap. Fasteners shall comply with
section 1506.6 and 1507.4.4.
Maximum Design
-160 psf
Pressures:
Pressure calculated using 2.1 margin of safety
Max
`mamS�Mevarh
i�` ,L .y�itCY-I(S'x Hy�afA'fX}
Ro T t e gf btfot Va IHrp?tioofs S
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V. ..A}F✓.£ _
TVS
B
60 it
60 it
60 it
60 it
60 it 60 ft
1 60 it
60 it
60 it
C
60 it
60 it
60 ft
60 ft
60 it 60 It
1 60 ft
60 it
60 ft
D
60 ft
60 ft
60 ft
60 it
60 it 60 ft
1 60 ft
6011
60 it
B
60 it
60 it
60 it
60 it
60 ft '60 it 60 ft
60 ft
60 it
C
1 60 it
60 it
60 ft
60 it
60 ft . 60 it 60 ft
60 ft
60 it
D
60 ft
60 ft
60 ft
60 ft
60 it 60 it 60 it
60 ft
60 ft
���'-
�--
B
60 it
60 ft
60 it
1 60 It
1 60111 60 ft 60 ft
60 ft
60 ft
C
60 ft
60 $
60 ft
60 ft
ft 660 it 60 0 ft
60 ft
60 ft
D
60 ft
1 60 ft
1 60 ft
1 6011
1 60 it 60 ft 60 it
60 ft
50 it
Notes: 1) Exposure category for the structure location shall be as defined in the International Building Code 2) -Limitations are
based on the exposed area of 10ft2.or less 3) Topographic factors such as escarpments or hills are not Included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA ='Not Allowed°(5) Ke= 0.85 7) Projects with mean roof
heights of greater than 60 it shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and
locales of Zone 1, 2, and 3 9 Va, is shown in the above table. Design pressures are calculated using V� = Vw,10.6.
'For hip. roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2
BOR18002 FL27408
This evaluation repents 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
TECHNICAL SERVICES" LLC
BORAL ROOFING LLC
Metal Shingles
3—'- YeTY ✓d�fi'^
ryY +( 2 H "S 'i�" Lv' i Y%d i+ v,���li��
Slope:
4:12 or greater
Solid or closely lifted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
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.
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
Underlayment:
shall be ASTM D 226, Type II installed in accordance with Section 1518.2 or any approved
underlayment for use in the HVHZ.
26 ga. Granite Ridge installed with seven (7) #9-15 x 1-112 in. HWH corrosion resistance
wood screws along back flange of panel as shown below (max 6-i/4 in. o.c. fastener
Attachment:
spacing). Side laps should be staggered a minimum of 9 Inches. Fasteners shall
penetrate through the deck a minimum 318" and shall comply with section 1506.6 and
1507.4.4.
Maximum Design
-110,psf
Pressures[ JPressure
calculated using 2i1 margin of safetyper 1504.9
d
eagf-RooOHaights
ges1rt1'
or�b[e�Hrp� oofs��;;,+
�s
�, �1Slo
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y -.�-"
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1n130
40
(69 A_WE$0�
€ 20ff
.p12fl
3E1
.ia19Q
B " 60 it 60 it
60 ft `60 ft
60 It
60 it 60 It
60 ft
60 ft
C 60 it 60 It
60 it 60 it
60 R
60 ft 6011
60 it
60 it
D 60 ft 60 It
60 ft 60 ft
60111
60 ft 60 It
so ft-
60 it
".,..-s,,`.ZoOe.�y�e>•I{,nete�'�,a.,..,."b�w�'-.a��?-a�.�?.��.�'�w�,�..,
n.
B
60 ft 60 it
60 ft
60 it
60 ft
6011 60 It
60 ft
60 it
C
60 ft 60 it
60 ft
1 60 it
60 It
1 60 It 1 60 ft
60 ft
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D
60�ft 601
60 ft
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60 ft
60 ft60 ft
44 ft
25 ft
- --
u-'"
.GO
-:+`ff
B
60 ft 60 It
60 ft ' 60 ft
60 ft
60 ft 60 ft
57 it
38 It
C
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60 ft 60 ft
60 it _
- 40 ft 23 it
NA
NA
D
60 ft 60 ft
60ft 6011
1 33 it
I 19 ft NA
NA
NA
Notes: 1) Exposure catelgory for the structure location shall be as defined In the Florida Building Code 2) Limitations are based
on the exposed area of 10ft or less 3) Topographic factors such as escarpments or hills are not included in the above assessment
4) Applicable for Enclosed Buildings_ without overhangs 5) NA = "Not Allowed" 6)" lfa = 0.85 7) Projects with mean roof heights of
greater than 60 ft shall be evaluated by a licensed design professional 8) See page 13 for details for dimensions and locales of
Zone 1, 2, and 3 9 Vm is sham in the above tattle. Desi.. n -ressures are calculated using V„a = V, 40.6 er 1609.3.1.
"For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2
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.
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IOGISUILIS
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Niid00?J 1V2109 Jl Q ✓
CREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Metal Shingles
ult.
Wino
Speed
(mph)
5100
110
120
- -----
Type
-----•
-.•••.-••
n o„u.raawner
nequirement
Tor
Reroofing
RoorT
with Counterbatten
and Rafter of
Specific Gravity?:
0.5
eand.Slo
78d
2
-Zone1
B
#8
1
14
14
Y
14
14
14
1
14-
A4
14
7
14
14 -
14
1
16d
2
14
14
2
14
14
14
-.2
14 -
14
14
2
14
14
14
2
Gable
C
#6
1
14
14
14
14
14
14
1
14
14
14
1
14
14
14
1
Roof
16d
2
14
14
10
14
14
14
2
14
14
74
Z
14
14
10
Slo
Zone2
B -
#8
1
14
14
14
14.
14
14
1
14
14
14
1
14
ib
14
a 3:12
16d
2
14'
t4
10
14
14,.
14
-2
14.
'14
14
2
14
14
40
to 6.1:12"
C
#-
1
14
14
.14
14
14
14
1
14
14
14 -
1
14
14 .
74
t6d
2
14
14
7
14
14
10
-2
14
14
10
2
14
10
7
Zone
B
#B
14
14
14
14
14
14
1
14
14
74
2
14
14
10
-
16tl
14
14
7
14
14
to
2
ib
14
10
2
14
10
7
C
#8
14
14
14
14
14
14
1
14
14
. 14
2
14
74
10
Gable
Zone
B
16d #a
14 14
'14 14
14 14
14 -14
14 14
14 14
2 1
14 14
14 14
14 1414
2 1
14. 14
14 14
`14 14
Roar Sla
G
16d #8
14 ib
14 14
�14 14
e>5 1:121012:12
Zone
B
16tl #8
14 14
_ 14 14
14. 14
2& 3
C
16d #8
14.14
74 14
14 14
ure
Fastene
Battens
Counterbatten = 1.25 "
Counteibatten =. 1.00 '
CounterfxSaft
Battens
Countedxalle=1.25 °
Counterbatten . =r °
Counterbaryen = 0.7 � °
_ Battens
Counterbatten =].2- °
Cdunted>attan
Coonterbatten =.0.7 "
14
14
2
14
74
14
Z-
14.
14
2
14
14
14
Z
14
14'
-14
2.
14 .
14
2-
14
14
14
14
'14
' 14
1
44 -
14
14 -
1
14
14 -
14.14
14
14.
14
2
14
'14
14
2
14
14
14
'14
14
1
14
14
'14
1
14
14.
14'
14
14
14
14.-
2
14
14
14
2
14
14
14
ib
14
1
14-
14
14
1
14
14
,14
130
740
Batten°
Countedxanon=1.25.'
Counterliaryen =. 1.Oe"
Counterhatten = 0:7 °
Battens
Counterhatten = 1.2 °
Countedsatten - =1.00 °
Couotedtatten = 0.75 °
14
14
14
2
14
14
14
2
14
14'
14
14
14
10
2:..
10
between
and counter
14
14
14
1
14
14
14
1
14
14
14
14
44
14
1
14
14.
14
iq
14
14
2
14`
14
14
2
14
74
14
14 .
14
10-
2
14
14
10
a:12 and
hatton
14
14
14
1
14
14
14
1
14
14
1q
14
14.
14
1
14
14
14
5 6:1Z
fam,.o.a
2
14
14
10
2
14
10
10
2
14
10
7
10
10
7._
3
10
7
7
Zone
1
14
74
14
1
14
14
14
2
14
14
0
14
14
10
2
14
70
10
3 shall
2
14
;14
10
2
14
,10
10
2
14
'10
7
10 -.
90
7 -
3
t0
7
7
be
1
14'
14
14
1
14
14
14
2
14 -
'14
10
14 -
14
10.
2
14
1D
10
treated
2
10
10
7 .
3
10
7
4
a
10
7
4
7
- 7
4
- 3
7
4
4
as
2.
14
14
10
2
14
ill
7
2
14
10
7
14
10
7
3
0
7
4
Zone 2
2
10
10
7
3
10
7
4
3
10
7
4
7
7 -
4
3
7
4 ,.7
q
2
14
14
10
2
14
10
7
2
_ 14
to
7
14
10
7
10
4
2
14
94
14
2.
14
14
14
2
14
14
14
14
14
10
74
14
10
1
14
14
14
1
14-
14
14
1.
79
-1414
14
14
14
14
14
14
14
2
14
14
14
2
14
14.
14
2
q4
-
14
14
14
10
14
14'
10
-1
14
14
14
�
14
14
-14
1
14
14
14
1-
'.14
14
14'
14
14
14
2
14
14
14
2
14."
14..
14
-2
14
14
10
2-
14
14.
70
14
10
1
14
94
14
i
14
14
14-
1
14
14
14
1
14
14
14
2
14
14
2
14
14
-14
2
14
14
14
2
14.
14'
10
-;2
14
14
10
2
10
1
1q
14
74
1
14
14
14-
1
14
-14
14
1
14
14
N14180
150
Batted
Counterbattert = 725' °
Counterbatten -= to '
CounterbaXen =.0.75 "
160
970
Batted
Counterbaryen =. 1.25""
Countedsatten =1.00°
coameroanen =ois'
Batted
Counterbatten = 1.25 °
Counlerbatten = t00 "
Coubterbatten -= 0.75°'
Battens
Countedsatten '=: 1.25u°14
Coonterbatten =1.00' °'14
Counterbauen =0.1
Notes: 1) for hip roofs
2) The batten
- - .................. , .nw, miy srwrm.nans and Fu x J-mcn wood screws
3) For batten to counter batten attachment, the number of fasteners at each Intersection are shown foe each Wind load
condition
4) For counter batten to rafter attachment, the fastener spacings along each. counter batten are shown for each wind load
condifiom The counter batten fastener shall penetrate Into the rafter a minimum distance (p) as shown on the table
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CRI
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this raport is tir
This evaluation report does notexpressnor imply warranty, installation, recommended use, or other, product attributes that are
specifically addressed herein.
,
CREEK BORAL ROOFING LLC
Metal Shingles
TECHNICAL SERVICES, LLC
Gable
Hip
2 1 2 2 1 2
n
Dimension 'a" shall be 10% of the least horizontal dimension or (0.4 x Mean. Roof Height), whichever is smaller, but
not less than either 4% of the least Horizontal dimension or 3ft.
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. 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.
3. Reroofing'shall be in accordance with FBC Section 1511 outside the HVHZ or Section 1521 within the
HVHZ.
4. Installation of the evaluated products shall comply with this report, the. FBC and RAS
133 in the HVHZ, and
the manufacturees published application instructions. Where discrepancies exist between these sources,
the more restrictive and FBC compliant installation detail shall prevail.
5. All products listed in this report shall be manufactured under a
quality assurance program in compliance with
Rule 61G20-3.
REFERENCES
Enti Report No.
Standard
Year
PRI Construction Materials Technologies (IST5878) BORR-099-02-01A
ASTM'B 117
2016
TAS 110
2000
PRI Construction M_ atedals'Technologies (TST5878) BORR-099-02-01 B
ASTM G 155
2005a
TAS 110
2000
PRI. Construction Materials Technologies(TST5878) BORR-099-02-01C
TAS100
1995
PRI Construction Materials Technologies (TST5878) BORR-099-02-01 D
UL 580
2006
UL1897
2012
TAS 125
2003
PRI Construction Materials Technologies (TST5878) BORR-099-02-01 E
UL 580:
2006
UL 1897
2012
TAS 125
2003
PRI Construction Materials Technologies (TST5878) BORR-099-02-01F
ASTM E 8
PRI Construction Materials Technologies (TST5878) BORR-099-02-01 G
TAS 100
1995
PRI Construction Materials Technologies (TST5878) GRT-007-02-01
ASTM B 117
2016
TAS 110
2000
PRI Construction Materials Technologies (TST5878) GRT-008-02-01
ASTM G 155
2005a
TAS 110
2000
PRI Construction Materials Technologies (TST5878) GRT-022-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878) GRT-02"2-61
UL 580
2006
UL 1897
2012
TAS 125
2003
CREEK Technical Services, LLC Anchorage
ASCE 7
2010
Calculations
ANSIIAWC NDS
2015
BOR18002 FL2740a
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 eirpress nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
BORAL ROOFING LLC
Metal Shingles
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6P Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
EN 3F ;FiPj•+��
No 74021
�90: STATE OF ; �14/`
piss/ONAr ��`.
2018.06.14
j� 11:43:,19
0 00
Zachary R. Priest, P.E.
Florida 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 controlledby any company manufacturing or distributing products under
this evaluation.
Zac iary.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.
This evaluation report is provided for State of Florid
Technical Services,. LLC of any product changes or
This evaluation report does not express nor imply u
specifically addressed herein.
END OF REPORT
ict approval under Rule 61G20-3. The manufacturer shall notify CREEK
assurance changes throughout the duration for which this report is valid.
installation, recommended use, or other product attributes that are not