HomeMy WebLinkAboutProduct Approval 1
_ Ydiwnw 1{ i
� �ll✓ "
46f I 6'�iio A I ti It-
- BCIS Home ' Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I.1 BCIS Site Map Links Search
Florida
pr
1'I R' ,Product Approval
USER.Public User
z11� RECEIVED
Aooroval Menu>Product or Application Search>Application List>Application Detail
FL# FL5259-R26Sia OCT 0 5 ZV I/
Application Type Revision
Code Version 2014
PERMITTING
Application Status Approved St. Lucie COUnty, FL
Comments
Archived Cj
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive �p Cop
Fernley,NV 89408
(570)384-1230 Ext F
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative James E.Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Ind. Park
Hazleton,PA 18202
(800)894-4563
akins@polyglass.com
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 04/24/2018
Validated By John W.Knezevich, PE
06 Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R26 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
ASTM G154 2006
ASTM G155 2005
IIIIII1r�—I
• FM 4474 • 2004
FRSA/TRI April 2012 2012
UL 1897 RECEIVED
CEIVED 2004
Equivalence of Product Standards OCT 0 J 2011
Certified By PERMIT-TING
St. Lucie County, FL
Sections from the Code
Product Approval Method Method 1 Option D
L
Date Submitted 03/13/2017
Date Validated 03/22/2017
Date Pending FBC Approval 03/22/2017
Date Approved 06/13/2017
Summary of Products
FL# Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5259 R26 II 2017 03 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R26.odf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure in this Evaluation Reports
application relates to one particular FL5259 R26 AE 2017 03 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck)for R26.Ddf
use under foam-on tile systems(where the Created by Independent Third Party:Yes
underlayment forms part of the load-path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures.2.)Refer to ER Section 5 for
other limits of use.
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
eChfck
Credit Card -
safe
i
I
i
i
EXTE IOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
FTRITYINJtRD 353 CHRISTIAN STREET, UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report 1312060.02.09-1122
150 Lyon Drive F1.5259-1126
Fernley, NV 98408 Date of Issuance:02/24/2009
(5701 384-1230 Revision 22:03/13/2017
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 5a' Edition (2014) 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.
CON INUED 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. if the product changes or the
referenced Quality Assurance documentation changes. Trinity[ERD 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 "TrinitylERD 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: �,,�g,t,�nrq•—
��Cj�o=ggt'S51'
i'= The facsimile seal appearing was authorized by Robert Nieminen,
�;`w,, P.E.on 03/13/2017.This does not serve as an electronically
Robert J.M. Nieminen,P.E. '., i•• rc.:o signed document. Signed,sealed hardcopies have been
.,,s••:...,
Florida Registration No.59166,Florida DCA ANE1983 transmitted to the Product Approval Administrator and to the
named client
CER IIFICATION OF INDEPENDENCE:
1. 1 rinityIERD 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. I rinity ERD 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. is is a building code evaluation. Neither Trinity I ERD 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.
i
�-I
VTR1NrrYJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: U nderiayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 5th Edition (2014) 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 2004
1504.3.1 Wind Uplift UL 1897 2004
1504.6 Accelerated Weathering ASTM G154 2006
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties. ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.3.3 Installation Practice FRSA/TRI April 2012 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
I
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 JX20117A 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 P30540.11.09-111 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 P33370.03.11 03/02/2011
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22
Certificate oJAuthorizotion#9503 FBC NON-HVHZ EVALUATION F1.5259-1126
Polyglass USA,Inc. Revision 22:03/13/2017
Page 2 of 14
I
•
TRINITY+ERD
9fliRy Examination Reference Date
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
1 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
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 04/30/2023
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-131 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 P44360.10.14 10/07/2014
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 PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
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 PA Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.04/24/2018
4. PRODUCT DESCRIPTION:
41- Mechanically Fastened Underlayments ;
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4.21 Self=Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,surfaced
with polyolefinic film surface;meets TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly-film surface;meets TAS 103•
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA,Inc. Revision 22:03/13/2017
Page 3 of 14
F)o
TRINITY I ER®
4.2.4 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 TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 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 TAS 103.
4.2.7 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 ASTM D6222.
4.2.8 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.
4.2.9 Polystick Tile Prolm is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103.
4.2.10 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:Undeirlaymentsr
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the underlayment composed of an 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 S6 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 TrinityJERD 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.
I
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FLSZ59-R26
Polyglass USA,Inc. Revision 22:03/13/2017
Page 4 of 14
i
i
Q"TRINITYIERD
5.5 Allowable Roof Covers:
TABLE 1:;_ROOF,,COVER OPTIONS
Wood Shakes
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate
Elastobase Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Elastobase P Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet In 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Polyglass APP Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
-� Polystick MTS Yes Yes No Yes Yes Yes
Polystick MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes
PolystickTU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
PolystickTUMax No Yes Yes (See 5.5.1) Yes No No
Polystick Dual Pro Yes Yes No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick MUA 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
Yes Yes Yes (See 5.5.1) No Yes Yes
or SA-APP Cap Sheet(FR)
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONst
Adhesive Florida Product Underlayments
Approval
Convenience Products'Touch'n FL14506 Polystick TU Plus,Polystick TU Max
Seal StormBond Roof Tile Adhesive
Dow TileBondTM FL717 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 56 G,Polyflex G,Polyflex SAP,Polyflex SA Cap
FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset®RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap
FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polyglass PolyLok Roof Tile FL17855 Polystick TU Plus or Polystick TU Max
Adhesive
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22
Certificate ofAuthorizotion#9503 FeC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA,Inc. Revision 22:03/13/2017
Page 5 of 14
i
QOTRR1Nrry,JERD
5.6 Allowable Substrates:
j 5.6.1 Direct-Bond to Deck:
Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSS 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 the
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.
5.6.4 Wind Resistance for Underlavment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA,Inc Revision 22:03/13/2017
Page 6 of 14
I
i
0
I '
QO
TRINITY ER®
5.6.4.30 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 1A.
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 S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller,as
set forth in Section 5.3,Note 1 of ASTM D1970-09,should be established as to slip resistance.
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).
63-;` Elastobase,Elastobase P or Mule-Hide Nail Base.
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, 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.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA,Inc Revision 22:03/13/2017
Page 11 of 14
I
TRINITY I ERD
b 4 Polystick MTS,MTS PLUS,IR-Xe,TU PTU Plus,TU Max,.Dual Pro,Tile-Pro or MU-X or Poiyflex SAP,Polyflex SAP•�R,
Mule-Hide SA-APP.Cap Sheet or Mule=Hide SA=APP Cap Sheet
j 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
Note: 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 5.3, Note 1 of ASTM D1970-09,should be established as to slip resistance.
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(FIR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-
Hide Back Nailing Guide. 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
v,
(the sheet will overlap the fabric).
I
I
I F
I
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
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
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick 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.
For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
For nail-on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22
Certificate ofAuthorizotion#9503 FBC NON-HVH2 EVALUATION FL5259-R26
Polyglass USA,Inc. Revision 22:03/13/2017
Page 12 of 14
yy�y 141drNfM 1I
II6 " Il `l
BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff BCIS Site Map Links I Search
dbProduct Approval
I r 4-On
USER:Public User
�
Product Approval Menu>Product or Application Search>Application List>Application Detail
+ FL# FL14645-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived f1
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,Suite 200
Louisville,KY 40202
(502)855-4300
dstermer@metaIsales.us.com
Authorized Signature David Stermer
dstermer@metaisales.us.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Bala Sockalingam
Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Yoosef Lavi, P.E.
CJ Validation Checklist-Hardcopy Received
Certificate of Independence FL14645 R2 COI CertificateIndepen den ce.odf
Referenced Standard and Year(of Standard) Standard Year
FM 4470 1992
TAS 125 2003
UL1897 1998
UL 1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14645 R2 Eouiv TestEouivalentC2010 UL.odf
Sections from the Code •
i
Product Approval Method Method 1 Option D
Date Submitted 03/31/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof panel
over min. 19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II Eva]uationReoortC2010 1.Pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-86.0 Evaluation Reports
Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE Evaluation ReoortC20 10 1.odf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes
14645.2 5V-Crimp Min.26 ga.,24 wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel flat.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 2.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-149.6 Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24"o.c., FL14645 R2 AE EvaluationReoortC2010 2.odf
131.3 psf at fastener spacing of 18"o.c.and 149.6 psf at Created by Independent Third Party:Yes
fastener spacing of 12"o.c.
14645.3 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationRenortC2010 3.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-196.75 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R2 AE EvaluationReoortC2010 3.odf
74.8 psf at fastener spacing of 16"o.c.and 196.75 psf at Created by Independent Third Party:Yes
fastener spacing of 8"o.c.
14645.4 5V-Crimp Min.26 ga.,24"wide through fastened roof panel over min.
15/32"thick plywood deck or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReDOrtC2010 4.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-172.5 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R2 AE Eva IuationReoortC2010 4.odf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.5 Aluminum Classic Rib Nom.0.032"thick,36"wide,aluminum through fastened roof
panel over min. 15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReDOrtC2010 5.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-120 Evaluation Reports
Other:Uplift load of 30 psf at fastener spacing of 36"o.c.and FL14645 R2 AE EvaluationReoortC2010 5.odf
120 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.6 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof
panel over min. 15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II Evaluation ReoortC2010 6.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
I
r
y
x
EVALUATION REPORT OF
METAL SALES MANUFACTURING.CORPORATION`
16.GA.:5V-CR1W. PANEL'
f1
i FLORIDA BUILDING CODE 5TH EDITION,(2014)
FLORIDA PRODUCT APPROVAL
B'a
F_ FL 146-0 3-R2
ROOFING
METAL ROOFING
1
i
�I
�i
Prepared For:
Metal Sales Manufacturing Corporation
yi 545 South 3rd Street,Suite 200
Louisville,KY 40202
43 Telephone: (502) 855-4300
Fax: (502) 8554290
�s
is Prepared By:
i Bala Sockalingam,Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C I
Tulsa,OK. 74106
t{
Telephone: (918)492-5992
f;
FAX: (866)366-1543
t'r
'j
pp3�
r{
This report consists of
Evaluation Report(3 Pages.including cover)
ti Installation Details (1 Page)
{ gOCKgt��si��i
E
r1 a
'No 62240 .
H Yi :1•
7C �
F Report No. C2010-3 STATE OF r 4U:
<< Date: 3.27.15 or0�. A, . lil
O e
�•� � 3.3c ,20 l� i
I
FL 14645.3-R2
C2010-3
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
i
Panel Description: 24" wide coverage with(5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel(ASTM A792)or painted steel (ASTM A755).
Deck Description: Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c.across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
FL 14645.3-R2
C2010-3
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No.T181-05,Reporting Date 7/21/05 (Tests#1 &2)
Project No. T240-09,Reporting Date 9/22/09
Architectural Testing, Inc.—West Palm Beach,FL
(Formerly Hurricane Test Laboratory,LLC)
Project No. 0103-0712-09,Reporting Date 9/1/09
I
ea �
p,
EXISTING SHINGIES SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMONLY ENT FASTENER AT PANEL FLAT 5V-CRIMP
(OPTIONAL) i- (PANEL OVERLAP) NEW CONSIRUCTION)R ENDS REQUIRED FOR PANEL
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE
(OPTIONAL) 8d x 2.5' LONG RING SHANK NAIL PRESSURE TABLE ON THIS SHEEP.
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 5" O.C. IN THE FIELD &
MIN. 2X- WOOD RAFTER/JOIST/ 4' O.C. AT PLYWOOD EDGES 9
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X-SECTION N
12
#9-16 OR $10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE �i�e l
NEW UNDERLAYMENT WITH SELF $FACING WASHER AT o .�
(REQUIRED ONLY FOR MAXIMUM SPACING OF 38' O.C. FASTENER PRESSURE p�ao
NEW CONSTRUCTION) SPACING T (PSF) "' N
EXISTING SHINGLES MIN 26MGA. 36 41.6g
(OPTIONAL)
18 74.8 �
s
Ul
B 196.75
TJ C u
a E>aSTING UNDERLAYMENT DETAIL 1, ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
PLYWOOD
(OPTIONAL) 19/32"THICK (MIN.) GENERAL NOTESti
I ��j
Lv
FLORIDA BUILDING CODE (FBC). f #
2. ROOF PANELS SHALL BE MIN. 26 GA. (I = 0.01691. EFFECTIVE COVERING fo
#9-16 OR #10-14 WOODSCREWS WIDTH OF PANEL - 24". :
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT SPECIFIED ON THIS DRAWING.
(REQUIRED ONLY FOR MAXIMUM SPACING OF 38' O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES 5V-CRIMP 5, ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
(OPTIONAL) MIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/fRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
EXISTING UNDERLAYMENT J PLYWOOD
(OPTIONAL) 19/32'THICK (MIN.) 2010-3
DETAIL 2 S E W.
1 OF 1