HomeMy WebLinkAboutNotice of Commencement (2) ZL3l2Im11� Fll lkb BuildingQnlhh,sla
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EMMEMEMProduct Approval Menu>Product or Application Search>Application List>A{rormaZ1pC D&IMM
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if¢zttiimm Type Reviiaiichn
code Weirs am 2B14
A�s�czrrrm SI�i� !�a{{�prera�erd
Comments
Archived
Product Manufacturer Gulf Coast Supply &Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-7852
ray@gulfcoastsupply.com
Authorized Signature Ray Bowen
ray@gulfcoastsupply.com
Technical kepresentative
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
d' Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Daniel S. Kuhn
the Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
d Validation Checklist- Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.pdf
FL11651 R2 COI Letter of Name chanoe.pdf
Referenced Standard and Year (of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabLilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA°/p3d%3d 1/5
2/3/2016 Florida Building Code Online
Product Approval Method Method I Upuof-1
Date Submitted 07/OVZ-,'I-
Date Validated 07/10/2015
Date Pending FBC Approval 07/18/2015
Date Approved 08/18/2015
Summary of Products
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Halt ffor tore im ffftdWlfP1 MMMES FL11651 R2 AE 20 R2 26GulfPBR 1x4 15-
32Plywood NonHVHZ.pdf
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Bacl< Next.
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone; BSO-487-182<
The State of Florida is an AA/EEO employer.Copyright 2007-2.013 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 Sectior.
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 dick here.
Product Approval Accepts:
® iaq lzg M
securitvwrnucr
httpsJ/floridablrilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2tTrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d°/g3d 5/5
FLORID,A PRODUCTA,PPR0VAt GuIfCoast
SUPPLY & MANUFACTURING
5 V
26 GA. 5VC'RIMP ROOF PANEL OVER 15/32" PLYWOOD*
O • DA PRODUCT APPROVAL reit). 11651.13 i';
TM
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. SV Crimp Roof Parcel over 95132"ftwood
Florida Product Approval #11651.13 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
,Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator: '*_ NO. 7551,9 -
Dan Kuhn, P.E. #75519 s �s
Florida Evaluation AIDE ID: 10743
®� STA -
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ON
Ra
Validator: Oo®������
Locke Bowden, P.E. #49704
9D�B 6A�B b46R
9450 Alysl�€�ry Place ce.� 3� 2���
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
F-#11653.13 R2®JUNE 15,2415
s ■ • , + +
ENGINEERING,KUHN
• . A e e ® , e e e ® Gulfcoa t
SUPPLY & MANUFACTURING
5 V(�ILf--�
26 GA. 5VCRIMP ROOF PANEL OVER • •
O. DA PRODUCT APPROVAL NO. 1165113 f;.'
TM
Compliance Statement The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage,through fastened
roof panel with fasteners in the panel flat over minimum 15/x" plywood decking.
Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: %" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal,
%a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table"A"
9 25 131.&
Fastener Pattem 12"42- 9-5"-21-9.51,
Fas;mier Fanern ung 16-C➢_C- 16' O;C_
Design Pressure irscErrdes a Safe4r Factor=2.0'_
FL#11651.13 R2•JUNE 15,2015
PRODUCT
. " ! A ® REPORT• e
KUHN ENGMEERING, LLC
11610 ISLAND LAKES LANE, • ' • •
A001*
PLORIDA PRODUCT APPROVAL Gulfcod�t
SUPPLY_& MANUFACTURING
5 V
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.13 .,
TPA
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2_
Evaluation Report Scope: The product evaluation,is limited to compliance with,the structural wind load
requirements of the Florida.Building Code 2014,as relates to Rule fit G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
® UL 580-06-Test for Ublift Resistance of, }loaf Assemblies
UL 1897-04-Uplift Test for Roof Covering.Systems.
Reference Data: d_ UL 58G-a4/T897-98 UpRft Test
Force Engineering &Testiag,N.c.(FBC Organization-TST-5328)
Report Iia. 117-0053T-05& 117-0331T-08
2_ Certificate of Independence
By Dan Kuhn,PE. (FL#75519)@ Kuhn Engineering,LLC
(FEC Organization 9 ANE ID: 10743),
Test Standard Equivalence: I- The UL 580-94 test standard is equivalent to the UL 58MG test standard_
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard_
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Buil'dincr Code and Rule 61 G20-3.005(3)for
manulfacturing under: a quality assurance pmgrarn audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R2•JUNE 15,2015
ENGINEERING,PRO DU Or VALUATI ON' REPORT
KUHN
/�\\\`:FLORIDA PRODUCT APPROVAL u`
-lift SUPPLY & MANUFACTURING
!]\V 1 0
5 V U
• GA. 5VC RIM' ROOF PANEL OVER • •
O. i , PRODUCT APPROVAL NO. 11651.13 I
TM
Design Procedure: For roofs with, in the parameters fisted on the load table,fastening pattern must
at a rnirrimum meet those listed for the applicable wind zone_For al€roofs outside
tate parameters listed on the load table,design evind loads shall be determined
for each peolect in accordance vvirth FOC 20,14 Section. 1603 or ASCE 7-10
using allowable stress design_The maximum fastener spacing listed herein shall
not be exceeded_This evaluation,report is not applicable in High Velocity
Hurricane Zone. Refer to current MOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone_
FL#11651.13 R2•JUNE 15,2015
PRODUCT REPORT® •
ENGINEERING,KUMN
001*"4
LOAD TABLE SPEC GUIX06St
SUPPLY & MANUFACTURING
5V
F26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 116511.13 R:2
Tfvl
ENGINEER LOAD TABLE:26 Ga.5VCrimp Roof Panel over 15/32"Plywood
Build y a Reor iAzz-n WRed Sbp--:2,,,/12" -12"6`k2-Gabes OF. Mp Rodiz,Wind Speeds 120
180mph, Ensure C, Risk Category Il, Enclosed Building, based on Florida Building Code 2014-
120 130 140 150 166 17G 180
WIINID FASTENER SUBSTRATE
(MIN.114
SPEED Penetrafiorr} (MIN.15f32') ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER OR CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 9-9-15x1.5' PlyWood 16-TYPE 1 16-TYPE 1 16'TYPE 1 16'TYPE 1 16'TYPE 1 16-TYPE 1 16Q TYPE 1
ZONE 2 9945x1.5" Plywood 16'TYPE 1 16'TYPE I 16"TYPE 1 16"TYPE 1 W TYPE 1 16'TYPE 1 16"TYPE 1
ZONE 3 #9-15n.I-S' Plywood 16"TYPE 1 16'TYPE 1 16'TYPE t 16'TYPE 1 16'TYPE 1 16'TYPE 2 16'TYPE 2
1.)PANEL DESCRIPTION:5V CRIMP MIN.26 GA_,GRADE 80,24"COVERAGE.
2.)PANEL FASTENER:##9-15X1.5" l-IM WITH SEALING WASHER CW/MIN. A" PENETRATION-
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94-25 PSF@ 16" O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF 916 O.C.FASTENER SPACING TYPE 2 FASTENER PATTERN BASER ON TAS 125,UL 58ML 1897 TESTING-
4.)
€S ING.4.)PLYWOOD DECKING:MIN-%"THICK PLYWOOD MUST BE RESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12,LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=G-85)MULTIPLIED BY 0.6 PEI{FLORIDA BUILDING
CODE 2014
�Y0Q 2 I`a` Note-Dimension(a)is defined as 10%of the minimum ividth of the building or
4011/a of the mean height of the roof,whichever is smaller,however,(a)cannot be
\ ------
---- less than either 4%of the minimum width of the building or 3 feet.
\ TYPE 1 FASTENER PATTERN
----- (1) #9-15 X 1-1/2W HWH W/Sealing Washer
---------------
^�
At Passel Lap�e-
�+AL<i�s B �s f11�fF a
n— ---- --------- � -p�� �0.
TYPE PE 2 FASTENER PATTERN
I I
(1) #9-15 x 1-112"HWH wjSeall rng Washer
--------------------- I
2 - .5 Ok, 9.5® 219
I I
el------------------------I
FL9 11651.13 R2•JUNE 15.2015
. . ® ® e . .
ENGINEERING,KUHN
2= fRlari d�t@wil mlarig� �iilroYima
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I 'Business
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FloridaDepaamentof t ift.. I UoFffi I urlaa tst�wn I Kt&TKqP&% a.� PWimmium I mnstwI susst�--I" I WmI I Sea; I
Businesausm:uct Aa3wd
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Product Approval Menu>Product or Application Search>Application L15t
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pdkdimtmll�l-�..ccrm
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AddlTeSF//Rha0M?,Ta Mol LM ILywm wive
r'ermey, NV 98408
(602) 363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
H.azl.eton_PA.182.2
(800) 894-4563
jakins@polyglass.com
Category Roofing,
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional.Engineer
W1 Evaluation Report- Hardcopy Received
Florida'Engineer or Architect Naro.e.who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/01/2017
Validated By John W. Knezevich, PE
idl Validation Checklist-Hardcopy Received
Certificate of Indepenoence FL5259 R24 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
A,STK 11FA?22 2DDB,
htpsJ/floridabuilding.org/pr/pr app dtl_aspx?param=wGEVXQwtDgvbSgAa7�3Crk2vS%2feg01ipH82Cu7FMfVnJrJdOHoR9%2FA%3d%3d 1/2
X3/2016 Florida Building Code Online
,.STM G154 2006
ASTK GI-55 2P415-
FM
0435FM 4474 200
FRSAlfRI ADril 2012 2012
TAS 103 1395
_uivalence of Product Standards
Certified By
Sect,on&fseza the Code
Product Approval Method Method 1 Optic;, .
Date Submitted 07/22/2015
Date tlaiidated 08107/2015
Date Pending FBC Approval 08/15/2015
Date Approved 10/16/2015
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Back Next
Contact Us:: 1940 North Monroe Street.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
_oder 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
mad to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pussuant 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:
® iC M
scwrity+r r:ni tcs
https:(Afloridabuiidingorg(pr(pr appo aspx?param=wGEVXQwtDgvbS4Aa7.-p3Crk2vS%2feg0lipHS2Cu7FMfVnJrJdOHoR9%ZA`°/g3d°/g3d 2/2
MOR RESEARCH&DESIGN,I-C.
F)o® � fn gjAw&,anmmVan,99-503
TRINITY 1�/ ERD �lW65 ii A II�TiMETi,iUiNiIT 413
OXFORD,CT 06478
PHONE:�203�262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09=11200
150 Lyon Drive FL5259-R24
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 20:07/22/2015
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 5th 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.
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. if the product changes or the
referenced Quality Assurance documentation changes. Trinity I 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 12.
Prepared by:
y_ The facsim le seal appearing was authorized by Ruben Nieminen,
=
[P.E.an 07035.This dui nut Berme as an electronically
Robert J.M.Nieminen,P.E. signed Signed, p"
s nd doanmen� S" �f,sealed leardw les have been
" i`"•-...tea
Florida Registration No.59166,Florida DCA ANE1983 '���.� Q caR�~� transmittedto the Product Approval Administrator and to the
named crknt
CERTIFICATION OF INDEPENDENCE:
1. Trinity I ERD 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. Trinity I 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. This 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.
F)o
\-,,ITRINITYIERD
RomF w EvAL mmm:
1. SCsaE:
P-m-duct g'ann Rmficfrg
Sub'-Cate'- , . u 1ninim ilaffimi ernt
Compriance Statement Roof Underiiaymmeantsr as produced by iP®Vy&ss USA,Vnc-, have demo ted compliance witn the
foRRawi ng sec:fiorcns of the FRornda RanMng Cude through teslhing ii n acmr¢Uaimce uAffi bine fallavding S+an lard& Cor odiance is
subs ea to tone R II Req rimes,ails and Unri;llat mns I Cu nft-ffions of IlU.se set fmr&Bseamfom..
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 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
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(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 01/2812008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02122/2005
PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2002
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX201-17A 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 P30540.11.09-131 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,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 2 of 12
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Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation, R14571 Exp.08/08/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation, MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened UnderlaVments:
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.
4.2 Self-Adhering UnderlaVments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets ASTM D1970 and 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.
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.
exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
--rtificate ofAutharization#9503 FL5259-R24
Revision 20:07/22/2015
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