HomeMy WebLinkAboutProduct Approval Gary Powell
Architecture and Planning
16 South River Road,
Sewalls Point, Florida 34996
Ph. 772-223-1755
August 1, 2016
Building Official
St. Lucie County Building Zoning Dept.
Ft. Pierce, Florida
e: Roof Replacement for
Mr. Evan Weilage
746 Altura Way
St. Lucie County, Florida
This letter is to advise your office that the roof on the above referenced property
i� being changed to Gulf Coast Supply standing seam metal roofing (26 ga.)
Gulflok panels (16"wide panels) on Poly Glass (TU plus underlayment) applied
directly on 15/32" cdx. plywood nailed with #10 pancake screws (min. 1/4"
penetration thru plywood shtg.) at 5 1/8" oc. and provide 5/16" bead of sealant on
every rib.
1-
Exposure 'C'
2. wind speed 160 mph.
Thank you '« r f;
N c,
Gary Pov ell
Arclitect
reg-_71 I
i
0E51 CSN CERTIFICATION FOP, V41 NO LOAD
COMPLIANCE
STAT:
I GERTI Y THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND
SPEGIFICATION5 HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL
PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY ST. LUGIE
BUILDING DEPARTMENT. I AL50 CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS. AND
RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORGES
SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE
STRUCTURAL DESIGN.
VESItaN RAMETERS AN® ANALYSIS:
CODE ED I TI ONS: 2014 FLORIDA BUILDING CODE
A5CE -7-10
BUILDING DESIGN AS: ENCLOSED
BASIC WIND SPEED: WEST OF TURNPIKE_____
i
EAST OF TURNPIKE--X __
BUILDING CATEGORY: I II X III IV
WIND IMPORTANCE 1.0
FAG OR:
INTERNAL PRE55URE .15
COEFFICIENT-.
GAR,4GE DOOR SEE FLOOR PLAN FOR WIND
DESIGN PRESSURE: PRE55URE5
EE F
WINDOW DESIGN 5 LOOK PLAN FOR WIND
PRESSURE: PRE55URE5 FOR WINDOWS AND
DOORS IN INT. AN REND ZONES
W IND SPEED 160 MPH.
EXPOSURE: C
IMPl�CT PROTECTION APPROVED SHUTTERS X
(EXTERIOR
OPE I N65): IMPACT RE515TANT
GLA55
(MUSS BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL /
C0MIMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DE51ON PRE55URE5 FOR ALL EXTERIOR WINDOWS, DOOR,
GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE
INDIGATEDON CONSTRUCTION PLAN5.5
i
Gulf
GULF
FLORIDA PRODUCT APPROVAL NO. 11651.15 R2
Product Evalluatiop Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
2aGsff """ 6 "VdPoF. " , I 5! 26 Gc . aLok � fiie I[,eh .
Florida Product Approval #11651.15 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory. Meta; R001"ing,
I
Compliance Method: 61 G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gtdf Ccuast- Sulzppy U'
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 �oPjAxEL S
•o C E No
%
Engineer Evaluator: I S
Z*: No, 75519
D 'K,u h n, RE. ,475519
Florida Evaluation ANE ID- 10743
Z
STATE OF
-
Validator:
00 F,
%%%
N
Locke Bovvden, PE. :1,':4970.41 *I %%%
01VA L 0 &A
9450 Alysbury Place 1,111
Montgomery, AL 36117 0.6130720-t5
Contents:
Evaluation Report F'aiouias I 5
FL#11651.15 R2-JUNE 15,2015
i
Gulf
GULF
FLORIDA PRODUCT APPROVAL NO. 11651.15 R2
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
ProdLt Description: GulfLokTM, 7/8" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof
panel restrained with fasteners into minimum '5/32" 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: 16" Coverage Maximum
Female Rib: 7/8" Tall
Male Rib: 3/a" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Pan I Clip: 24 Ga.Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only,
where required design pressures exceed-121.75 psf.
Panel Fastener: #10-12x1" Pancake Type A
'/a" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum '5/3z" 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" Maximum Design Pressures
Roof Areas Assembly A Assembly B Assembly C
Maximum Design Pressures -63.5 psf -121.75 psf -161 psf
Fastener Spacing 5'/8"O.0 5'/e"O.0 5'/e"O.0
Sealant No Yes No
Panel Clip No No Yes
*Design Pressure includes a Safety Factor=2.0.
FL#11651.15 R2•JUNE 15,2015
Gulf
GULF
I .
FLORIDA PRODUCT APPROVAL NO. 11651.15 R2
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
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 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04- Uplift Test for Roof Covering Systems.
Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 117-0301T-10A-C, Dated 10/11/2010
2. TAS 125
Architectural Testing, Inc. (FBC Organization #TST-1527)
Report No. B9000.01-450-18, Dated 12/12/2012
3. TAS 100-95
Farabaugh Engineering &Testing, Inc. (FBC Organization #TST-1654)
Report No.T356-10, Dated 10/29/2010
4. TAS 110-00:Valspar Fluropon coated metal panel testing
A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
5. Certificate of Independence
By Dan Kuhn, P.E. (FL#75519) @ Kuhn Engineering, LLC
(FBC Organization #ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
3. ASTM G 26 is equivalent to ASTM G 155.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
FL#11651.15 R2-JUNE 15,2015
Gulf
GULF
FLORIDA PRODUCT APPROVAL NO. 11651.15 R2
Minium Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
7 Section 1515.2 and in accordance with Manufacturers recommendations.
Installation: Install per Manufacturer's recommended details and RAS 133.
Undedayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4.
Self Adhered roofing underlayment must be used in the valley up 18" on each
side of valley.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, 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 fastener spacing listed herein shall
not be exceeded.
FL#11651 15 R2 •JUNE 15,2015
Gulf
GULF
FLORIDA PRODUCT APPROVAL NO. 11651.15 R2
ENGINEER LbIAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height<20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2014.
120 130 140 150 160 170 180
WIIND IfASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
enetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A
CDx
ZONE 2 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLYEI
CDX
ZONE 3 (1)#10-12x1" PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B
1.)PANEL DESCRIPTION: GULFLOKTNI, MIN.26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM.
2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUII/I ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5'/8"O.C.ASSEMBLY A,-121.75 PSF AT 5'/s°O.C.WITH SEALANT
ASSEMBLY 1) 161 PSF AT 5�/s"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
4.)PLYWOOD DECKING:MIN.15/32"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/FBC 2014
5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
Note:Dimension(a)is defined as 10%of the minimum width of the building or
ZONE 2 HIP ROOF ZONE 3 a' 40% of the mean height of the roof,whichever is smaller,however,(a)cannot be
a less than either 4%of the minimum width of the building or 3 feet.
ASSEMBLY A
RIDGE
1 � 16"COVERAGE
ZONE 1
(1)#10-12 X 1"TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
EAVE ASSEMBLY B
ZONE 2 GABLE ROOF a• 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT----, ,
`I
� .a
' 7,'—
\�- (1)#10-12 X 1"TYPE A PANCAKE
RIDGE SPACING:SEE UPLIFT TABLE
a ASSEMBLY C W/CLIP
ZONE 1 ---------
GuIlLok"'CLIP 24
-V
(1)#10-12 X 1"TYPE A PANCAKE
ZQNE 3 EAVE SPACING:SEE UPLIFT TABLE
FL#11651.15 R2•JUNE 15,2015
I
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Polyglass NSA, Inc. Evaluation Report P12060.02.09-1119
150 Lyon Drive FL5259-1123
Fernley, N V 98408 Date of Issuance:02/24/2009
Revision 19:05/01/2015
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 Lse 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 rioted herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: �abeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUE DI COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality As 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
advertisingIliterature. 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
distributojs and shall be available for inspection at the job site at the request of the Building Official.
This Eval lul ation Report consists of pages 1 through 10.
Prepared by:
'OF .&UZ.&UThe facsimile seal appearing was authorized by Robert
�, �. _. Nieminen,P.E.on 05/01/2015.This does not serve as an
Robert J. Nieminen,P.E. ''.,� •. t ,�.t; , electronically signed document.Signed,sealed hardcopies
Florida Rec istration No.59166,Florida DCA ANE1983 .``k have been transmitted to the Product Approval Administrator
...... � and to the named client
CERTIFICATIC N OF INDEPENDENCE:
1. Trinit4JERD does,not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distritIuting products it evaluates.
2. Trinitl I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robe Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
whic�the evaluation reports are being issued.
4. Robe It Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
prod lct.
5. This is a building code evaluation. Neither Trinity IERD 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
specil ically for that purpose.
i
ROOFING COMPONENT EVALUATION:
1. SCQPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
fol
owing sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject
to Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Se tion Property Standard Year
1504.3.1 Wind Uplift FM 4474 2004
154.6 Accelerated Weathering ASTM G154 2006
15 4.6 Accelerated Weathering ASTM G155 2005
15Q7.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
15 7.8.3,1507.9.3
15 7.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
15 7.11.2 Physical Properties ASTM D6164 2005
1577.11.2 Physical Properties ASTM D6222 2008
15007.3.3 Installation Practice FRSA/TRI April 2012 2012
15; 3.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
E" Examination Reference Date
FI 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 01/28/2008
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 04/01/2008
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
E iD(TST 6049) Wind Uplift 11776.0 .02 01/16/2003
E ID(TST 6049) Physical Properties 02200.07.03 07/14/2003
ED(TST 6049) Wind Uplift P1740.01.07 01/04/2007
E3D(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
E D(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
Er D(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
E D(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ESRD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
RD(TST 6049) Physical Properties P33360.06.10 06/25/2010
RD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ARD(TST 6049) Physical Properties P33370.04.11 04/26/2011
RD(TST 6049) Physical Properties P37300.10.11 10/19/2011
RD(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
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R19
Certificate ofAuthorization#9503 FL5259-1123
Revision 19:05/01/2015
Page 2 of 10
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Entity Examination Reference Date
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERE (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ER d(TST 6049) Wind Uplift 11757.04.01-1-RS 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ER9(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERDI(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
ERO(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ER (TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ER (TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ER (TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERTST(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ER4(TST 6049) Physical Properties P44360.10.14 10/07/2014
ER (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-SC8080.14 04/22/2015
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NCA 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,1 LLC.(QUA9625) Quality Control Service Confirmation,R14571,2QA Exp.08/08/2015
UL)LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRI DUCT DESCRIPTION:
4.11 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is apolyester-reinforced,SBS modified bitumen base sheet.
4.2 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 ASTM D1970 and TAS 103.
412 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. 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/mZ 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. .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 Pro'" 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. Mechanically Fastened and/or Bonded Underlayments:
4.8.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
Exterior Research and Design,LLC. Evaluation Report 1312060.02.09-1119
Certificate of Authorization#9503 FL5259-R23
Revision 19:05/01/2015
Page 3 of 10
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5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityERD 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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5. Allowable Roof Covers:
TABLE 1:ROOF COVER OPTIONS
Un lerlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Elasitobase Yes (base layer n 2-ply system) (base layer In Yes
ply system) Yes Yes Yes
Elastobase P Yes Yes Yes Yes Yes Yes
(base layer in 2-ply system) (base layer n 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 No Yes Yes
See 5.5.1
Pol stick TU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
Pol stick TU Max No Yes Yes Yes No No
See 5.5.1
Pol stick Dual Pro Yes Yes No Yes Yes Yes
Pol ystickTile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Elastoflex S6 G Yes Yes Yes No Yes Yes
See 5.5.1
Ela toflex S6 G FR Yes Yes No No Yes Yes
PolvflexG Yes Yes Yes No Yes Yes
f See 5.5.1
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes See 5.5.1
No Yes Yes
M Ile-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes
or$A-APP Cap Sheet(FR) I see 5.5.1
5. .1 "Foam-On Tile"is limited to use of the following Approved the adhesives unless tensile adhesion/long term aging data
from an accredited testing laboratory is provided.
✓ 3Mm 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
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)or Tile Pro.
✓ 3M1 Foam Roof Tile Adhesive RTA-1(FL6276): Polystick TU P,Polystick TU Plus,Polystick TU Max,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)or
Tile Pro
✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
✓ Convenience Products'Touch 'n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU
Max
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J5. Allowable Substrates:
5.5.1 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:
9 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 O58
sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or 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 S6 G or S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or G FR torch-applied to:
r 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 FM 4474,UL1897 or TAS 114.
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 S6 G or S6 G FR in hot asphalt to:
➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Polyflex G or G FR torch-applied to:
➢ Elastobase;Elastobase P or Mule-Hide Nail 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,refer to FRSA/TRI April 2012 (04-12)and Section
5.6.4 herein.
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.
5 6.4.1 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
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. I
5.6 4.2 Maximum Design Pressure=-135 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6 4.3 Maximum Design Pressure=-315 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
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.
5.6.4.4 Maximum Design Pressure=-622.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: ASTM D41
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.5 Maximum Design Pressure=-30.0 psf*.
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ.
Base Layer: 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.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.d.4.6 Maximum Design Pressure=-37.5 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.7 Maximum Design Pressure=-37.5 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt.
5.6.4.8 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 4-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5. .4.9 Maximum Design Pressure=-45 psf*.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 diametertin 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.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.10 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1139
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5.64.11 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.12 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6 4.13 Maximum Design Pressure=-52.5 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.14 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.15 Maximum Design Pressure=-60 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.16 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.17 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.18 Maximum Design Pressure=-90 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt.
5.6 4.19 Maximum Design Pressure=-97.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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.
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
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5.6:4.20 Maximum Design Pressure=-105 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6 4.21 Maximum Design Pressure=-112.5 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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: 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
Underlayment: Polystick TU P,Polystick TU Plus,Polyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
S. .4.22 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 CMG#14 Heavy Duty with CMG 3"Round Metal Plates or CMG 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.23 Maximum Design Pressure=-120 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: 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 five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.24 All other direct-deck,adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design
Pressure of-45 psf.
5.6.4.25 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A,
Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone
2/3 enhancements.
5.7 Exposure Limitations:
Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation.
Polystick IR-Xe shall not be left exposed for longer than 90-days after installation.
Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Dual Pro or Tile Pro 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 S6 G FR or Polyflex G or 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.
6. I INISTALLATION:
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.
�.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 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:
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R19
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Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
j installing shingle underlayments and flashings
j 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 56 G or S6 G FR in hot
asphalt or Polyflex G or G FR,torch applied.
6. .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.
6.4 Polystick MTS MTS PLUS IR-Xe TU P TU Plus,TU Max Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-
APP Cap Sheet(FR),Dual Pro or Tile Pro:
6. .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.
6. .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 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 (the sheet will -�
overlap the fabric).
•Y 2y
Z i z t t}V1b'�
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-Ib 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 Ib roller)or small areas of the roof
that are not accessible to a large roller or broom.
.4.3 Tile Applications(not allowed for Polystick IR Xe):
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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1119
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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.
6.44 Two(2)Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P, TU Plus,TU Max, TilePro 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 PLUS followed by Polystick TU P,TU Plus,TU Max,TilePro 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 S6 G or S6 G FR:
6.51 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in the applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.5.2 Elastoflex S6 G or 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 or G FR:
6.61 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in
tile applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.62 Polyflex G or 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 course to 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 Staring:
6.71 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
6.72 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 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
6.74 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.
6.75 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight
(48)hours.
7. BU WING PERMIT REQUIREMENTS:
As equired by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. M NUFACTURING PLANTS:
ZALITY
tact the noted Qq agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements.
9. ASSURANCE ENTITY:
UL LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report 1312060.02.09-1119
certifica a ofAuUiorization#9503 FL5259-R23
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