HomeMy WebLinkAboutProduct approvals, underlayments EK K KESEAKCFI sfc DESIGN,LI.C.
Certificate of Authorization#9503
RECR
ED 353 CHRISTIAN STREET,UNIT#13
-J TRINITY ;ERD OXFORD,CT' 06478
JAN 3 2017 PHONE:(203)262-9245
PERMITTING FAX:(203)262-9243
EVALUATION REPORT 5t. Lucie County, FL
Polyglass USA, Inc. Evaluation Report P12060.0209-R21
150 Lyon Drive FL5259-1125
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 21:10/17/2016
SCOPE:
This Evaluation Report..i s-is under Rule 61G20-3 and the applicable rules and regulations governing the i use of
construction materials in the Stat of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under thel 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
WELING: 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. Trinityl ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle. ;I
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.
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This Evaluation Report consists of pages 1 through 13.
Prepared by: ,Oa��yprtgrrny —
X '•.,
- ` = The facsimile seal appearing was authorized by Robert Nieminen,
¢= P.E.on 10/17/2016. This does not serve as an electronically
Robert J.M. Nieminen, P.E. �:,��`F-�i�'t�:r•+:; signed document. Signed,sealed hardcopies have been
Florida Registration No.59166,Florida DCA ANE1983 ` :' ;;4+'`` transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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.
S. This is a building code evaluation. Neither Trinity)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,
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ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 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 Pro a 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 ASTIVI 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 01/28/2008
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
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ,!
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
Exterior Research and Design,I.I.C. Evaluation Report 1312060.02.09-1121
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
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Entity Examination Reference Date
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
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) PhysicaLP_roperties_ ....P.45370.04.13.. .... 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-Ri 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-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
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 !I
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:
4.1 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.
4.2 Self-Adherina 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.
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,LLC. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21:10/17/2016
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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;meef ASTM-D6222:`
4.2.8 . Polystick Dual ProTm 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 ProTm 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.
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 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.
S. LIMITATIONS:
5.1 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 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.
5.5 Allowable Roof Covers:
TABLE I: ROO'F.COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles
Yes Yes
Elastobase Yes (base sheet in 2-ply (base sheet in 2-ply Yes Yes Yes
system) system)
Yes Yes
Elastobase P Yes (base sheet in 2-ply (base sheet in 2-ply Yes Yes Yes
system) system)
Yes Yes
Polyglass G2 Base No (base sheet in 2-ply (base sheet in 2-ply No No No
system) system)
Yes Yes
Polyglass APP Base No (base sheet in 2-ply (base sheet in 2-ply No No No
system) system)
Polystick MTS Yes Yes No Yes Yes Yes
Polystick NITS 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 S.5.1
PolystickTU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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Tnsu:1: RooFCovorOP71ONs
Underlayment Asphalt Shingles Nail-on Tile Foam-On Tile Metal wood Shakes& Slate
Shingles
Polystick TU Max No Yes Yes Yes No No
See 5.5.1
Polystick Dual Pro Yes Yes No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes Yes Yes Yes
See 5.5.1
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex S6 G Yes Yes Yes No Yes Yes
See 5.5.1
Elastoflex S6 G FR Yes Yes No No Yes Yes
Polyflex G Yes Yes Yes No Yes Yes
See 5.5.1
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes
See 5.5.1
Mule-Hide SA-APP Cap Sheet Yes Yes Yes No Yes Yes
or SA-APP Cap Sheet(FR) See 5.5.1
5.5.1 "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.
✓ 3MTm 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
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)or Tile Pro.
✓ 3MTm 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 Sl eet(FR)
or Tile Pro
✓ Convenience Products'Touch 'n Seal Storm Bond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU
Max.
✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro.
✓ Polyglass PolyLok Roof Tile Adhesive(FL17855): Polystick TU Plus or Polystick TU Max.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed'existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex 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.
Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21:1.0/17/2016
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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.
Po ez`Gor'G FR torch-applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
➢ ASTM D226,Type I or II felt; Elastobase;Elastobase P or Mule-Hide Nail Base.
Elastoflex S6 G or 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 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 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 the 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 Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.2 _Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x
1%"ring shank nails through 32 ga.,1-5/8"diameter,tin caps spaced 12-inch o.c.
Exterior Research and Design,I.I.C. Evaluation Report 1312060.02.09-1121
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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5.6.4.3 Maximum Design Pressure=-105 psf:
Deck: Min.;15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS PLUS,self-adhered �!
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap,Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. it
5.6.4.4 Maximum Design Pressure=-135 psf:
_ Deck: Min-.15 324nch/ plywood to meetproJect requirements to satisfaction of Authority-HavingJuiisdiction
Primer: (Optional)PG100 or ASTM D41
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. l
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU.P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered. j-
5.6.4.5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS PLUS,self-adhered Ii
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. j
5.6.4.E Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. ;I
Primer: PG100 or ASTM D41
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. it
5.6.4.7 Maximum Design Pressure=-30.0 psf*: it
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU,Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails r�
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt it
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.
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Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION fL5259-1125
Revision 2: 10/17/2016
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5.6.4.10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.11 Maximum Design Pressure—=45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 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.
5.6.4.13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners !'
Spacing: 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.
5.6.4.14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5.6.4.15 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex 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.
5.6.4.16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-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. "
Exterior Research and Design,LLC., Evaluation Report P12060:02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Dlo rtn Q of 1 Z
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_" J TRINITY;ERD
5.6.4.17 Maximum Design Pressure=-60 Psf:
Deck: Min:19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-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.
5.6.4.18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass-G2 Base or Pol lass APP Bash'requires use o torrch-o"' lled-underla iiient
Yg ( q f PP Y ) i I
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. j
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
5.6.4.19 Maximum Design Pressure=-75 Dsf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip''#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners i
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
5.6.4.20 Maximum Design Pressure=-90 Dsf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners l
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 Polynex G,torch-applied.
i
5.6.4.21 Maximum Design Pressure=-90 Dsf: j
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. i
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates it
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.
5.6.4.22 Maximum Design Pressure=-9U psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates"
Spacing: 67inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. l
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.23 Maximum Design Pressure=-90 Dsf: �I
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. it
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip!#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners ,
Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. �I
Underlayment: Elastoflex 56 G,applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-applied.
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Exterior Research and Design,I.I.C. Evaluation Report P12060 02.09-R21
Certificate of Authorization#9503 ; FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
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5.6.4.24 Maximum Design Pressure=-97.5 Psf:
Deck: Min.'19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) �!
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
5:6.4.25 - Maximum Design Pressure==105 p5f:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
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5.6.4.26 Maximum Design Pressure=-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin capes
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Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS PLUS,self-adhered
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA=APP Cap Sheet(FR),self-adhered.
5.6.4.27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.28 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface) j
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. it
5.6.4.29 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on the systems carry a Maximum
Design Pressure of-45 psf.
5.6.4.30 For mechanically attached base sheet,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 1, 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29
(January 2016)for Zone 2/3 enhancements. ;I
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 or Tile Pro shall not be left exposed.for longer tlilan 180-
days after installation.
Exterior Research and Design,LLC. Evaluation Report P12060IO2.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
Revision 21:10/17/2016
Do Inn in of 1 R
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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 prep tired roof
covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180
days.
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6. INSTALLATION: 'I
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6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published ins q `!tallation re uiFements
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 tol remove
any dust and debris prior to application,and prime the substrate(if applicable).
6_3 Elastobase,Elastobase P or Mule-Hide Nail Base: j
. 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.
63.2 Non-Tile Applications:
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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 orISAP 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.
6.3.3 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,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR.
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Can Sheet(FR):
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.
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6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: it
All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SAAPP 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 it
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 z'
(the sheet will overlap the fabric).
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View of Ovelap Seam of Dual Pro and Tile Pro
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Exterior Research and Design,I.I.C. Evaluation Report P1206002.09-1121
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION . FL5259-1125
Revision 21:10/17/2016
Dolan 11 of 12
TRINITY I t ERD
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Allover-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Miodified
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 !j
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,1'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 1R 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.
6.4.4 Two(2)Ply Underlavment Systems:
i
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Tile Pro, MU-X or!Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS PLUS followed by Polystick TU P,TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under
foam-on the 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_S Elastoflex S6 G or S6 G FR:
6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile 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. it
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6_6 Polyflex G or G FR:
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6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements.jtor use
in tile applications,reference is made FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
6.6.2 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 Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglass published requirements for tile staging.
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Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R25
m
Revision 21:10/17/2016
Dario 17 of 12
F
` TRINITY!ERD
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail-
boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
6.7.4 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 the at slopes in excess of 5:12.
6.7.5 The'minimum cure time after installation of-self-adhering membranes and before loading of roofing tiles is forty-eight
(48)hours.
7. BUILDING PERMIT REQUIREMENTS: !
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered.for F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C.. Evaluation Report P12060,li02.09-R21
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1125
Revision 21:10/17/2016
Dann 9II of 12
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AFTER RECORDING-RENRN TO• _ JOSEPH E.SMITH,CLERK OF THE CIRCU URT J�q'7�,
FU 0 42310 8 09/192016 01. :15 PM ' E C E I I r B y
OR BOOK 3913 PAGE 2194-2194 Doc Type:NC ll,�yll
RECORDING:$10.00
, �o�-o3tia PERMITNUMUER: L JAN. 13 2017
NOTICE OF COMMENUEMEN7' PER'VI177 IN
IG
The undersigned hereby given notice that improvement will be made to certain real property,and in accordance with Chapter 713, St, Lucie County, FL
Florida statutes the following information is provided in the Notice of commencement.
1.DESCRIPTION OF PROPERTY(Legal description and street address)TAX FOLIO NUMBER:1403-120-0003-010-3
SUBDIVISIONO3 3440 BLOCKS 12 FFT TRAc.OFGovr LOT1 BLDG""°`"" UNIT t/saactOR-7-311
6740 N Al St Lucie County,FI 34949
2.GENERAL DESCRIPTION OF IMPROVEMENT:deck repair,painting,stucco,roof repair,driveway repair ,
3.OWNER INFORMATION: a.Name Ken Cooper
b.Address6740 N A1A St Lucie County,FI 34949 c.interest in propertyowner
d.Name and address of fee simple titleholder(if other than owner)
4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER:
I
5.SURETY'S NAjvM ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
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6.LENDER'S NAME,ADDRESS AND PHONE NUMBER:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7.,Florida Statutes:
NAME,ADDRESS AND PHONE NUMBER:
S.In addition to himself or herself,Owner designates the following to receive a copy of the Lienoes Notice as provided in Section
713.13(1)(b),Florida Statutes:
NAME,ADDRESS AND PHONE NUnmER:.IARROD BATH INC DBA BATH CONSTRUCTION 772-633-0048
9.Expiration date of notice of commencement(the expiration date is 1 year from the dale of recording unless a different date is
specified) ,20_.
WARNING TO OWNER:ANY PAYMENTS MADE BY THE O-NNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713 13 FLORIDA STATUTES AND CAN RESULT
IN YOUR PAYING TIVICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE)OB SrrF BEFORE THE FIRST LNSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING
YOUR NOTICE
/OF COMMENCEMENT.
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Director/Partner/Manager
State of Florida
County of 4��.d�� •
The forgoing instrument was acknowledged before me this day of t..+S'� .20 i LV !i
By k, .�rJ�t` i _ c as—
(Na4 of person) (Type of authority...e.g.Owner,officer,trustee,attorney in fact)
For
(Name of party on behalf of whom instrument was executed) Personally Known_or produced the following type of B):
a`'" %z MICHELLEW.GRIF N it
�G7�2tte �(� AI': Notary Public,State of Flodda
(Printed Name of Notary Public) (Signature f Notary Public) � 'pII Commis$lan N0.FF 968968
5�°y am°My Commission Expires 03/08/20
Under penalties of perjury,I declare that I have read the foregoing and that the facts in i
belief(section 92525,Florida Statutes).
i I
Signature(s)of Owner(s)or Owner(s)'Authorized Officer/Director/Partner/Manager who signed above:
I
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By: �� By
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