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DATE FILED: l U IJ PERMIT# Q
REVISION FEE: S•• RECEIPT#
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PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
I. LOCATION/SITE
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
i
AKJ?ina Aad,-44)LAVt"l/
,�.✓lA tr 'AJj2d6VWl L 5259.
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: T.LUCIE COUNTY CERT.
BUSINESS NAME: e•
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): �-4tl,- Q Q0 FAX: tA(D ,
4. OWNERS INFORMATION:
NAME:
ADDRESS:
CITY: STATE: Ft-.7 ZIP:
PHONE: - FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): PAININk FAX:
SLCCC:9/23/09
Revised 04/26/2010 mm--"OEVIS10
lM
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rlor.;da Building Code Online Page 1 of 2
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8CIS Home Log in ;user Registration { Hot Topics j Submit Surcharge ; Stats&Facts I Publications FBC Staff 6CIS Site Map Links Search
Bushes ,'
Professional sUSER PubI"PProval
Prodnrt Approval t•1ent I>Prndu[t nr Anp)jj atin, n�Coarrh>Anoli at� inn I_istt>Application Detail
S
FL+/ FL5259-R23
Application Type Revision
Code Version -2014 ——�.
Application Status Approved RE IIR 1
AV
sio IL
Comments
04/27/2015
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley,NV 89408
(570)384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive ST,LUGIH COUNTY
Fernley, NV 98408 BUILDING DIVISION
(602)363-7139 REVIEWED
stevew@polyglass.com POR COMP E
REVIEWED BY
Quality Assurance Representative James Akins DATE
Address/Phone/Emall 555 Oakridge Road PIANS AND PERMI
Humboldt Industrial Pkwy MUST BE KEPT ON JOB OR
Hazleton,PA 18201 NO INSPECTION WILL BE MADE
(800)894-4563
jakins@polyglass.com
Category y Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen - . L
Evaluation Report it
Florida License
PE-59166 }i r
Quality Assurance Entity UL LLC €
Quality Assurance Contract Expiration Date 07/01/2017
Validated By John W.Knezevich, PE
I Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R23 COI 2015 01 COI Nieminen pdf
Referenced Standard and Year(of Standard) RtandaLd Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164 2005
ASTM D6222 2008
ASTM G154 2006
ASTM G155 2005
https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipVooOJ3uAD3WHtJOuvNdwrw%3d%3d July 8,2015
Florida Building Code Online Page 2 of 2
FM 4474 2004
FRSA/TRI April 2012 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/24/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/03/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Undeflayments
Limits of Use Installation Instructions
Approved for use In HVHZ*No FL5259 R23 11 2015 05 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- i
Approved for use outside HVNZ:Yes R23-12d
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The design pressure in this Evaluation Reports
application relates to one particular Ft 5259 R23 AE 2015 05 FINAL ER POLYGLASS UN ERLAYMENTS FL5259-1
underlayment system(over concrete deck)for R23.pdf
use under foam-on tile systems(where the Created by Independent Third Party:Yes
underlayment forms part of the load-path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures.2,)Refer to ER Section 5 for
other limits of use.
teach Ner.t
contict Us::194n North Monroe Strut Tallahaeseg FL 12a PjjQnejjLj0:482_jdZA
The State of Florida IS an AA/EEOemplover,roavright:7471Q7.7fil"t clato of FInrifin.::PtivaLy qtajemgnt.:Areessibilitv statement::Refund caarement
Under Florida law,email addresses are public records.If you do not went your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine It you are a licensee under Chapter 455,F.S.,
please dick bare_
Product Approval Accepts,
sectiritv.%ii iniv��
rw M_fawma
EMMU.11113
htips:/Moridabuilding.org/pripi_app_fiti.aspx?parem--wGEVXQwtDqvbSqAaZp3Crk2vSa/�2feqOlipVooOJ3uAD3WHtJOuvNdwrw�/*3d%3d July 8.2015
' . .
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#950
353CHRISTIAN STREET,UNIT#1]
ERD OXFORD'CT 06478\',J/ RKJU'T ;
'
PHONE:(lO3)25Z'9Z4S
FAX:(%O3)16I- 243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-R19
150 Lyon Drive FL5259-R23
Fernley,NV 98408 Date of Issuance:02/24/2009
Revision 19:05/01/201S
Scops:
This Evaluation Report bissued under Rule G1G2O-3 and the applicable rules and regulations governing the use of
construction materials inthe State of Florida. The documentation submitted has been reviewed by Robert Nleminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the Sm Edition (2014) Florida Building Code
sections noted herein.
DssCn/pnow: Pmly0lassRoof Underlaymnew%s
b^neume: 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. Tdn|tyJ[RDrequires acomplete review ofthis Evaluation Report
relative moupdated Code requirements with each Code Cycle.
AovEnnsowsmr: The Evaluation Report number preceded by the words "TiinbylERD 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, acopy ofthis entire Evaluation Report shall beprovided tuthe user bythe manufacturer orits
distributors and shall be available for inspection at the job site at the request of the Building Off icial.
This Evaluation Report consists ofpages 1through 10.
Prepared by:
� �*
m"�cu�/e"m/p,pe�n�~""""u^*mo o"
w*"m"n,nC.""05m*m/5.This does not serve=an
RobertJ'K8'NimmmYmen,P.E. "*"t�"/"./*,w"eoa="~""/.s/�"�"�/"d^=^"p/°
�r���tmt��.5���n�D�A^�9� `����^ /����"�/�m�my��,���"�w,
— -- and mthe".mmclient
CERTIFICATION o,INDEPENDENCE:
L Trinhy|ERD doe* not have, nor does it Intend to acquire orwill it acquire, a financial interest in any company manufacturing o,
distributing products iuevaluates.
2. Trinityl 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 miem)nen,P.c.does not have,nor will acquire,afinancial interest inany other entity involved inthe approval process ofthe
product.
5. This i,abuilding code evaluation. Neither Trinity|FRDnor Robert Nieminen, P.E. are, inany way, the Designer o[Record for any
project unwhich this Evaluation Report,o,previous versions thereof,is/was used for permitting ordesign guidance unless retained
specifically for that purpose.
TRINITY\�.R INITY�ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underiayment
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 Property Standard Year
1504.3.1 Wind Uplift FM 4474 2004
1504.6 Accelerated Weathering ASTM G154 2006
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006
1507.8.3,1507.9.3
1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
1507.3.3 Installation Practice FRSA/TRI April 2012 2012
1523.6.5.2.1 Physical Properties TA5103 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(TST5878) 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 JX20N7A 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
ERD(TST 6049) Physical Properties 1133371103.11 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 041420.09.12.3 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
Certiftcate of Authorization#9903 FL52S9-R23
Revision 19:05/01/2015
Page 2 of 10
i )
TRINITY ERD
Entit Examination Reference Date
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-112 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-RI 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 P46520.10A4 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-SC8080.14 04/22/2015
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,CLC.(QUA9625) Quality Control Service Confirmation,R14S71,2QA Exp.08/08/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRiPT1t3N:
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.
4.2 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.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly-film surface;meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface;meets ASTM D1970.
4.2.4 Polystick TU Plus is a nominal 80-mit thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM 01970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,
with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and TAS 103.
4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet ASTM D6222.
4.2.8 Polystick Dual Pro' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.9 Polystick Tile 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.
4.3 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.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1119
Certificate of Autherizatlon#9S03 FL5259-1123
Revision 19:05/01/2015
Page 3 of 10
\ ��F�
U ��UU~NU K K |��"^�,
S. LiwnATIOmS:
5.1 This is n building code eva\uation. Neither Trinity\ERD nor Robert N|eminen^ P.E. are, in any way, the Designer of
Record for any project mmwhich this Evaluation Report, srprevious versions thereof, is/was used for permitting nr
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report$not for use inthe MVyZ.
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 pRcapproval documents, |fnot listed,orequest may hemade tothe AH)for approval based onthis evaluation
combined with supporting data for the prepared roof covering.
5.s Allowable Roof Covers.
TALE 1:ROOF COVER CIPnONS
Wood Shakes&
ment
Underlay AsphaltShingles Nail-On Tile Foam-On Tile Metal Shingles Slate
Yes Yes
Elastobase Yes Yes Yes Yes
Yes Yes Yes Yes Yes
Polystick MTS Yes Yes No Yes Yes Yes
Polystick MIS PILUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Yes No Yes Yes
PolVstick TU Plus Yes Yes Yes Yes Yes Yes
See 5.5.1
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
Elastotlex S6 G Yes Yes Yes No Yes Yes
__Fastofl�xT6�GFR Yes Yes No No Yes Yes
Polyflex G Yes Yes Yes No Yes Yes
See S.5.1
Polyflex G FR Yes Yes No No Yes Yes
Poivflex SAP or SAP FR Yes Yes Yes No Yes Yes
Mule-Hide SA-APP Cap She See S.S.1 No Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives unless tensile adhesion long term aging data
from aoaccredited testing laboratory isprovided.
• 3moI 2-Component Roof Tile Adhesive AH-160(FL6332)` Pnlystich TU P. Pnlystick TV Plus, Pn|yuickTV Max,
8a,toflexsaG,Po!yf|exs,Po|vf|pxSAP,polyOexa^Cap FR,Mule-Hide SA-APP CupsheetvrMule'xide SA-APP Cap
Sheet(FR)mrTile Pro.
• 3xo=Foam Roof Tile Adhesive a7A-IpL627s>: po|ystickTuP,polystickTuPlus,po/*stickTuMax,E|astofloxsam.
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 zi|eomnd{FLJ1q; pnlystickTVP'Pn|ysUch7VPlus,pvlyMexSAP o,Tile Pro
�
Convenience Products'Touch~nSea[mtormaondRoof Tile Adheshe (pLz45os): po|muckTuPlus, polysti:kTu
Max
Exterior Research and Design,uz. Evaluation Report pzzosnuz.0ynun
Certificate"/^"th=uzamn*s03 pL5259'n23
Revision 19:05/01/201S
Page*mm
i
TRINITY ERD
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:Polygloss does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or 05B
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 56 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:
> 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 1 or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Elastoflex S6 G or 56 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 Underlavment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
5.6.4.1 Maximum Design Pressure=-90 asf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI.
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.
Exterior Research and Design,LLC. Evaluation Report P32060.02.09-R29
Certi/lcate ofAuthorization&95a3 FL5259-R23
Revision 19:05101/2015
Page 5 of 10
\\,J TRINITY ERD
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 SAN 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.
5.6.43 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 p
Deck: Structural concrete to meet project requirements to satisfaction of AH).
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,Poiyflex SAP,PolyFlex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP
Cap Sheet(FR),self-adhered.
5.6.4.6 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 Pius,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=-37.5psf*
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 11 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 56 G,applied in full mopping of hot asphalt.
5.6.4.8 Maximum Design Pressure=-45 RLf!.
Deck- Min.19/32-Inch plywood to meet project requirements to satisfaction of AHJ.
Base Layer: One(1)layer ASTM D226,Type 11 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 56 G,applied in full mopping of hot asphalt.
5.6.4.9 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 11 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.
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 p
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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-RI9
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TRINITY ,ERD
5.6.4.11 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 MARX 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 318-Inch head diameter annular ring shank roofing nails at 1-5/9-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 osf.
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: Simpfex MARX 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 914 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 osf.
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.
Exterior Research and Design,LEC. Evaluation Report P12060.02.09-RI9
Certificate ofAuthorizatton#9509 FL5259-R23
Revision 19:05/01/2015
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TRINfTY ERD
5.6.4.20 Maximum Design Pressure=-105 osf.
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 MARX 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 osf.
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: it 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.
5.6.4.22 Maximum Dgsipn Pressure=-120 osf.
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 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 56 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 i 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. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application,and prime the substrate(if applicable).
6_3 Elastobase Elastobase P or Mule-Hide Nail Base:
6.3.1 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,LLC. Evaluation Report P12060.02.09-R39
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Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for
installing shingle under|aymentsand flashings
E|asmbaue,Elastabase P or Mule-Hide Nail Base may be covered with a layer of Polystick,Polyflex SAP or SAP FR,Mule-
HideSA'APPCap3heet orSA-APP Cap Sheet<FR>, Dual Pro orTile Pro,s:|f-adheped,E|agof|ex56Gu,S6 GFninhot
asphalt o,pn)vOexGorGFR,torch applied.
6.3.3 IUuApplications:
Reference|smade toFRS»/70April aV12<04-12>Installation Manual and Table 1herein,using the instructions noted
above asaguideline.
6.4 Polystick MTS.IVITS PWS,IR-Xe.TU P,TU Plus,TU Max Polyflex:SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or S
APP Cap Sheet(FRL Dual Pro or Tile Pro:
6.4.1 Shall be installed in compliance with the codified requirements for ASTIVI D1970 underlayment in FBC Sections 1sO7for
the type vfprepared roof covering ooueinstalled.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials,with the exception of Polystick TU Plus,Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap
Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-Hide
Back Nailing Guide. Nails shall hpcorrosion resistant,11gauge ring-shank type with ominimum 1'inchdiameter 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 isu,cover the area being back-naVed
All sea[-lap seam, hekmme \up*> must be Unn\y
rolled with a minimum 28 lb.hand roller*oensure
fu||oontoutand adhenion.
For Dual Pro and Tile Pro,align the edge ofthe top
sheet»nthe end ofthe glue pattern(the sheet will
overlap the[abmc).
jr
View ofwvelapSeam ofDual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyp|ussn 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 towall details
Repair pfPolystbkmembranes is»obeaccomplished by applying polyp|vosDPremium Modified Wet/Dry Cement or
Polyglass PGSOD Modified Cement to the area in need of repair,followed by a minimum 6 x 6 inch patch of toern|rx|ck
material oflike kind,set and hand rolled ioplace over the repair area, Patch laps,ifneeded,shall heinstalled inawater
shedding manner.
All ro4atick membranes shall bainstalled tu ensure full contact with approved substrates. po|yQ|nvs requires o
minimum of 40-lb weighted-roller or,on steep slopes,use of a stiff broom with approximately 40-lbs ofload 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 toalarge roller p,broom.
a.4.s Tile Applications(not allowed for Polystick IR-Xe):
Reference is made to FRSA/TRI April 2012(04-12)installation Manual and Table I herein, using the instructions noted
above asaguideline.
For mechanically fastened tile roofing over u'ply system,consisting rfbase sheet and self-adhering top shret(s).base
sheet fastening shall benot less than;nsA/1mApril anzz(o4'1z)^Table z.
For adhesive-set tile applications,refer*uSection s.o4herein.
For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
Exterior Research and Design,LLC. Evaluation Report p1zom0.oz.m+nIy
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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.
6.4.4 Two(21 Ply Underlayment Systems:
Polystick MTS orMTS PLUS followed by Polystick0oTS, MTS PLUS,TU P,TU Plus,TU Max,TilePm o, pn4flex5Ap is
allowable for use under prepared roof systems. Limits ofuse are those associated with the top-
layer matehuL 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 materia|. This is not m rewui,*ment, but i,
allowable ifaz'plyundodavnnentsystem isdesired.
1_5
6.5.1 cimstoflexS6 Gor56G FR shall be Installed in compliance with current po4gbo published installation requirements.
For use in tile applications,reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table I herein.
6.5.2 E|000UexS6 G urSbG FR shall befully asphalt-applied to the yuiat,atmo noted in Section 5.6. Side laps shall he
minimum3'indb and end-laps minimum 6-inchwide,off-set minimum 3feet from course mcourse. 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
6.5.1 PokatexGorGFRshall beinstalled|ncompliance with current Pok0|nsspublished Installation requirements. For use|n
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-sec minimum 3 feet from course to course. Side and end laps shall he h'Ky
heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
6-7 Tile Stagina:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage tu the undwdavment. Refer to
Polyglasspublished requirements for tile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must beused on
all roof slopes greater than 7:l2. 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.
6z3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile.
6I4 For nail-on tile systems over Pn|ystickMTS PLUS:
> Battens are required for loading/staging oflugged tile regardless ofslope.
> Battens are required for loading/staging offlat tile otslopes inexcess of 5-12.
6.7.6 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight
(49)hours.
7. Bo/uumaPpnmiT Rcmmmom*mTS;
As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F,A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—[*/x9au5;(314)578-3406tk.chmnce|lor@)vs.ul.unm
'END OpEVALUATION REPORT
'
Exterior Research and Design,LLC. Evaluation Report p1znonza.0y-RI9
Certificate wrAuthorization*9x3 pL5259-1123
Revision 19:05/01/2015
Page mofm
OFFICE USE ONLY:
DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
-77
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
„-.. (772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC:9/23/09
Revised 04/26/2010