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Product Approval Menu > Product or Application Search > A
licition List > Application Detail
MAY 11 2018
OFMCE OF THE
FL #
FL5259-R27
SECRETARY
Application Type
Revision ST. Lucie County, Permitting
Code Version
2017
Application Status
Approved
'
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Comments
REQUIRED BY FIELD INSPECTORS THAT
Archived
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Product Manufacturer
POLYGLASS USA
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1378 Ext 24
alender@polyglass.com'�''`���
ST. LUCIE COUNTY BUILDING DIVISION
Authorized Signature
Ariel Lender REVIEWED COMPLIANCE e
alender@polyglass.comREVIEWED
KPRMIT.
DATE
PLANS ANDMUST BE EPT ON JOB
Technical Representative
Maury Alpert
NO INSPECTIONS) WILL BE MADE
Address/Phone/Email
1111 W. Newport Cente IifeOR
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
Quality Assurance Representative
Ariel Lender
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
Category
Roofing
Subcategory
Underlayments
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
U Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/05/2018
Validated By
John W. Knezevich, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence
FL5259 R27 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year (of Standar)
Standard Year
ASTM D 1970 2015 f �"
CONCEALED FAST EENE.RS OR ATTACHMc 1 S
ASTM D226 2009
ARE THE RESPONSIBILITY OF THE
ASTM D6164 2011
CONTRACTOR OR RECORD
ASTM D6222 2011
FM 4474 2011
FILE COPY
FRSA/TRI April 2012 2012
TAS 103 1995
ia
TAS 110 �' z 2000
UL 1897 �, 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
09/14/2017
Date Validated
09/15/2017
Date Pending FBC Approval
09/18/2017
Date Approved,
12/12/2017
Date Revised
01/24/2018
Summary of Products
FL #
Model, Number or Name
Description
5259.1
Polyglass Roof
Roofing underlayments
-
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL5259 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R27.pdff
Approved for use outside HVHZ: Yes
Impact,Resistant: WA
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design, pressure in this
Evaluation Reports
application relates to one particular
FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R27, pdf
underlayment system (over concrete deck) for
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.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AAIEEO employer. gnydgc ht 2007-2013 State of Florida.:: Privagy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
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QoTRIN'
ITY I ERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
(570) 384-1230
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report P12060.02.09-1123
FL5259-R27
Date of Issuance: 02/24/2009
Revision 23: 09/14/2017
SCOPE:
This Evaluation Report is issued under Rule 61GM-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance witi the 66 Edition (2017) Florida Building Code sections noted
herein.
LABELING: Labeling shall be in accordance with the requirer
CONTINUED COMPLIANCE: This Evaluation Report is valid. un
Quality Assurance documentation changes, or provisions o
Evaluation Report by the named client constitutes agreemi
referenced Quality Assurance documentation changes. Ti
relative to updated Code requirements with each Code Cyc
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
CERTIFICATION OF INDEPENDENCE:
1. Trinity[ERD does not have, nor does it intend to acquir
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any
3. Robert Nieminen, P.E. does not have nor will acquire, a fi
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a I
product.
5. This is a building code evaluation. Neither Trinity I ERD
project on which this Evaluation Report, or previous vers
specifically for that purpose.
ents the Accredited Quality Assurance Agency noted herein.
it such time as the named product(s) changes, the referenced
the Code that relate to the product change. Acceptance of this
nt to notify Robert Nieminen, P.E. if the product changes or the
nityJERD requires a complete review of this Evaluation Report
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/14/2017. This does not serve as an electronically
signed document.
or will it acquire, a financial interest in any company manufacturing or
tmpany manufacturing or distributing products it evaluates.
incial interest in any company manufacturing or distributing products for
ancial interest in any other entity involved in the approval process of the
r Robert Nieminen, P.E. are, in any way, the Designer of Record for any
ns thereof, is/was used for permitting or design guidance unless retained
�I TRINITY
JERD
gn!Lty
Examination
Reference
Date
ERD (TST 6049)
Physical Properties
P40390.08.12-1
08/06/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
08/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST 6049)
Wind Uplift
P39680.03.13
03/04/2013
ERD (TST 6049)
Physical Properties
P45370.04.13
04/26/2013
ERD (TST 6049)
Wind Uplift
P1738.02.07-R2
04/29/2013
ERD (TST 6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
ERD (TST 6049)
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST 6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
E RD (TST 6049)
Wind Uplift
P11781.11.03-R1
11/26/2013
ERD (TST 6049)
Physical Properties
P45270.05.14
05/12/2014
ERD (TST 6049)
Physical Properties
6020.07.14-1
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-2
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-3
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-4
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-5
09/08/2014
ERD (TST 6049)
Physical Properties
6020.09.14-6
09/08/2014
ERD (TST 6049)
Physical Properties
P46520.10.14.
10/03/2014
ERD (TST 6049)
Physical Properties
P44360.10.14
10/07/2014
ERD (TST 6049)
Physical Properties
P43290.10.14
10/17/2014
ERD (TST 6049)
Physical Properties
PLYG-SC7550.03.15
03/24/2015
ERD (TST 6049)
Physical Properties
P40390.04.15
04/03/2015
ERD (TST 6049)
Physical Properties
PLYG-SC8080.05.15-1
05/20/2015
ERD (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST 6049)
Physical Properties
PLYG-SC8080.07.16
07/16/2016
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST 6049)
Physical Properties
PLYG-SC13040.12.16
12/27/2016
ERD (TST 6049)
Physical Properties
PLYG-SC11900.03.17
03/10/2017
ERD (TST 6049)
Physical Properties
PLYG-SC12115.08.17
08/08/2017
ICC-ES (EVL 2396)
IBC Compliance
ESR-1697
11/01/2014
Miami -Dade (CER 1592)
HVHZ Compliance
NOA 14-0717.08
01/22/2015
Polyglass USA
Manufacturing Affidavit
Products Current
02/18/2009
Polyglass USA
P/L 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. 10/05/2018
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 -Adhering Underlayments:
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 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.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayments; (570) 384-1730 Revision 23: 09/14/2017
Page 3 of 14
(-)o
-I I RINITi I ERD
5.5 Allowable Roof Covers:
TABLE 1: ROOF
COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in2-plysy
m)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet In 2-ply system)
I
Yes
(Base Sheet in 2-ply system)
No
No
No
Polystick I R-Xe
Yes
No
No
No
Yes
Yes
PolystickTU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
PolystickTU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
PolystickTU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
'Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex 56 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes I
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5-1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Ppproved tile adhesives / underlayment combinations.
TABLE
lA: ALLOWABLE TILEADHESIVE/ UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch 'n Seal StormBond Roof
FL14506
PolystickTU Plus, Polystick TU Max
Tile Adhesive
Dow TileBond'"
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
PolystickTU P, PolystickTU Plus, PolystickTU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
PolystickTU P, PolystickTU Plus, PolystickTU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polyglass Polyl-ok Roof Tile Adhesive
FL17855
PolystickTU Plus or PolystickTU Max
'Refer to Tile Manufacturer's or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6'H EDITION (2017) F I C NON-HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Undgrlayments, (570) 384-1230 Revision 23: 09/14/2017
Page 5 of 14
A
rTMN1-ryJERD
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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on 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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in' hot asphalt to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 6 of 14
5.9
F)o I
\,I 1 RINITY I ERD
When loading roof tiles on the underlayment i direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exce�ded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS
FOR DIREcr-DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastoflex S6, G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS
Flat or Lugged
Prohibited without battens
N/A
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Max
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installe ' in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 h rein and the specifics noted below.
6.2 Re fasten any loose decking panels, and check fo protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prim the substrate (if applicable).
6.3 Elastobase, Elastobase P or Mule -Hide Nail Base
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Bas may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APPCap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top -layer underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base
Ply System" from FRSA/TRI April 2012 (04-12). 1
FRSA/TRI April 2012 (04-12) Installation Manual
limited to use as a mechanically attached base sheet in the 'Two
•ence is made to Table 1 and Section 5.6.4 herein, coupled with
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1123
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underpayments; (570) 384-2230 Revision 23: 09/14/2017
Page 11 of 14
As
rTFUNITY I ERD
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1
for the type of prepared roof covering to be installed.
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 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 coverthe area being back -nailed.
All seal -lap seams (selvage laps) must be
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Aoolications (not allowed for Polystick Dual Pro, IR-Xe or Polystick M":
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 the 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.
6.4.4 Two (2) Ply Underlayment Systems:
Polystick MTS followed by Polystick MTS, 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.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017
Page 12 of 14
r,
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Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who der
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
�.L 'I "`�t� to • � ;�-
DBFRHow- A r baFR DBPRDjVISIONS. , C0WAGTD8PR
> Application Detail
FL17022-R7
Revision
2017
Approved
08/18/2017v. date reapply 08/21/17
u
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flvalidation @ya hoo. co m
Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
rchard@emfab.net
Roofing
Metal Roofing
RECEIVED
MAY 11 Z018
ST. I.ucig County, Permitting
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
D Evaluation Report - Hardcopy Received
the LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.E.
O Validation Checklist - Hardcopy Received
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.g_df
Standard
Year
TAS 125
2003
UL1897
2012
UL 580
2006
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
FL # I Model, Number or Name Description
17022.1 --[i - "5V Crimp" (116) 26 Gauge steel, 3/8" rib height,.24" wide lapped roof panel
mechanically attached to 15/32" plywood or Wood Deck with
fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for conditions. Install the
FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.odf
assembly in compliance with the installation method listed in
Created by Independent Third Party: Yes
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2 12 - "5V Crimp" (116)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions.Install the
assembly in compliance with the installation method listed in
this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel,
mechanically attached to 15/32" plywood or Wood Deck with
exposed fasteners
Installation Instructions
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.p_df
Created by Independent Third Party: Yes
17022.3
3 - "1.5" Mechanical Seam" (R5)
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24aa ssr.pdf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
limitations of use. Install the assembly in compliance with the
FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
installation method listed in this report and applicable code
seam 24aa ssr.pdf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.4 I4 - "1.5" Mechanical Seam" (R5) 11.5" rib height, 16" wide, 0.032" aluminum, standing seam
roof panel mechanically attached to 15/32" plywood or Wood
Deck with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.pdf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and
Evaluation Reports
limitations of use. Install the assembly in compliance with the
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
installation method listed in this report and applicable code
ALUMINUM ssr.pdf
sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
instructions.
17022.5 5 - "i in. Nail Strip" (R5) 1" rib height, 16" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf
Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A Evaluation Reports
Q
Compliant with Florida Building Code 2017 ('" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
corrosion Keslstant Lompllani: row- aec. is
Fastener 1(Method 1 Attachment): #9 x 1-
3/16" min. thru deck or 5/8" embedment i
requirements)
Fastener 2 (Method 2,3, & 4 Attachment):
penetrate 3/16" min. thru deck or 5/8" em
to meet requirements)
Underlayment: To be compliant with FBC
Slope: Shall be in compliance with FBC Sec.
Palm City, FL 34990
'Hex -Washer Head wood screw* to penetrate
wood plank. (*or sufficient length to meet
x 1-1/2" Hex -Washer Head wood screw* to
ment into wood plank. (*or sufficient length
Chart 1507.1.1
,Fastener attachment specifications above
D 1
METHOD 2
METHOD 3
METHOD 4
F
-93.5 PSF
-101 PSF
-228 PSF
16" O.C.
8" o.c.
6" o.c.
E
12" o.c.
12" o.c.
12" o.c.
MF
#10
#20
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report EM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standr UL 1897-12 *Design pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financi:
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by
report.
1 q
I '
a c 4Y m {G+facturing or distributing products
W.`compadjorn3b0faiturer, or distributing products under this
S r Tt •i4�'G .3� 7
FL1702 ti 6V Crimp (26GA Steel), 24" Wiae-Roof Panel - Details
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
15/ 2" or greater Plywood, or
- Wood plank
147
12'
3d3"
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
L9 x 1-1/2" Min, or #10 x 1-1/2" Min. per
—fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- Wood plank