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FL# FL17022-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Extreme Metal Fabricators, LLC.
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
tara@extrememetalfabr'icators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
2-8034
richa 87emfab. \,iy
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the James L.Buckner,P.E. @ CBUCK,Inc.
Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 RS COI CertOfIndep.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
c
Product Approval Method Method 1 Option D
Date Submitted 04/20/2016
Date Validated 04/20/2016
Date Pending FBC Approval 04/24/2016
Date Approved 06/08/2016
Date Revised 10/21/2016
Summary of Products
FL# Model,Number or Name Description
17022.1 (1) 5-V Crimp 26 gauge steel,lapped roof panel,mechanically attached to wood
deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 1 5VCrimo 26ga WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-228 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 RS AE 1 5VCrimo 26ga WoodDeck EVALREPORT.Ddf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.2 (2)5-V Crimp 0.032"aluminum,lapped roof panel,mechanically attached to wood
deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 2 5VCr1mo 032A1um WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK,Inc.P.E.#31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-168.5 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 RS AE 2 5VCrimo 032Alum WoodDeck EVALREPORT.odf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.3 (3) 1.5"Mechanical Seam 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel
mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 3 1.5
Approved for use outside HVHZ:Yes MechSeam 24aa WoodDeck EVALREPORT.odf
Impact Resistant: No Verified By:James L.Buckner,P.E. @ CBUCK,Inc. P.E.#31242
Design Pressure: +N/A/-191 Created by Independent Third Party:Yes
Other, Refer to evaluation report for conditions and Evaluation Reports
limitations of use. Refer to manufacturer's installation FL17022 R5 AE 3 1.5
instructions as a supplemental guide for attachment. MechSeam 24aa WoodDeck EVALREPORT.Ddf
Created by Independent Third Party:Yes
17022.4 (4) 1.5"Mechanical Seam 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 4 1.5
Approved for use outside HVHZ:Yes MechSeam 032Alum WoodDeck EVALREPORT.Ddf
Impact Resistant: No Verified By:James L.Buckner, P.E. @ CBUCK,Inc.P.E.#31242
Design Pressure:+N/A/-191 Created by Independent Third Party:Yes
Other: Refer to evaluation report for conditions and Evaluation Reports
limitations of use. Refer to manufacturer's installation FL17022 R5 AE 4 1.5
instructions as a supplemental guide for attachment. MechSeam 032Alum WoodDeck EVALREPORT.Ddf
Created by Independent Third Party:Yes
17022.5 (5) 1"Nail Strip 1"rib height, 16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 5 1NailStriD 26ga WoodDeck EVALREPORT.Ddf
Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E.@ CBUCK,Inc.P.E.#31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-97.25 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf
limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.6 (6) 1"Nail Strip 1"rib height, 16"wide,0.032"aluminum,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R5 II 6 1Nailc/ '032A1um WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L But?:..,.:,P.E. @ CBUCK,Inc.P.E.#31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-78.5 Evaluation Reports
Other:Refer to evaluation report for conditions and FL17022 R5 AE 6 1NailStriD 032Alum WoodDeck EVALREPORT.Ddf
limit ions of use.Refer to manufacturer's installation Created by Independent Third Party:Yes
instruclions as a supplemental guide for attachment.
17022.7 (7) 1.5"Nail Strip 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel
:��s � mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use\No
FL17022 R5 II 7 1 5NailStriD 26oa WoodDeck EVALREPORT.Ddf
Approved for useZ:Yes Verified By:James L Buckner, P.E. @ CBUCK,Inc.P.E.#31242
Impact ResistantCreated by Independent Third Party:Yes
Design Pressure: Evaluation Reports
Other:Refer to evfor conditions and FL17022 R5 AE 7 1 SNailStrin 26oa WoodDeck EVALREPORT.odf
limitations of use. Refer to manufa rer's installation Created by Independent Third Party:Yes
instructions as a supplemental guide Pokattachment.
17022.8 (8)EMAX Rib 29 gauge steel,lapped roof panel mechanically attached to wood deck
with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R5 II 8 EMAX Rib 29oa WoodDeck EVALREPORT.odf
Approved for use outside HVHZ:Yes Verified By:James L. Buckner, P.E. @ CBUCK,Inc. P.E.#31242
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-146 aluation Reports
Other: Refer to evaluation report for conditions and FL 022 R5 AE 8 EMAX Rib 29 a WoodDeck EVALREPORT. df
limitations of use.Refer to manufacturer's installation Crea by Independent Third Party:Yes
instructions as a supplemental guide for attachment.
17022.9 (9)PBR MAX 26 gauge Ste lapped roof panel mechanically attached to wood deck
with exposed sc ws.
Limits of Use Installation Instr tions
Approved for use in HVHZ:No FL17022 R5 II 9 PB Rib 26 a WoodDeck EVALREPORT. df
Approved for use outside HVHZ:Yes Verified By:James L, eu ner,P.E. @ CBUCK,Inc. P.E.#31242
Impact Resistant: No Created by Independent T d Party:Yes
Design Pressure: +N/A/-119.5 Evaluation Reports
Other: Refer to evaluation report for conditions and FL17022 R5 AE 9 PBR Rib26 WoodDeck EVALREPORT. df
limitations of use. Refer to manufacturer's installation Created by Independent Third Part •Yes
instructions as a supplemental guide for attachment.
Back He
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone,850-487-1824 4
The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to 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 45S,F.S.,
please click here.
Product Approval Accepts:
,*may_ IR�iaffl eChecY M
Credit Card
Sate
y
NBUCK E::nqlnL=L=rinq
Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"5-V Crimp"
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
for
Florida Product Approval
# FL 17022.1 R5
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: 5-V Crimp Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-23.``JJXIII11/,/�',
Prepared by: , L. 13Ue,��,,�
James L. Buckner, P.E.,SECS �Q:•'��ceNsF' •.c�,Q
Florida Professional Engineer#31242 No 31242 * '
Florida Evaluation ANE ID: 1916 = y�
Project Manager:Youry Demosthenes =� '• =
Report No. 16-123-5V-S6W-ER ,�'. STATE OF ;.•_��
i '•.FCORIDP.-' C>
(Revises 15-217-5V-56W-ER.2)
Date: 4/18/16 �,/0NAL��.�
Contents: ~
Evaluation Report Pages 1—7 ^�
2016.04.1911:32:32-04'00'
CBUCK,Inc. - Palm Beach County,Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
1
--A#: FL 17022.1 R5
Date: 4/18/16
niers Page Report No.:2 of 73-5V-S6W-ER
SpeclaltLj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Extreme Metal Fabricators,LLC.
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board(Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure (ASD): Refer to Table A
(Refer to"Table A"attachment details herein)
_" L#: FL 17022.1 R5
Date: 4/18/16
OBU
meeting Page Report No.:3 of 73-5V-S6W-ER
Spxlalfiy Structural Enginemerinq CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein have demonstrated compliance with the performance
standards listed above as referenced in the current Florida Building Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and This evaluation report for "Optional Statewide Approval" contains technical
Conditions of Use: documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval'.
• Option for application outside"Limitations and Conditions of Use"
• Rule 61G20-3.005(1)(e) allows engineering analysis for"project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code".Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule(FAC)61G15-36 to
comply with Florida product approval rule (FAC) 61G20-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittal documentation,
per FBC section 107,for any individual structure,site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3,and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
,__j
_41.#: FL 17022.1 R5
Date: 4/18/16
g ��� Report No.:16-123-5V-S6W-ER
CBUCK 1 ng Page 4 of 7
SpxialtLj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Components/MaterialsV/Roof Panel: 5-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 24" (max.) Coverage
Rib Height: 5/8"
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
FASTENER 1 Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
FASTENER 2 Used for Attachment Method Z 3&4
Type: Hex Washer Head Wood Screw
Size: #10 x 1-1/2" (min.)
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.1
Components/Materials: Underlayment:
(by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3"(max.)
Properties:
Density: 2.25 pcf(lbs/ft') min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• Insulation shall comply with FBC Section 1508.When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum
of 3/16".
.�1#: FL 17022.1 R5
Date: 4/18/16
N 83 UICK fi eri 5 of 7Report No.: -5V-S6W-ER
Page 5 of 7
Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(Refer to"TABLE A"below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A" Below
(attached to the tops of the V's for a total of 3 screws across the width of the
0 panel.)
■ Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
■ Rib Interlock: Lapped
■ Minimum fastener penetration thru bottom of support,3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A„
ALLOWABLE LOADS
MV46D 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: 4 -86 PSF -93.5 PSF -101 PSF -228 PSF
/ Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID:1527)
Report No.: D5893.01-450-18, Date: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18/15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID: 1527)
Report No.: D5893.02-450-18, Date: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
�J FL#: FL 17022.1 R5
Date: 4/18/16
@,® n 1 r1� 6 of 7Report No.: -5V-56W-ER
6� Page 6 of 7 ,
Specialty Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
24" Maximum Net Coverage
5/8 "
F
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
Fastener
#9 x 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A"
Hex Washer Head Screw
Spaced 12"o.c.across the Panel Width
Panel Overlap Refer to Table"A"for Spacing Along Panel Length
Deck:
-15/32"or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
rL#: FL 17022.1 R5
Date: 4/18/16
� r� Report No.:16-123-5V-56W-ER
CBUCK EngPage 7 of 7
Specialty Structural Enginse—rinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-1/2"Min. or
#10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel
Hex Washer Head Wood Screws
.,1. \. _ .,/..�•. „fir•::\.• \ ..
•.�: I `"ice
gy
J
Optional:
Deck: Rigid Insulation
15/32"or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LO DS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF
Row Spacing: 16"o.c. 16"o.c. 8"o.c. 6"o.c.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. 12"o.c. 12"O.C.
Fastener Size: #9 #10 #10 #10
*Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1.
111 fir'
■ s 0 1 • 1 0 ,
�y 1:• �e
Florida Departmentd BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff i BCIS Site Map Links ! Search
BusinesProdct
lO
Professional USER PubuApproval
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
-a FL# FL5259-R24
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
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
Fernley, NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton,PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
s 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 07/01/2017
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R24 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D6164- 2005
ASTM D6222 2008
ASTM G154 2006
ASTM G155 2005
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 07/22/2015
Date Validated 08/07/2015
Date Pending FBC Approval 08/15/2015
Date Approved 10/16/2015
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 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R24.odf
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 FL5259 R24 AE 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck)for R24.Ddf
use under foam-on tile systems(where the Created by Independent Third Party:Yes
underlayment forms part of the load-path). I
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.
Bacl< Nexi:
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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.
Product Approval Accepts:
REJ 1-1 cthEck M
sccuritymi-ritics
J ( 1
f EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINITY I ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX: (203)262-9243
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-1120
150 Lyon Drive FI-5259-1124
Fernley, NV 98408 Date of Issuance:02/24/2009
Revision 20:07/22/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be.in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 12.
Prepared by:
;'�C?:�\o=5?1'65�i''•
y - The facsimile seal appearing was authorized by Robert Nieminen,
<;.�-.�.s�.p•=;.'�;��' P.E.on 07/22/2015. This does not serve as an electronically
oar.^�; � ..
Robert J.M. Nieminen,P.E. �: -,N �r,�,-; signed document. Signed,sealed hardcopies have been
�SJTVH. A•.�
Florida Registration No.59166,Florida DCA ANE1983 ';�1�,,,,v?�,,.� transmitted to the Product Approval Administrator and to the
's ' named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. ate, 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.
TRINITY ERD
Enti Examination Reference Date
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) 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
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 P46520.10.14 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) Wind Uplift PLYG-SC8905.15 07/22/2015
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,LLC.(QUA9625) Quality Control Service Confirmation,R14571 Exp.08/08/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation,MTS PLUS Exp.07/01/2017
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened 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-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and TAS 103.
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,glass-fiber/polyester reinforced,
with a granular surface;meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and TAS 103.
Exterior Research and Design,LLC. Evaluation Report 1312060.02.09-1120
Certificate of Authorization#9503 FL5259-1124
Revision 20:07/22/2015
Page 3 of 12
`J TRINITY;ERD
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 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.
4.3 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)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.
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 AH1 for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE f ROoi.COVER OPTIONS.
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles
Yes Yes
Elastobase Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
Yes Yes
Elastobase P Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes
system) system)
Polystick MTS Yes Yes No Yes Yes Yes
Polystick MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P Yes Yes Yes No Yes Yes
See 5.5.1
Polystick 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
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 YesNo 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 YesNo Yes Yes
or SA-APP Cap Sheet(FR) See 5.5.1
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20
Certificate of Authorization#9503 FL5259-R24
Revision 20:07/22/2015
Page 4 of 12
B
'rloflda Depaftmentof BCIS Home ; Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications j FBC Staff ; BCIS Site Map Links ; Search
BusinesProd� , f.
Professitna I ���I USER:PublicAuperoval
Regulation
Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL1654-R16
Application Type Revision
Code Version 2014
Application Status Approved
Comments
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
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton,PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
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
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/27/2016
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R16 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 �� �� 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/17/2015
Date Validated 06/23/2015
Date Pending FBC Approval 06/28/2015
Date Approved 08/18/2015
Date Revised 12/16/2015
Summary of Products
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1654 R16 II 2015 06 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R16.odf
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 application Evaluation Reports
relates to one particular assembly over concrete FL1654 R16 AE 2015 06 FINAL ER POLYGLASS MODBIT FL1654-
deck.Refer to the ER Appendix for other systems and R16.Ddf
deck types.2.) Refer to ER,Section 5 for other Limits Created by Independent Third Party:Yes
of Use.
"''��'V' EE
c
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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.
Product Approval Accepts:
E.".txk Mi
SL'CUrli'At t:Tlll[S
TRINITY I ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND.UPLIFT.RESISTANCE
Table Deck Application Type Description Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
1B Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
11) Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 7-8
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 8-9
11FJ [ Wood New or Reroof(Tear-Off)! (F' (Non-Insulated,Bonded Roof Cover ( 91
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11-12
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 -�
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-18
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 19-20
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 22-23
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25-27
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28
58 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 29
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30
51) CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 30
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-32
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 33
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 33
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 34-36
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 36
i
The following notes apply to the systems outlined herein: -
}
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AH1. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene,wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the CW
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,U.C.d/b/a Trinity[ERD Evaluation Report P9290.02.08-R14 for FL1654-1116
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 36
c
��TRINITYI ERD `
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:POLYGLASS,ROOF COVERS.
Reference Layer Material Application
BP-AA Base Polyglass G2 Base,FBC Approved ASTM D4601,Type II
HA at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI
Base or Ply Elastobase,Elastobase Poly,Elastoflex V,Elastoflex S6,Polyglass HT Base 650
SBS-AA HA at 20-40 lbs/square
(SBS,Asphalt-Applied) Cap Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand-backed),
Polyfresko G SBS FR(sand-backed)
Base or Ply Elastoflex V,Elastoflex S6
SBS-TA
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex S6,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(poly- Torch-Applied
film backed),Polyfresko G SBS FR(poly-film backed)
SBS-SA Base Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
Self-Adhering
(SBS,Self-Adhering) Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect
APP-TA Base or Ply Polyglass APP Base,Polyflex,Polybond
Torch-Applied
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP_-5A_j' exA o
— - --'
CapJ Polyflex SA P,PolyflSP FR,Plyfresko G-SA,-SA, f Self-Adhering
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
D PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
PG700 High Quality Elastomeric Roof Coating;
➢ PG800 Asphalt Emulsion Roof Coating;
D Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; r
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
Polybrite 70 Premium Grade Elastomeric Roof Coating;
Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1114 for FL1654-1116
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 36
�TRINITYJ ERD
TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover
No. Note 1) Base Fasten Attach Ply Cap MDP(psf)
Min.15/32- Pol lass APP Base OMG#12 Standard Roofgrip or OMG#14 Heavy 6-Inch o.c. ll spat lap and 6-inch o.c,in
W-43
Inch plywood Yg Duty(min.1-5/8-loch long)with OMG 3"Round three,equally spaced,staggered center rows (Optional)APP-TA APP-TA -90.0
Metal Plates or OMG Flat Bottom Metal Plates
Min.15/32- Elastobase OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c,in (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA
W-44 with sand to
Inch plywood ( P surface) Duty(min.1-5/8-inch long)with OMG 3"Round three,equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -90.0
Metal Plates or OMG Flat Bottom Metal Plates
W-45 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1-5/8-Inch 6-inch o.c,at 4-inch lap and 6-inch o.c.In (Optional)BP-AA or SBS-AA SBS-AA -90.0
inch plywood long)with Trufast 3"Metal Insulation Plates three,equally spaced,staggered center rows
Min.15/32- OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.cin five,
W-46 inch plywood Polyglass APP Base Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows (Optional)APP-TA APP-TA -120.0
Metal Plates or OMG Flat Bottom Metal Plates
OMG#12 Standard Roofgrip or OMG#14 Heavy
Min.15/32- 6-inch o.c,at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA,S05-AA, SBS-AA,SBS-TA
W-47 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA -120.0
Metal Plates or OMG Flat Bottom Metal Plates
W-48 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA or SBS-AA SBS-AA -120.0
inch plywood long)with Trufast 3"Metal Insulation Plates equally spaced,staggered center rows
TABLE 1F:WOOD DECKS–NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Roof Cover
Primer MDP(psf)
No. Note 1) Joint Treatment Base Ply Cap
(Min.15/32- —— –` (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-49 (Optional)-PG100 None SBS-SA – L-900 .'
inch plywood TA,APP-TAS `TA,APP-TA
Min.15/32- (Optional)One or more
W-50 inch plywood (Optional)PG100 None Polyflex SA Base APP-TA APP-TA 90.0
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-51 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97'5
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SAV Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-52 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0
W-53 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Into Polyflex SA Base (Optional)One or more APP-TA -135.0
inch plywood place to create continuous bond. APP-TA
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report P9290.02.08-1114 for FL1654-R16
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 36