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Product Approval Menu a Product ar Application Search > rlppliC, Unn List } Appli@tion Detail
FL # FL5259-R29
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1330 Ext 242
maipert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(866)802-8017
uspolyglasstechnical@potyglass.com
Quality Assurance Representative QA REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 410-1375
uspolyglasstechnical@polyglass.com
Category Roofing
Subcategory Underlavments
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
Quaiity Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/21/2022
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL5259 R29 COI 2019 01 COI NIEMINEN.pdf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
httpsJ/floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS°/`2fegOlipmaCfgJXCANGg3CNQhK30Sg%p3d%3d
1/2
1127/2020 Florida Building Code Online
FM 4474 2011
FRSA/TRI April 2012 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/15/2019
10/16/2019
10/20/2019
12/10/2019
Summary of Products
FL # — Model, Number or Name Description
5259.1 Polyglass Roof Roofing underiayments
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL52S9 R29 II 2019 10 FINAL ER POI_YGLASS UNDFRLRYMENTS FL5254- '
Approved for use outside HVHZ: Yes
R29.pdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE -59166
Design pressure: +N/A/ -522.5
Created by independent Third Party: Yes
Other: 1.) The design pressure in this
Evaluation Reports
application relates to one particular
FL5259 R29 AE 2019 10 FINAL ER POLYGLA55 UNDERLAYMENTS FL5259-,
underlayment system (over concrete deck) for
R29.pdf
use under foam -on tile systems (where the
Created by Independent Third Party: Yes
underiayment forms part of the load -path).
Refer to ER Section 5.6.1 for other systems,
other deck types and associated maximum
j design pressures, 2.) Refer to ER Section 5 for
other limits of use.
Contact Us :: 2601 Weir Stone Road Tallahassee R 32395 Phone: 850-487-1824
The gta P of Florida is an AA/FEQ emplover. 1C2pyJI-ght 7937-2613 State of Flndda.:: privy Sty. tement :: AcyKjs bility Statement :: Refund StatemSne
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(j),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address rf 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 av24able to the public. To determine if you are a licensee under Chapter 455, FS., please click here .
Product Approval Accepts:
Hkm
LJeeto
"sectutrityptu-mucs-
https:Ufloridabuilding-orglprlpr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegDlipmaGfgJXCANGg3CNQhK30Sg%3d%3d 212
ONEMOIetc.
Product Category;
Roofing
Sub -Category:
Underlayment
iqfti
Compliance Statement:
Roof Underlayments, as produced by Poiyglass USA, Inc., have demonstrated
compliance with the
following sections of the
611 Edition (2017) 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.
ERD (TST 6049)
2. STANDARDS:
11757.08.01-1
08113/2001
ERD (TST 6049)
Section
Prope
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1,1
Physical Properties
ASTM D226
2009
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507-11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
TAS 110
Accelerated Weathering
ASTM D4798
2011
3, REFERENCES:
iqfti
Examination
Reference
Date
En #i
Examination
Reference
Date
ERD (TST 6049)
Wind Upilft
11757.08.01-1
08113/2001
ERD (TST 6049)
Tensile adhesion
P40390.04.15
04/03/2015
ERD (TST 6049)
Wind Uplift
11776.06,02
01/16/2003
ERD (TST 6049)
TAS 103
P44360.10.14 -RI
OS/18/2015
ERD (T57 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Wind Uplift
PLYG-SC8905-05.16-1
05/17/2016
ERD (TST 6049)
ASTM D1970
135110.04.07-1
04/11/2007
ERD (TST 6049)
ASTM 01970
PLYG-SC10130.06.16-1
06/27/2016
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Tensile adhesion
PLYG-SC10130.06.15-2
06/27/2016
ERD (TST 6049)
Wind Uplift
P30540.11.09 -R1
11/30/2009
ERD (TST 60491
TAS 103
PLYG-SC10130.06,16-3
06/27/2016
ERD (TST 6049)
Tensile Adhesion
P11030.11-09-1
11/30/2009
ERD (TST 60491
ASTM D1970/D4798
PLYG-SC8080.07.16
07/1612016
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2409
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD(TST 6049)
ASTM D4977
P11030.11.09-3
11/30/2009
ERD {TST 6049)
TA5 103
PLYG-5013040.12.16
12/27/2016
ERD (TST 6049)
ASTM D1970
P33360.06.10
06/25/2010
ERD (TST 6049)
30/40 physicals
PLYG-SC11900.03.17
03/10/2017
ERD (TST 6049)
TAS 103
P33370.03.11
03/02/2011
ERD (TST 6049)
TA5 103
PLYG-SC12115.08.17
09/08/2017
ERD (TST 6049)
`tensile Adhesion
P33370.04.11
04/26/2011
ERD (TST 6049)
TA5 103
PLYG-SC13035.08.17
10/31//2017
ERD (TST 6049)
A5TM 01970
P37300.10.11
lc/19/2011
FM {TST 1867)
Wind Uplift
3004091
01/12/2000
ERD (TST 6049)
TA5103
P40390.08.12-1
08/06/2012
ICC -FS (EVL 2396)
IBC Compliance
ESR -1697
04/01/2019
ERD (TST 6049)
Tensile Adhesion
?40390.08.12-2
08/07/2012
M -D (CER 1592)
HVHZ Compliance
NOA 17-0614.22
07/06/2017
ERD (TST 6049)
Tensile Adhesion
C41420.09-12-3
09/11/2012
MTI (TST 2508)
ASTM D4798
JX24H7A
04/01/2008
ERD (TST6049)
Wind Uplift
P39680.03. la
03/04/2013
NEMO (TST 6049)
ASTM D1970
4-PLYG-18-004.03.18
03/29/2018
ERD (TST 6049)
ASTM D1970
P45370.04A3
04/26/2013
NEMO (TST 6049)
Wind Uplift
41_-PLYG-18-003.01.19
01/11/2019
ERD (TST 6049)
Wind Uplift
P1738.C2.07-R2
04/29/2013
NEMO (TST 6049)
ASTM D6163
45-PLYG-18-002.01.19-A
01/24/2019
ERD (TST 6049)
Wind Uplift
11757.04.01-1-R1
04/30/2013
NEMO (TST 6049)
ASTM D5222
45-PLYG-18-002.05.19-C
05/20/2019
ERD (TST 6049)
ASTM D6164
P37590.03.13 -3A
05/05/2013
NEMO (TST 6049)
TAS 103
4S-PLYG-18-004.10.19-G
10/08/2019
ERD (TST 6049)
ASTM D6509
P37590 -03.13 -1 -RI
06/26/2013
NEMO (71 5T 6049)
TAS 103
4S-PLYG-18-004.10.19-1
10/08/2019
ERD (TST 6049)
Wind Uplift
?41630.08.13
08/06/2013
NEMO (TST 6049)
TAS 103
45-PLYG-I8-OD4.10,19-L
10/09/2019
ERD (TST 6049)
ASTM D4601
P45940.09.13
09/04/2013
NEMO (TST 6049)
TA5103
4j-PLYG-19-S5UDL-01.A
10/10/2019
ERD (TST 6049)
Wind Uplift
P11751.05.03-111
11/26/2013
PRI {TST 5878)
Tensile Adhesion
PRI01111
04/08/2002
ERD (TST 6049)
Wind Uplift
P11781.11.03 -R1
11/26/2013
PRI (TST 5878)
TAS 103
PUSA-018-02-01
07/14/2003
ERD (TST 6049)
30/SO physicals
P45270.05.14
05/12/2014
PRI (TST 5878)
TAS 103
PUSA-035-02-01
09/29/2006
ERD {TST 6049)
Tensile adhesfon
6020.09.14-5
09/08/2014
PRT (TST 5878)
TA5103
PUSA-055-02-02
12/10/2007
ERD (TST 6049)
Tensile adhesion
6020.09.14-6
09/08/2014
PRI (TST 58781
ASTM D6222
PUSA-061-02-02
01/28/2008
ERD (TST 6049)
Tensile adhesion
P46520.10.14
10/03/2014
PRI (TST 5878),
ASTM D6164
PUSA-088-42-01
07/2912009
ERD (TST 6049)
ASTM D1970/04798
P43290.10.14
10/17/2014
Polyglas5 USA
P/L Affidavit
Mule -Hide Cross Ltg
03/01/2008
NEM0 ETC, LLC.
Evaluation Report 1312060.02.09-R25
Certificate of Authorization
#32455
CH
EDITION (2017) FBC
NON-HVHZ EVALUATION
FL5259-R29
Polyglass Roof Underlayments;
(954) 233-1230
Revision
25: 10/14/2019
Page 2 of 16
fvrtity Examination
£RD (TST 6049) TAS 103
4.
4.1
4.2
4.3
4.4
4.5
4.6
4,7
4.8
4.9
4.10
4.11
4.12
4.13
4.14
4.15
4.16
4.17
Reference Date En_ tity
PLYG-SC7550.03.15 03124/2015 Polyglass USA
UL(QUA9625)
NNEMO j etc.
Examination Reference Date
Materials Affidavit Polystick Compound 08/18/2011
Quality Control Service Confirmation 09/13/2018
PRODUcT DESCRIPTION:
Product
Specification
Plant(s)
Description
Elastobase
ASTM D6163
FL
Fiberglass -reinforced, SBS modified bitumen base sheet
Elastobase P
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen base sheet
Elastoflex G TU
M -D 13-004
PA
Polyester -reinforced, modified bitumen tile underlayment
FRSA/TRI April 2012
composed of a sand -surfaced SBS modified bitumen back-
side and granule -surfaced APP modified bitumen top -side
Elastoflex S6 G
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI April 2012
Elastoflex S6 G FR
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI April 2012
Mule -Hide SA -APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
HydraGuard Dual Pro
ASTM D1970
FL
Nominal 60 -mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
HydraGuard Tile Pro
ASTM D1970
FL
Nominal 60 -mil thick dual -layer rubberized asphalt
TAS 103
waterproofing membrane, fiberglass reinforced, with a
FRSA/TRl April 2012
€
polyester fabric surface
Mule -Hide SA -APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
(FR)
FRSA/TRI April 2012
Polyflex G
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRl April 2012 (04-12)
beneath mechanically fastened or adhered tile roof
systems
Polyflex G FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TR1 April 2012 (04-12)
beneath mechanically fastened tile roof systems
Polyflex SA P
ASTM 06222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyflex SA P FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyglass Base
ASTM D6509
FL
Fiberglass -reinforced, APP modified bitumen base sheet
Polyglass G2 Base Sheet
ASTM D4601
AL
Fiberglass -reinforced, asphaltic base sheet
Polystick IR -Xe
ASTM D1970
FL, PA
Nominal 60 -mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
Polystick MTS Plus
TAS 103
FL, PA, TX
Nominal 60 -mil thick rubberized asphalt waterproofing
FRSA/TRI April 2012
membrane, glass fiber reinforced, surfaced with
polyolefinic film surface
NEMO ETC, LLL.
Certificate o%Authorizotion #32455
6- EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (954) 233-1230
Evaluation Report P12060.02.09 -R25
FL5259-R29
Revision 25: 10/14/2019
Page 3 of 16
4.15
4.19
4.20
4.21
foNizmn I c-tr
PRoDUCT DESCRIPTION:
Product
Specification
Plant(s)
Description
Polystick MU -X
ASTM x1970
FL, NV, PA
Nominal 54 -mil thick dual4ayer rubberized asphalt
Foam -On Tile
(See Section 5.8)
Wood Shakes
& Shingles
waterproofing membrane, fiberglass reinforced, with a
Elastobase
Yes
Yes
(Base Sheet €n2 -ply system)
polypropylene film surface
Polystick TU Max
ASTM D1970
FL, PA, TX
Nominal 60 -mil thick rubberized asphalt waterproofing
Yes
TAS 103
Yes
(Base Sheet in 2 -ply systeml
membrane with a 190 g/m2 polyesterfabric surface
Yes
FRSA/TRI April 2012
Polyglass Base
No
Polystick TU P
TAS 103
TX
Nominal 130 -mil thick rubberized asphalt waterproofing
No
FRSA/TRI April 2012
No
membrane, glass-fiber/polyester reinforced, with a
Yes
(Base Sheet In 2 -ply system)
No
No
granular surface
Polystick TU Plus
ASTM D1970
FL, PA
Nominal 80 -mil thick rubberized asphalt waterproofing
No
TAS 103 I
yes
membrane, glass fiber reinforced, with a polyester fabric
Yes
FRSA/TRI April 2012
Yes (See 5.5.1)
surface
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless
retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ-
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within
FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this
evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
NEMO ETC, LLC. Evaluation Report P12060.02.09 -R25
Certificate of Authorization#32455 6TH EDITION (2017) FBC NON-HV}IZ EVALUATION FL5259-1129
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 4 of 1G
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet €n2 -ply system)
Yes
(Base Sheet in 2 -ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
)Base Seel in 2 -ply system)
Yes
(Base Sheet in 2 -ply systeml
Yes
Yes
Yes
Polyglass Base
No
Yes
(Base Sheet in 2-pIV system)
Yes
I Base Sheet in 2 -ply system)
No
No
No
Polyglass G2 Base
No
Yes
(Base Sheet in 2 -ply system)
Yes
(Base Sheet In 2 -ply system)
No
No
No
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
yes
Elastoflex S6 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Flastoflex 56 G FR
Yes
Yes
No
No
Yes
Yes
HydraGuard Dual Pro
Yes
No
No
Yes
Yes
Yes
HydraGuard Tile Pro ,
Yes
Yes
Yes (See 5-5.1)
Yes
YesYes
Mule -Hide SA -APP Cap
Sheet
Yes
Yes
Yes (See 5.5.1)
Na
yes
yes
Mu}. -Hide SA -APP Cap
Sheet(FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.51)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP
Yes
Yes
Yes (See 5.5-1)
No
Yes
Yes
Polyflex SA P FR
Yes
Yes
Yes (See 5-5.1)
No
Yes
Yes
Polystick IR -Xe
Yes
No
No
No
Yes
Yes
NEMO ETC, LLC. Evaluation Report P12060.02.09 -R25
Certificate of Authorization#32455 6TH EDITION (2017) FBC NON-HV}IZ EVALUATION FL5259-1129
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 4 of 1G
5.5.1
�NNEMO I etc.
"Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE SA: ALLOWABLE TILE ADHESIVE / UNDERi.AYMENT COMBINATiONSt
Underlayment
TABLE 1: ROOF COVER OPTIONS
Substrates (designed to meet wind loads for project)
Adhesive
Approval
Underlayment
Asphalt Shingles
Nail -Ort Tile Foam -Ort Tile
Metal
wood Shakes
& Shingles
Slate
Polystick MTS PlusYes ;
yes
Yes No
HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or
Yes
Yes
Polystick MU- X
Yes
No No
Yes
Yes
Yes
I Polystick TU Max
No
Yes Yes (See 5.5.1)
Yes
No
No
Polystick TU P
No
Yes Yes (See 5.5.1)
No
No
No
Polystick TU Plus
Yes
Yes Yes (See 5.5.1)
Yes
I Yes
Yes
"Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE SA: ALLOWABLE TILE ADHESIVE / UNDERi.AYMENT COMBINATiONSt
Underlayment
Florida Product
Substrates (designed to meet wind loads for project)
Adhesive
Approval
Underlayments
DAP Foam Touch 'n Seal StormBond
HydraGuard Dual Pro,
Roof Tile Adhesive
FL14506
Polystick TU Max or Polystick TU Pius
Dow TileBond'
FL22525
HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or
Polystick TU Plus
HydraGuard Tile Pro,
Elastoflex G TU, Elastoflex 56 G, HydraGuard Tile Pro, Mule -Hide SA -APP
ICP Adhesives Polyset' AH -160
FL6332
Cap Sheet, Mule -Hide SA -APP Cap Sheet (FR), Polyflex G, Polyflex SA P,
Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus
ASTM C1289 Type 11 Class 1 polyisocyanurate, ASTM
Elastoflex 56 G, HydraGuard Tile Pro, Mule -Hide SA -APP Cap Sheet, Mule -
ICP Adhesives Polyset® RTA -1
FL6276
Hide SA -APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR,
Insulation
or WB -3000
Polystick TU Max, Polystick TU P or Polystick TU Plus
Allowable Substrates:
TABLE 2; SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Underlayment
Application
Substrates (designed to meet wind loads for project)
Type
Primer
Materials)
HydraGuard Dual Pro,
Deck /
(Optional) ASTM D41
plywood, OSB, Southern Yellow Pine or Huber
"ZIP
Engineered Woods System" Panels
HydraGuard Tile Pro,
sheathing
ASTM D41
structural concrete
Polystick (all variations),
ASTM C1289 Type 11 Class 1 polyisocyanurate, ASTM
self-
adhering
Insulation
or WB -3000
C1289 Type V polyisocyanurate-composite, DensDeck
Cap Sheet (FR), Polyflex
Prime or SECUROCK Gypsum -Fiber Roof Board
Base
NIA
ASTM D226 felt, Elastobase, Elastobase P or Mule -Hide
SA P or Polyflex SA P FR
Sheet
Nail Base
Deck
ASTM D41
structural concrete
Elastoflex G TU, Elastoflex
hot asphalt
Insulation
(Optional) ASTM D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
Base
NSA
ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide Nail
S6 G or Elastoflex 56 G FR
Sheet
Base or Polyglass G2 Base
Deck
ASTM D41
structural concrete
Polyflex G or Polyflex G FR
torch-
Insulation
(Optional) ASTM D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
Base
N/A
Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass
applied
Sheet
G2 Base or Polyglass Base
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC. Evaluation Report P12060.02.09-1125
Certificate of Authorization #32055 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision Z5: 10/14/2019
Page 5 of 16
612212020 Florida Building Code Online
uN
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Product Approval Menu > Product or Appllcatian lea rch > Appiicarmn List > Application Detail
FL #FL1165i-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments S� `
Archived
TX
Product Manufacturer Gulf Coast Supply &Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
info@gulfcoastsuppiy.com
Authorized Signature Eng David
infra[ gulfcoastsupply.corn
Technical Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
info@gulfcoastsupply.com
Quality Assurance Representative David Eng
Address/Phone/Email 14429 SW 2nd Pi
Ste G30
Newberry, FL 32669
(352)498-0778
david.eng@gu€fcoastsupply.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Receivers
Florida Engineer or Architect Name who developed the Daniel S. Kuhn
Evaluation Report
Florida License PE -75519
Quality Assurance Entity Keystone Certifications, Inc,
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden P.E.
Certificate of Independence
Validation Checklist - Hardcopy Received
FL11651 R3..._C01 Cert of Independence 2017-10-09.pdr
Referenced Standard and Year (of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL 1697 2012
UL 580 2006
https_tlfioridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA°/*3d%3d
1i5
5/2212020
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/10/2017
Date Validated
10/12/2017
Date Pending FBC Approval
10/1712017
Date Approved
12/12/2017
Summary of Products
Go to Page
PL # I Model, Number or Name _LDesEription
11651.1 10.032" Aluminum 5V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.SPSF
Other: -108.5 psf @ 12" o.c. Install per manufacturers details
Not for use in HVHZ Zones.
40 10 Page 1/243 0
Min 0.03X'5 V Crimp Aluminum Roof Panel over 15132"
Plywood
Installation Instructions
FL11651 R3 II FL11651 1 R3 Metal Roof Panel Derail
signed.pdf
Verified By: Dan Kuhn, RE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 I R3 0325vCrimp 15-
3Plyw92d NoniiVFiZ�signed.pdf
Created by Independent Third Party: Yes
1165LZi 0.032" Aluminum Gulf Lok `Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over
115/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf
@ 5 3/16" o.c. fastener spacing. Install per manufacturers
details. Not for use in HVHZ Zones.
Installation Instructions
FL11651 R3 II FL11651 2 R3 Metal Roof Panes Detai4-
Signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15-
32Plywood NonHVHZ-siongd.pdf
Created by Independent Third Party: Yes
11651.3 1" 249a. Gulf Snap _ i" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use installation Instructions
Approved for use in HVHZ: Yes FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ: Yes signed.pdf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/--131.OP5 Created by Independent Third Party: Yes
Other. 67.3 psf @ 24" o.c, clip spacing. -131 psf @ 6" o.c. .Evaluation Reports
clip spacing, Install per manufacturers details. For use in HVHZ EL11651 R3 AE FL11651 3 R3 1 24GulfSnap 17 15 -
Zones. 32Plywood HVHZ-signed.pci
Created by Independent Third Party: Yes
, 11651.4 1" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
I design Pressure: +N/A/-138,SPSF
Other: -71 psf @ 24" o.c. clip spacing. -136.5 psf @ 6" o.c.
clip spacing. Install per manufacturers details. For use in HVHZ
Zones.
11651.5 ; 1" Versa Loc .1332" Aluminum
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure; +N/A/-101.OPSF
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" ox
I" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 If FL11651 4.. R3 Metal Roof Panel Detail-
; signed.pdf j
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL116S1 4 R3 24VersaLocSR 16.5 15-
12 —Ply HVHZ-sioned.od�
Created by Independent Third Party: Yes
1" VersaLoc min .032" Aluminum over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
https:tlfloridabuilding.org/prlpr app dtl.aspx?param=wGE:VXQwtDgsQFc5K%2tTrZeCSHgw99R5wgrf9UEegvkzBZ4cWkSTfwnA%3d0/o3d
I
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Florida Building Code Online
clip spacing. Install per manufacturers details. For use in HVHZ l F1,11651 R3 Al_ FL11651 5 R3 lin Q;j2VersaLoc SR 16 15-
Zones.32Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
11651.6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16" wide Roof Panel over 15/32" Plywood
Limits of use �Ij
Approved for use in HVHZ: Yes
I`nstaliatlon Instructions
I FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail -
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
I Other: -86.0 psf @ 24" o.c. dip spacing. -1U8.5 psf @ 12" o.c.
I clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install per
manufacturers detals. For use in HVHZ Zones.
- W
��-6
11r 51.7 i 1.5" 24ga. Versa Loc Y
signed.pA
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 6 R3 1.5 24GulfSna 16 15 -
32Plywood HVHZ-signP_d.pdf
Created by Independent Third Party: Yes 9
1.5" VersaLoc min 249a. 16" wide Roof Panel over 15/32" -�
I
Plywood
Limits of Use
y Approved for use in HVHZ; Yes
Approved for use outside HVHZ: Yes
Impact Resistant; N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. For use in
HVHZ Zones. �
Installation Instructions
FL11651 R3 II FLIifi51 7 R3 Meta} RaoF Panel petal
5igirled.pdf i
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651.- R3 AE FL11651 7 R3 1.5 24Ver5aLoc 16 15- 1
322PI wood HVHZ-siuned.pdf
Created by Independent Third Party: Yes i
11fi5i.8 2° 24ga. MegaLoc
Min 24 Ga. 2" MegaLoc 18° wide Roof Panel over 15132"
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant; N/A
Design Pressure: +N/A/-108.59SF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c
dip spacing. Install per manufacturers details. Not for use in
g HVHZ Zones.
i
f
i 11651.9 y ; 24 Ga. Gulf Lok
Limits of Use _ __- --
Approved for use in HVHZ: No
Approved for use outside HVHZ., Yes
Impact Resistant: N/A
Design Pressure: +N/A/-96.7PSF
Other., -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf
@ 5-1/8" o.c. fastener spacing. -121.75 psf @ 5-1/8" fastener
spacing. -161 psf @ 5-1/8" fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
11651.10 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/N'-93.5PSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers details.
Not for use in HVHZ Zones.
11651.11
'24 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ:. Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
o.c. clip spacing. Install per manufacturers details. Not for use
in HVHZ Zones.
11651.12 - - - 26 Ga. 5V Crimp --
Limits of Use
Approved for use in HVHZ: Yes
Plywood
Installation Instructions
FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
E 11Q!j1 R3 AE FL11551 8113, 24VersaLoc 18 15-
32PlywoodNonHVHZ=sig g .odf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood _
' Installation Instructions - -
FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detalfw
i si9aed.pSif I
Verified By: Dan Kuhn, P.E. 75519
1 Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 9 R3 24GuIFLok 16 15-
32131 wood NonHVHZ-signed. pdf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Seam 16" wide Roof Panel over 1x4 Wood
Purlins over 15/32" Plywood
Installation Instructions
FL11651 R3 IT FL11651 10 R3 Metal Roof Panel_ Detail-
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL1165I R3 AF FL11651 10 &� 24Guff5eam 16 1x4 15-
32Ply4vaod NonHVHZ-si ned.pdf
Created by Independent Third Party: Yes
_ I
Min 24 Ga. Gulf Seam, 13/4" Snap Lock, 18" Wide Roof Panel
! over 15132" Plywood
Installation Instructions
FL11651 R3 II FL11651 11 R3 Metal Roof Panel Detail-
signed.pdf
Verified By: Dan Kuhn, RE. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15-
32Plywood NanHMHZ-signed.pdf
Created by Independent Third Party: Yes
Min 26 Ga. SV Crimp Roof Panel over 15/32" Plywood
Installation Instructions
171-11551 R3 II FL11651 12 R3 Metal Roof Panel Detail-
t,ttps:/!floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrfgOEegvkzBZ4cy/VkSTfwnA°/"3d%3d 3/5
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j Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/AI-156.SPSF
Florida Building Code Online
signed-pdf
Verified By: Dan Kuhn, RE. 7551.9
Craatorl by TnrlpnenripntThird Parhi: Voc
Other: -106.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ Evaluation Reports- - - -
6" o.c, fastener spacing. Install per manufacturers details. For FL11651 R3 AE FL11651 12 R3 265vCrimp 15 -
use In HVHZ Zones. 32P1ywood HVHZ-signedp�f
Created by Independent Third Party: Yes
J mm!
11651.13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood �I
Limits of Use
I Installation Instructions
Approved for use in HVHZ: No
I FL11651 R3 11 FL11651 13 R3 Metal Roof Panel Detail- j
Approved for use outside HVHZ: Yes
Impact Resistant:
signed.pdf
N/A
Verified By: Dan Kuhn, RE. 75519
Design Pressure- +N/A/-131.PSF
Created by Independent Third Party: Yes
Other: -94,25 psf @ 16" o.c. fastener pattern. -131.0 psf @
i Evaluation Reports i
16" o.c. fastener pattern. Install per manufacturers details, Not
I FL11651 R3 AE FL11651 13 R3 265vCrim 15 -
for use in HVHZ Zones.
32Plywood NonHVHZ-signed.pdf
v
Created by Independent Third Party: Yes
111651.14 26 Ga. 5V Crimp
115/32"
Min 26 Ga. SV Crimp Roof Panel over ix4 Wood Purlins over
i
Plywood
Limits of Use j
Installation Instructions j
Approved for use in HVHZ: No
FL11651 R3 II FL11651 14 R3 Met i Roof Panel_ Detail- I
Approved for use outside HVHZ: Yes
si911%LPdf
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c, fastener spacing. Install per manufacturers details. For
FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 15 -
use in HVHZ Zones. I
3�LP-lywood NpnHVHZ-signed.pdf
Limits of Use
Created by Independent Third Party. Yes
11651.15 26 Ga, Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
1 Limits of Use
'. Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.OPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 psf
@ 5 3/15" spacing, -161.0 psf @ 5 3/16" o.c. fastener spacing.
Install per manufacturers details. For use in HVHZ Zones.
L
Installation Instructions
FL11651 R3 11 FL11651 15 R3 Metal R of Panel Detail-
; signed.pdf
i Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL 1651 R3 AF FL11651 15 R3 26Gulfl-ok 16 15
32Plywood HVHZ- signed.pdf
Created by Independent Third Party: Yes
11651.16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
` Approved for use in HVHZ: No
FL11651 R3 II FL11651 16 R3 Metal Roof Panel Detail -
Approved far use outside HVHZ: Yes
signed.pdf
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +NTA/-63.5PSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 psf
Evaluation Reports
@ S 2/36" fastener spacing. -161 psf @ 5 3/16" fastener
FL11651 R3 AE FL11651 16 R3 26GuIfLok 16 15 -
spacing, Install per manufacturers details. Not for use in HVHZ
32Plywood Non HVHZ-signed.pdf
Zones.
Created by Independent Third Party: Yes
j� 11651.17 i 26 Ga. GulfPBR
I Min 26 Ga. Gulf PBR Roof Panel over 15132" Plywood —�
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL111551 R3 II FL11651 17 R3 Metal Roof Panel D tail -
Approved for use outside HVHZ: Yes
signed.pdf
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75514 I
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Party: Yes
Other: -59.25 psf @ 24" o.c. fastener pattern. -154.75 psf @
Evaluation Reports j
12" o.c. fastener pattern. Install per manufacturer details. Not
FL11651 R3 AE FL11651 17 R3 26GuffPBR 15 -
for use in HVHZ32Plywood
NonHVHZ-signed.pdf
Created by Independent Third Party: Yes
11551.18 26 Ga. GuIfPBR
Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over
�-
15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 II FL11651 18 _R3 Metal Roof Panel Detail -
Approved for use outside HVHZ: Yes
signed.pdf
Impact Resistant: N/A
i Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-151.713SF
i Created by Independent Third Party: Yes p
Other: -100.5 psf @ 24" o.c. fastener spacing. -151.75 psf @
` Evaluation Reports
12" fastener spacing, Install per manufacturer's details. For use
FL11651 R3 AE FL11651 18 R3 26Gu1fPBR,.1x4 15 -
In HVHZ Zonesywo
HVHZ-signed _L
Created by Independent Third Party: Yes
11651.19 126 Ga. GulfPBR
Min 26 Ga. GuIfPBR over 15/32" Plywood i
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgSQFc5K%2frrZeCSHgw99RSwg4f9OEegvkzBZ4cWkSTfwnA%3d%3d 415
5/22/2020
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -60.5 psf @ 24" ox, fastener spacing. -154,75 psf @
12" o.c. fastener spacing. Install per manufacturer's details. For
use in HVHZ Zones.
11651.20 i 26 Ga. GUlfPBR
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -94.25 psf @ 24" o.c. fastener spacing. -151.75 psf @
12" fastener spacing. Install per manufacturer's details. Not for
use in HVHZ Zones
Go to Page 0
S
Installation instructions
FL11651 R3 tI FL11651 19, R3 Meta[ Roof Panel Detail-
gigngd.pdf
Verified By: Dan Kuhn, P.E. 7551g
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE Fl -ii -Q51_19 R3 26Gu1fPBR 15-
32Plywond HVHZ-signed.peif
Created by Independent Third Party: Yes
Min 26 Ga. GUIPPBR over 1x4 Wood Purlins over 15/32"
Plywood
Installation. Instructions
FL11651 R3 Ii FL11651 20 R,2 Metal Roof Panei_Detail--
signed.pdf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 2Q R3 26GulfPBR 1x4 15- i
3zRlywood NnnHVHZ-sianed.pdF
Created by Independent Third Party: Yes
ill 0 Pagel/20 0
Contact Us : ° 2601 Blatr Stone Road, TallahalEee FL 32359 Phone: 850-487-1824
The State of Florida is an AA/EEO emptoyer. Cup ight 2007-2013 State of Florida. ;: Pr'vagy 5tatemenZ :: Asces_sibility statement ::Rin -statement
Under Florida law, amain addresses are public records. If you do not want your e-mail address released in response to a pubic -retards request, do not send electronic
mai[ to this entity. Instead, contact the office by phone or by traditional mail. If you have anyquestions, please contact 850.487.1395. -Pursuant to Sect+on 455.275( t),
Florida statutes, effective Ottober 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 off,dal 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 .
laradutt Approval Accepts:
Credit Card
Safe
haps:llfloridabuilding.orglprfpr_app dtl.aspx?peram=wGEVXQwtDgsQFc51f%2frrZeCSHgwg9R5wgrfgOEegvkzBZ4cVWkSTfwnA%3d%3d 5/5
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. SV Crimp Rood` Pam! over 75132" Plywood
Florida Product Approval #11651.12 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20 -3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Dewberry, FL 32669
Engineer Evaluator:
Ilan Kuhn, P.E. #75519
Florida Evaluation ADE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 5
FL## 11651.12 R3 • OCTOBER 5, 2017
* ' No, 75519
-7:0 OFA+`
Compliance Statement:
The product as described in this report has demonstrated compliance with the
108.5 psf 156.5 psf
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
12" O.C, 6" 0.C.
roof panel with fasteners in the panel flat over minimum ,5/32„ plywood
decking. Mon Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimensions):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener:
#9-15x1.5" with seaiinq washing through panel rib.
114" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance wl Florida Building Code 2017.
Design uplift Pressures:
FL" 1 165/,12 R3 = GCTC)31ER s, 2017
Table "A"
Maximum Total Uplift Design Pressure:I
108.5 psf 156.5 psf
:Fastener Pattern
Panel Rib Panel Rib
Fastener Pattern Spacing
12" O.C, 6" 0.C.
Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117 -0065T -07A -C, Dated 01262007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/192004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4_ Certificate of Independence
8v Dan Kuhn, P.E. (FL## 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Fest Standard Equivalence: 1. The UL 550-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
3. ASTM G 155 is equivalent to ASTM G26
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
FL#k 11651.12 R3 • OCTOBER 5, 2x17
Minimum Slope lunge: Minimum Slope shall comply with Florida Building Code 2017, including
FL# 11651.12 R3 • OCTOBER S, 2017
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps_
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design_ The maximum fastener spacing listed herein shall
not be exceeded.
FL# 11651.12 R3 • OCTOBER S, 2017
ENGINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15132" Plywood
Buildings having not Mean Hefahc Roof.Sbpe: 2"/12"_- .- 1 %"/12" Gable or Flip Roof,_Wind Spe cs 12,01-
..
180rnph, Exposure C, Fk_k Category ii, Encfosed Building, based on Florida uuMing Coale 20 l7
WIIND FASTENER120 130 140 150 160 170 180
(MIN. 1/4" SUBSTRATE
SPEED Penetration) (MIN. 15132") 011E CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x1.5" Plywood 12" TYPE 1 12^ TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1
ZONE 2 #9-15]41.1" � Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12", TYPE 1 12" TYPE 7 12- TYPE 1 12" TYPE 1
ZONE 3 #9-15x1,5" 131 Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1
1.) PANEL DESCRIPTION: ION: 5V CRIfiA3 Mim 26 GA, GRADE Su, 24 "COVERAGE, �/;V T4\LL.
"G.) PANEL FASTENER: -#9- 1 SX1.5" HWH 41.1T H SEALING WASHER VV/ MIM 14.'' PENIE T RAI iOt1.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 108.5 PS'F@ 12" O.C. F.'`,STENE R SPACING T Y'P' 1 FASTENER PA!! ERN, 155.5
PSF a 6" O,C_ FASTENER SPACIING TYPE 2 i ASTENER BATT ERN BASE!-) ON TAS 125, UL 580/UL 1897 TL � I jNC.
�4.) PLYWOOD DECKING: MIN. 7=�z" THICK PILM1000 MUST BE DESIGNED 1114 PLCCORDANCE 4111TH ELC,'RIDA BUILDING CODE 2017
s.) ROOF SLOPE- ON ROOF SLOPES LESS THAN 3:12, LAP SEAL ANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KO = 0.85) MULTIPLIED BY 0.5 PER FLORIDA BUILDING
CODE 2017.
ZONE 2 HiP ROOT LUNE 3-
a Note_ Mmension (a) is defined as 10% of the minimum width of the building or
- - - - - --a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4%n of the minimum width of the building or 3 feet.
RIDGE
ZONE
—EAVE
ZONE 2 GABLE ROOF a;
i
r
—RIDGE
ZONE 1
-ZONE 3 --EAVE
FL4 11651.12 R3 + OCTOBER 5, 2017
a
a
a
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
—1211 1 211 -'----
At Pane! Lap
i
-1 x 4 Wood Purlins @ 1611 Q.C. attached to Plywood
w/(1) 8d x 2.5" Ring Shank Nails @ 4" Q.C.1211
► At Panel Lap -J
(1) #9-15 x 1-1/2H �—Min. 15/32" Plywood
12"-12" Fastener Pattern @ 15" Q.C.
`*5141111if11fl!
�tGENS�,
No, 755 i g
0= STATE OF
ys A •,, ��Js
°; QNAIL
FL# 11651.14 R3 • OCTOBER 5, 2617