HomeMy WebLinkAboutPRODUCT APPROVALI,
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USER: Nblit User
SCANNED -
BY : .
St. Lucie County rrc�
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Pradud Aonmval Mena > Pmgild m AUGirahoneearch > AOnllcaeon lht,> Application netall
FL 7C
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical, Representative
Addmw/,Phone/Emap
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FL9777-R11
Revision
2017
Approved
RECEIVED
OCT 0 g nglq
ST. Lucie County, Permitting
Owens Coming.
One OwensiCcming Parkway
Toledo, 6H 43659
(740)404-7829
greg.keeler@owenscomingicorn
Greg,Keeler
greg.keeler@owenscuming.com
REVIEWED
CODE COMPLIP
STa LUCIEC/�°aOUt% _
Roofing BO //++V V
Undeiloyments
Compliance Method
Evaluation.Report from a Florida Registered Architect or a Ucensed. Florida
Professional Engineer
":'! Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who
developed, the: Zachary R. Priest
11C. tl.ijjl,'
Evaluation Report
;E
Florida License
PE-74021 y
Quality Assurance Entity
'UL LLC
Quality Assurance Contract Expiration Date 12/3112020.
Validated By Locke Bowden
+6 ValldallonChecklist— Hardcopy Received
CertificateofIndependence
F1,9777 R11 COI 'OCR1400218a 2017 FBCFvaluation Renort W atherlock
Non-HVHZ.odf - -
Referenced Standard and Year(of Standard) Standard V
SM
ASTM D 1970 2015
A,STM O 226 2009
ASTM G ISS 2005
TAS, 103. 1995
UL 1897 2012
Equivalence of Product Standards
Certined By
Sections from the Code'
.e
Product Approval Method Method 1 Option D
Date Submitted 10/11/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
.FIL
Model, Number or Name_
Description
9777.1
WeatheriockG _
Weatherproofing Underlayment
-
Limits. of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL9777 1111 II OCR140028a 2017 FBC Evaluation R oort
Weatheriack Non-HVH7.ndf
:Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluatioa.report for limits of use.
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
F! 9777 1111 AE OCR14002,8a 2017 FBQ Evaluation Report
Weatherlock
Non-HVH7 odf
Created by Independent Third Party: Yes
9777.2
Weatherlock G (High Tear)
Weatherproofing Undedayment
Limits of Use
Approved for use In.HVHZ: No
Installation Instructions
FL9777 R41 II OCR14007 8a 2217 FBC Evaluation Report
Approved for use outside HVHZ: Yes
WeatM1edock Non-HVH .adf
Impact Resistant: N/A
Design Pressure: N/A
Othe%See. evaluation report for limits of use,
Verified By: Zachary R. Priest PE-74021
Created by independent Third Party: Yes
Evaluation Reports
FL9777 RII AE OCRI4002
8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.odf
Created by Independent Third Party: Yes
9777.3
Weatherlock 57
'Waterproofing Undedayment
Limits of UseInstallation
Appmved-for use In HVHZ: Yes
Instructions-
FL9777 1111 11 OCR74UO2 Bb 2017 FB val at'on Report
Approved for use outside HVHZ. No
Weatherlock HVH7.,dr
Impact Resistant- N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
Verified By: Zachary R. Priest74021.
Created by Independent Third Party: Yes
Evaluation Reports
FL9777' R11 AE OCR14002 8b 2017 FBC Evaluation Repo
Weatherlock HVH7.od
Created by Independent Third Party: yes
9777.4
Weatherlock MAT
Waterproofing Underayment
Limits of Use
Approved for use in HVHZ: No
Approved for use .outside HVHZ: Yes
Installation Instructions
FL9777 RSI ii OCR14002 Ba 2017 FBC val ,anon Revert
Weatherlock Non-HVH7.odf
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.,
Verified Bpi Zachary R. Priest.74021
,Created by Independent Third Party: Yes
Evaluation Reports
F1 9277 R71 AE OCR14002 ea 2917 F5C Evaluation Report
Weatherlock-Non-HVH .odf
Created by Independent Third Party: Yes
9777.5
Weatherlock Metal
Weatherproofing Undedayment
Limits of Use
Approved for use In HVHZ: No
Installation Instructions
Ia 9777 R11 II OCR140078- 2017'FBC Evaluation Report
Approved for use outside HVHZ: Yes
Weath rio k Non-HVH7.nrlf
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
Verified By: Zachary R: Priest PE-74021
Created by Independent Third Parry: Yes
Evaluation Reports
FL9777 RI AE OCR14002 8a 2017 FBC Evaluation Report
Weatherlock Nan-HVHZ odf
Created by Independent Third Party: Yes
9777.6
Weatherl-ock'Metal
Weatherproofing Undedayment
Limits of Use
Approved for use In HVHZ: Yes
Installation Instructions
FL9777 RI 'TI OCR14002 8b 701 7 EDC Evaluation Ra=
Approved for use outside HVHZ: No
Weatherlock HVHZ.adf
Impact Resistant; N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A Created by Independent Third Party: Yes
.Other. See evaluation report for limits of use. Evaluation Reports
�. Created by [ndependentThird Party: Yes
9777.7 I WeatherLock.Specialty Tile & Metal I Weatherproofing undedayment
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +0/-142.5
.Other. Seerevaluation report for limits of use.
Verified By: Zachary R. Priest 74021
Created by Independent Third'..Party: Yes
:valuation Reports
Falk aekt
Party: Yes
canted: Us:: 2E01 Blair Stone goad,Tall,navme g 32399 phone; 850-487-1824
The State of Florida IS enA VEEO employer, rwoovnpht 2007.2013 State of Ronda :: R Scv Slaement :: Acreasiblltly Statement :: Refund Statement
Under Florida lam, email addresses are public records. if you do not want your e-mall address released to response ro a public-movds request, do at sent electronic
Me m tNs endty. Instead, con; the once by phone or by traditional ma 1. If you have any questbns,please contact 850.487.1395. -pursuant toSection
455.275(1), Florida sondes, effecWe October 1, 2012, Ilcerh a licensed under chapter 455,-FS. must provide the Department wdh an email address It they Have
one. The Maps provided my be used for olficlal commudoUon Martha licensee. 1(owever email addresses am. public record. If you do not wish to supply a personal
address, please provide the Department With an email address which ran be made available ro lire public To determine If you are a kcensee under chapter 455, F.S.,
please dick here .
product Appmual Accepts:
®®®®
Safe
C Certificate of Authorization bur 29824
17520 Edinburgh Drive
-- Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017)
Manufacturer:
OWENS CORNING ROOFING AND ASPHALT LLC
1.Owens Coming Parkway
Toledo, OH 43657
(800)438-7465
www.owenswrnina.com
Manufacturing Location:
Brentwood, NH
Houston, TX
Quality Assurance.
UL LLC (QUA9625)
SCOPE
Category:
Roofing
Subcategory:
Undedayments
Code Sections:
1504.3.1, 1507.1.1
Properties:
Physical properties
REFERENCES
Issued October 11, 2017
Enti
Report No.
Standard
Year
PRI Construction
Materials Technologies (TST5878)
NEI.039-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
NEI.042-02-01REV2
ASTM D 1970
2015
PRI Corrbuctlon
Materials Technologies (TST6878)
NEI-045.02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
NEI-045-02-01
.ASTM G 155
2005a
PRI Construction
Materials Technologies (TST5878)
NEI-053-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST6878)
NEI-053-02-01
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST5878)
NEI-093-02-02
ASTM D-1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-213-02-01
ASTM.D 1623
2009
PRI Construction
Materials Technologies (TST5878)
OCF-237-02.01
UL 1897
2012
PRI Construction
Materials Technologies (TST5878)
OCF-252-02A1
ASTM D 4788
2001
PRI Construction
Materials Technologies (TST5878)
OCF-252-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-253-02-02
ASTM D.1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-272-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
OCF-296-02-02
ICC-ES AC 188'
2012
[CC -ES AC 48
2012
PRI Construction
Materials Technologies (TST5878)
OCF-297-02-01.1
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-318-02-01
-ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF320-02-01
TAS 103
1995
PRI Construction
Materials Technologies (rST5878)
OCF-320-02-01
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST5878)
OCF-321-02-01
ASTM D 1623
2009
PRI Construction
Materials Technologies (TST5878)
CCF-322-02-01
UL 4897
2012
PRIConstruction
Materials Technologies (TST5878)
OCF-355-02-01
UL 1897
2012-
'Determined to be equivalent to ASTM D 226-09, Type I
and II
OCR14002.8a FL9777-R11 -. Pace 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes•or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not
specifically addressed herein.
Room
ASPHALT LLC
CREEK OWEN9l-ockO CORNINGROOFINGlANDee
WeatherLocic®SeN-Sealing lee 8 Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
Weatherl-ocki) G
WeatherLock& G is an ASTM D 1970 self-adhesive undedayment constructed from SBS
(Brentwood, NH)
modified asphah, a fiberglass mat reinforcement and surfaced with granules. The
product Is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
Weatherl-ockl9 G is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock® Mat
Weatherl ock® Mat is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH or
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, 7))
sq. rolls with nominal dimensions of 3-fit x 33:3-ft and 2 sq. rolls with nominal dimensions
of 3-ft x 66.7-ft.
WealherLockO Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shag be limited to a
maximum 30 days.
WeatherLock® Metal
WeatherLock® Metal is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH)
SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 66 7-ft.
Weatherl-ockO Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure onthe. roof deck shall be limited to a
maximum-90 days.
Weatherl-ock®
WeatherLock® Specialty Tile.& Metal is an ASTM D 1970 self-adhesive underlayment
Specialty Tile & Metal
constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric.
(Brentwood, NH or
The product Is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-fit.
Houston, 7X)
WeatherLockS Specialty Tile & Metal Is permitted to be used as prescribed in FBC
Section 1507.1.1. WeatherLockO Specialty Tile & Metal is permitted to be used with
adhered clay or concrete file, roofing using either ICP AdhesivesPolyset AH-160 (ICP
Adhesives and Sealants, Inc.) or TILE BONDn' Roof Tile Adhesive (The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with day or concrete file installations
without battens. Tile shall be.stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
Weatherl-ocM G (High
Weathercock® -.G (High Tear) is a.self-adhered, undedayment used as an alternative to
Tear)
ASTM D 226, Type I or Type ll roofing felt and ASTM D 1970 self -adhering polymer
(Houston, TX)
modified bitumen undedayment. The undedaymentis composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product Is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft -x 65-ft.
WeatherLodM' G (High Tear) is permitted to be used as prescribed In FBC Section
-
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
OCR14002.ea
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this re
This evaluationreport does not express nor imply warranty, Installation, recommended use, or other product attributes
specifically addressed herein.
2 of
Is valid.
are not
®CREEK
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice & Water Barriers
Min. Roof Slope: 2:12 in accordance vdththe FBC
Application: All undedayments shall be Installed in accordance with the FBC.
Deck substrates shall be clean, dry, and free from any irregularitles and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to undedayment
application. Prior to beginning Installation, the undedayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The undedayment shall be installed with the release backer removed and pressed finely
Into place to ensure complete contact with the deck. The undedayment shall be installed
with the roll length parallel to the eave, stating at the eave, and with minimum 3" side
laps and minimum.6" end laps staggered min. 6-ft.from preceding course. Additionally, if
applying WeatherLock®Specialty Tile $ Metal, end laps shall be primed with ASTM D
41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width
of the lap.
It is permissible to back nail the undedayment 12-inches on -center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
undedayment). Additionally, WeatherLock® Specialty Tile & Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min. Application 40'F Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 21 margin of safety per FBC Section 1504.9
Undedavment System No.1 — Weatherl-ock Specialty Tile & Metal Onlv
Roof Deck: Min.15/32-inch COX plywood attached to wood supports spaced a maximum 24' o.c.
Undedayment: Weatherl-ock® Specialty Tile & Metal shall be applied in accordance with
manufacturers installation Instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-lWinch galvanized ring shank roofing nails through
optionally primed„ 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied
undedayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
wrt igvuz.oa, Y1-97i7-K11 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any productchanges or qualhy assurance changes throughout the duration for vMlch this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herelm
CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice 13 Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published
application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be property ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The undedayment maybe used as. described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others In accordance with FBC requirements to resist the design wind
load pressures for components anddadding.
10);Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be.manufactured under a quality assurance program in compliance with
--Rule 61 G20-3.
COMPLIANCE
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code a Edition (2017) as evidenced in the referenceddocumentssubmitted by the named manufacturer.
#fP',','i
�FSi
No 7d'021
.90; STATE OF
�iS111111111000 '�,,,
2017.10.1
_ 09:06:29
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE.
CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlledby any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
END OF REPORT
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not
specificalty.addressed herein.
iI AFLO�aQAyCWARFN6fIff'C�.°° dM1 ° 4i'eT r °�° low
Busiaes5 &Prafessonal` Regulation
ii:^. _._�. _ � _ R baPe AbDVt-CL¢tF ,D91'P e7$AAfDNH CbflT�'eevft
••e a USER: Public User
FL #
FL1654-R24
_
Application Type
Revision
Code Version
'2017
-
Application Status
Approved
SCANNED .
Comments
Archived
Sf° Lucie
Cpunfy
Product Manufacturer
POLYGLASS USA
Address/Phone/Email -
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
'
(954) 233-1330 Ext 242
malpert@polygiass.com
Authorized Signature
Maury Alpert
-
malpert@polyglass.com
Technical Representative Maury Alpert "lpCC`� ``A'E
Address/Phone/Email Sill W. Newport Center }DA�B Y 11=Ytl E® ���
( 12 429-8610 Deerfield Beach, FL3` ODE COMPLIANCE
MAlpert@pelyglass.terr�T. LUCIE��++G��++OUNTY
Quality Assurance Representative BOCC
Address/Phone/Email
Category Roofing File COPY
Subcategory - Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Eli 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
09/13/2021
Validated By
John W. Knezevich, PE
0 Validation Checklist- Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL1654 R24 COI 2019 01 COI NIEMINEN.pdf
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
FM 4470
2012
FM 4474
2011
UL 1897
2012 .
Equivalence of Product Standards
Certifled By
Sections from the Code
Product Approval Method _ Method 1 Option D
Date
Submitted
04/12/2019
Date
Validated
04/14/2019
Date
Pending FBC Approval
04/19/2019
Date
Approved
06/18/2019
Date
Revised
08/12/2019
Summary of Products
r- I
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
FL16S4 R24 ii 2019 04 FINAL Al ER POLYGLASS MODBIT FL3654-
R24.12df -
Approved for use outside HVHZ: Yes
Impaet 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 deck.
FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MODSIT 9L1654-
R24.odf
Refer to the ER Appendix forother systems and deck
types. 2.) Refer to ER, Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
contact, Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Flodda is an AA/EE0 employer. copyright 2007-2013 State of Flodda.:: Pdvacv Statement :: Aocessibilitv Statement :: gefund statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-remrds request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.482.1395.-Punwant to section 455.275(1),
Flodda stables, effective October 1; 2012, [i. licensed under Chapter 455, F.S. must provide the Depadment with an email address if they have one: The malls
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 pubic. To determine It you are a licensee under chapter 455, F.S., please clldc eIe.
securitvmE-rmcs
ONEMOjetc.
APPENDIX 1:
TABLE
ATTACHMENT REQUIREMENTS FOR WIND
DECK
UPLIFT RESISTANCE
APPLICATION
TYPE
DESCRIPTION
PAGE
3A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
30-11
SD
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-18
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-22
1H
I Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
23-28
11
Wood
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
29
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
30-32
213
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Banded Roof Cover
33-37
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-1
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
38-39
2D
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D-2
Insulated, Mech. Attached Velociflex, Bonded Roof Cover
40-41
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
42-50
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
50
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
51-53
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
54
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
55-58
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
59
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
60
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
61
50
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
61
5E
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
61
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
62-64
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
64
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
64
6D
Existing gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
64
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
65-69
7B
I Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
69
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 Authority Having Jurisdiction.
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:
D Wood: Minimum 0.75-inch penetration.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
D Structural concrete: Minimum 1-Inch embedmentinto pilot hole In accordance with fastener manufacturer's published Installation Instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-R24
Certificate of Authorization 032455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Meminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 69
ONEMOletc.
3. Unless otherwise noted, Ins ulation maybe anyone layer or combination of polylsoryanurate, polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the CIA 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.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet
fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
5. Preliminary Insulation attachment for System Type D: Unless otherwise noted, referto Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/heads shall expand as noted in the manufacturer's published Instructions
➢ Hot asphalt (HA):
Full coverage at 25-30lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA):
Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c.
➢Millennium PG-1 Pump Grade Adhesive(M-PG3):
Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (OB500):
Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic):
Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants Polyset CR-20:
Continuous 2.5-3:5-inch wide ribbons,12-inch o.c.
➢Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, board(oints shall be staggered.
➢ Note: The maximum edge distance from the adhesive
ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all Insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsoryanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed fona particular system in the tables, then the
thinner board listed below maybe used as a drop -in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PG3): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-Inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OB500): MOP -187.5 psf (Min. 05-Inch thick ISO 95+GQ
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II)
➢ICP Adhesives& Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
B. Bonded polylsoryanurate insulation boards shall be maximum 4x 4ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN51/SPRI WDS, FM Loss Prevention
Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk• carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data
Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates Ina bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-R24
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 69
ONEMOjetc.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat
thickness is 2-inches. For LWC over structural concrete, reference Is made to FBC Seaton 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast
using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted,
use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
PoI ROOF COVERS
REFERENCE
LAYER
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20-40
(Base and Ply sheets,
Ply
One or more piles Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Ibs/square
Asphalt -Applied)
Note:
Asphalt -applied sheets or Insulation shall not be applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP, Elastoshield HT
PG350 at 1.5-2.0
SBS-CA1
Cap Ply
ElastoflexV G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS G, Elastoshield TS
gal/square
G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP
Polyplus 35 at1.5-2.0
SBS-CA2
Cap Ply
Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex S6 HP, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS
gal/square
G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
SAA
56 HP, Elastoshield HT
Hot Asphalt at 20.40
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex 56 G, Elastoflex 56 G FR, Elastoshield TS G,
Ibs/square
Elastoshield TS G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note:
Asphalt-appliedsheets orinsulation shallnotbe applied to poly -film surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 HP, Elastoshield HT
SBS-TA
Elastoflex V, Elastoflex V G, Elastoflex V G FR, Elastoflex S6, Elastoflex 56 HP, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G,
Torch -Applied
(SBS, Torch -Applied)
Cap Ply
Elastoshield TS G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflea
Self -Adhering
(SBS, Self -Adhering)
Nate:
Unless otherwise noted, permissible membranesubstratesfor585-SA are limited to the SBS-SA Base Ply options herein,
Elastobase (poly/sand) or Elastobase (Poly/poly).
APP-CAI
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass Base, Polyflex, Polybond
Torch
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G Fit, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
-Applied
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
PSA
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
(APP, Self -Adhering)
Elastobase (poly/sand) or Elastobase (poly/poly).
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL1654-R24
Certificate of Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 69
16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations.
applies:
ONEmojetc.
The lesser of the MOP listings below vs. those in Table 3A
OPTION
A
PRIMER
VAPOR BARRIER O. DECK;
VAPOR BARRIER.
INSULATION ADHESIVE
MOP(PSF)',
TYPE
ATTACH
VB-1.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch o.c.
-60.0
VB-2.
PG100
Polyglass Base
Torch -applied
Inta-Stik or CR-20, 12-inch D.C.
-75.0
VB-3.
PG100
Elastoflex SA P
Self -Adhering
Insta-Stik, 12-Inch D.C.
-75.0
VB-4.
PG100
Elastoflex SAP
Self -Adhering
Millennium One Step Foamable Adhesive,12-finch D.C.
-157.5
VB-5.
PG100
Elastoflex SA P
Self -Adhering
CR-20, 12-Inch D.C.
-270.0
VB-6.
PG100
Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V
Plus, Elastoflex SA V Plus FR
Self -Adhering
I
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
I Adhesive, OlyBond 500 or CR-20, 12-inch D.C.
-290.0
17. The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
SURFACING OPTIONS
Option #
Surfacing
Florida Product Approval
SURF-1.
PG300 Fibered Roof Coating
FL10291
SURF-2.
PG600 Non-Flbered Aluminum Roof Coating
FL10291
SURF-3.
PG650 Fibered Aluminum Roof Coating
FL10291
SURF-4.
PG700 High Quality Elastomeric Roof Coating
FL10291
SURF-S.
PG700Q5 (Quick Set) High Quality Elastomeric Roof Coating
FL10291
SURF-6.
PG800 Asphalt Emulsion Roof Coating
FL10291
SURF-7.
Polyplus 60 Premium Non-Fibered Aluminum Roof Coating
FL10291
SURF-B.
Polyplus 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
Polybrite 70 Premium Grade Elastomeric Roof Coating
FL10291
SURF-10.
Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating
FL10291
SURF-11.
Polybrite 71 HS
FL10291
SURF-12.
Polybrite 90 High Solids Silicone Roof Coating
FL10291
SURF-13,
Polybrite 95 Silicone Roof Coating
FL10291
SURF-14.
KM Acryl 15
FL27409
SURF-15.
KM Acryl 15 QS
FL27409
SURF-16.
KM Acryl 25
FL27409
SURF-17.
KM Acryl 25 CIS
FL27409
SURF-18.
KM Acryl 40 HS
FL27409
SURF-19.
KM Acryl 85
FL27409
SURF-20.
KM PS#250
FL27409
SURF-21.
KM PS#220
FL27409
18. "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.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-11124
Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 4 of 69
ONEMOjetc.
TABLE IF: WOOD DECKS —NEW CONSTRUCTION, REROOF(TEAR-OFF)oR RECOVER
SYSTEM TYPED: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System - Insulation layers) Base Sheet Roof Cover (Note 15) MOP
fleck (Note l)
No. TYPe. Attach
Type Fasten Attach
:Base Ply - Cap Ply -
(Psf).
ASDNILT•APPLIFA Ofl TORCH'APDaEO BASE PLY: -
Elastobase,
Elastobase P,
Ones, more
Polyglass G2 Base,
OMG Flat Bottom Plates (square) with Roofgrip 014,
12-Inch stag at min. 4-Inch lap and
(Optional)BP-AA,
W-57
Min. 19/32-Inch
layer any
Prelim.
CertainTeed
Dekfast Hex (aka, Dekfast PLT-H-2-7/e)with Dekfast
12-inch o.c. at two (2), equally
SBS-AA, SSS-TA or
SBS-PA-
-sets
plywood
combination
Attached
Glasbase, Firestone
#14 or Trufast 3"Metal Insulation Plate with Trufast
spaced, staggered center rows
APP-TA
TA, APP TA
MB Base,1M Perms-
HD
Ply 28, Tamko Glass
Base or GAFGLAS #75
Min. 19/32-Inch
One or more
Prelim.
Elastobase or
12-inch o.c. at min. flinch lap and
(Optional) BP -AA,
SBS-AASBS-
W-58
plywood
layers, any
Attached
Elastobase P
OMG Flat Bottom Plates (square) with Roofgrip #12
12-inch stag at two cent equally
SBS-AA, SBS-TA or
,
TA, APP-TA
-60.0
combination
spaced, staggered center rows
APP-TA
APA rated, 19/32
Trufast Versa Fasteners (min. Y.." penetration) &
SBS-SA, APP-
CAT, 0.578 in.,
One or more
Elastobase,
Plates; 2 screws per plate installed 180"Into the
12-Inch stag at min. 4-Inch lap and
BP -AA, SBS-AA,
SA, SBS-AA,
Exposure 1 OSB or
layers, any
Loose -laid
Elastobase P
holes of the plate, parallel to the width-direQlon
12-inch stag at two cent equally
SBS-TA, APP-TA
SBS-TA, APP-
-67.5
W"59
min. 19/32" APA
combination
spaced, staggered center rows
TA
rated plywood
of the sheet-
Nate:
*For re-roofor recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 1991bf. Additional Versa -Fast Fasteners within each Versa -Fast Plate may be utilized
to produce minimum withdrawal resistance
APA rated, 19/32
Trufast Versa Fasteners (min. Y.." penetration) &
CAT, 0.578 in.,
One or more
12-Inch o.c. at min. 4-Inch lap and
Exposure 1 OSB or
layersany
Loose -laid
Polyglass Base
holes of the plate, parallel to the width-direction-directionNote:
12-inch stag at two cent equally
APP-TA
APP-TA
-67.5
W-60
AP
min. APA
combination
spaced, staggered center rows
rated plywood
plywood
of the sheet•
"For re-roofor recover construction, field withdrawal resistance testing (Note 11) shall yield minimum 199 ibf. Additional Versa -Fast Fasteners within each Versa -Fast Plate maybe utilized
to produce minimum withdrawal resistance
Ones, more
Polyglass G2 Base,
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast
30-inch o.c. at min. 4-inch lap and
(Optional) BP -AA,
W-61
in. 35/32-inch
layers, any
Prelim.
Elastobase,
#14, OMG 3" Round Metal Plate with OMG HD,
10-inch stag at three
A, SBS-TA or
SBS-AA, SBS-
-75.0
plywood
combination
Attached
Elas[obaseP
OMG Flat Bottom Plate (Accutrac) with Roofgrip #14
center
spaced, staggered center rows
APP-SBS-
APP-TA
TA APP TA
or Trufast 3" Metal Insulation Plate with Trufast HD.
One or more
Dekfast Hex (aka, Dekfast PL7-H-2-7/8) with Dekfast
30-inch o.c. at min. lap and
W-62
Min. 15/32-Inch
layers, any
Prelim.
Polyglass Base
#14, OMG 3" Round Metal Plate with OMG HD,
30-Inch stag at three (3), equally
(3), a
(Optional) APP-TA
APP-TA
-75.0
plywood
combination
Attached
OMG Flat Bottom Plate (Accutrac) with 1p #14
spaced, staggered center rows
Trufast
or Trufast 3"Metal Insulation Plate with Trufast HD.
NEMO ETC, LLC Evaluation Report P9290.02.08-R22 for FL3654-R24
Certificate of Authorization #32455 hie EDITION (2017) FBC NON-HVHZ EVALUATION Revision 22: 04/11/2019
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233.1330 Appendix 1, Page 15 of 69