HomeMy WebLinkAboutNOA; Titanium Roof UnderlaymentsRECEIVED
JUN 18 2021 NEMO I etc.
Ot Lucia Cownty Certificate of Authorization #32455
ftololng 353 Christian Street, Unit #13
Oxford, CT 06478
0 (203) 262-9245
ENGINEER EVALUATE TEST CONSULT
Owens Corning Roofing and Asphalt, LLC
One Owens Corning Parkway
Toledo, OH 43659
(740) 321-6345
Evaluation Report 111980.11.08-1112
FL11602-RII
Date of Issuance: 11/03/2008
Revision 12: 12/16/2020
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. The products described herein have been evaluated for
compliance with the 7" Edition (2020) Florida Building Code sections noted herein.
ts
qRpTipN1:,.JltainiUrnT"1 Roof Underlay'rhe'rij
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein and FBC 1S07.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIC) ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements witheach Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEIVICI I etc. 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 8.
Prepared by: .... .....
Robert JIM. Nierninen, P.E.
The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 12/16/2020. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEIVIO ETC, LLC 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 NEMO ETC, LLC 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.
@2018 NEIVIO ETC, LLC
ROOFING COMPONENT EVALUATION:
1504.3.1
1507.1.1, 1507.2.4, 1507.2.9.2 / R905. 1. 1,
R905.2.8.2
1507.1.1.1(2&3, Exception), 1507.1.1.1(5) /
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(2&3, Exception), 1507.1.1.1(5) /
R905.1.1.1(2&3, Exception), R905.1.1.1(5)
1507.1.1.1(5) / R905.1.1.1(5)
1507.3.3 R905.3.3
TAS 110
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ITS(TST1509)
ITS(TST1509)
Owens Corning
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TSTS878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
PRI (TST5878)
ITS (QUA1673)
ITS (QUA1673)
4.1 1 Titanium- PSU-30
NEIVIO ETC, LLC
Certificate afAuthorization #32455
ONEMO I etc.
Oioii6rtv'� S ia'nda'rd'� "Yii
Wind resistance UL 1897 2015
Material standard ASTM D1970 2015
Tear strength ASTM D4533 2015
Tensile strength ASTM D5035 2011
Liquid water transmission ASTM D4869 2016
Material standard FRSA/TRI, Sixth Edition 2018
Accelerated Weathering ASTM D4798 2011
Various, system tests
Wind Uplift
FRSA/TRI, tile slippage
FRSA/TRI, partial
ASTM D4869, LWT
Product equivalency
ASTM D1970
FRSA/TRI, partial
ASTM D4798, D1970
TAS 117(B); Pull -through
FRSA/TRI, partial
UL1897
ASTM D1623, TAS 103
UL1897
ASTM D4533,D4798,D5035
ASTM D4533,D4798,D5035
ASTM D4533,D4798,D5035
Quality Control
Quality Control
135520.06.11
iiS-520.08.11-1
4j-OC-19-SSUDL-01.A
3126617COQ-005
101823107COQ-007A
Declaration
OCF-341-02-01
OCF-343-02-01
OCP-341-02-01
OCF-422-02-02
OCF-425-02-01
1378TO02
OCF-507-02-01
1378TO117
1378TO110
1378TOIll
1378TO112
Service Confirmation
Flo:ida BCIS
06/15/2011
08/12/2011
06/14/2019
10/31/2007
12/09/2014
06/18/2018
09/20/2017
11/09/2017
11/27/2017
04/03/2018
08/13/2018
07/10/2019
08/13/2019
10/20/2020
10/15/2020
10/15/2020
10/15/2020
12/09/2020
Current
ASTM D1970 and Dubai, UAE unreinforced polymer modified bitumen material
FRSA/TRI 09-18 Brentwood,, NH adhered to the underside of a polymer -coated,
synthetic woven sheet. The underside is backed
with a release film. Unit weight 24 lbs/square
Evaluation Report 111980.11.08-RI2
7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-RII
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 2 of 8
4.2
4.3
4.4
ONEMO I etc.
0
..r - uct.
... ................ ... .
""Material Stan ardt
ant s
C_ Descr p ion
Titanium" UDL-25
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5)
a woven core coated on one side with a polymer
R905.1.1.1(2&3,
coating. Unit weight 2.5lbs./square
Exception), R905.1.1.1(5)
Titanium'" UDL-30
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5)
a woven core coated on both sides with a
R905.1.1.1(2&3,
polymer coating. Unit weight 4.0 lbs./square
Exception), R905.1.1.1(5)
Titanium'" UDL-50
1507.1.1.1(2&3,
Qingdao, China
synthetic sheet -type underlayment comprised of
Exception), 1507.1.1.1(5)
a woven core coated on both sides with a
R905.1.1.1(2&3,
polymer coating. Unit weight 4.7 lbs./square
Exception), R905.1.1.1(5)
5.1 This is a building code evaluation. Neither NEIVICI ETC, LLC 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 FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -
Dade Counties).
5.3 This Evaluation Report 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.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 TltaniUMW 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.
5.6 Allowable Roof Covers:
N11 JA ROOF COVER, IJT�T!CINS
FB C Section:
:�go.2
150X� isdis?
1507.7
1507.9& ISOZ9':�'
�'Clay and Concrete Till
',,-Wood'Slhln�1641nd`�-
.-Onderl ayment
Asphalt.
�'Sla'te,orS'iate-'
M icaV,
ha' rd
Ad ive-,
he�s
Shinglei:,.,,��
Ty ip�Slhingi�s�,
Shakei�
.,Attac,
Yes
Yes
Titanium PSU-30
Yes
Yes
Yes
Yes
Uoint strips, IS07.1.1.3
(See 5.6.1)
R905.1.1.3)
Titanium UDL-25
Yes
No
No
Yes
Yes
No
Yes
Yes
Titanium UDL-30
Yes
(Base Sheet in
(Base sheet in
Yes
Yes
No
2-ply system)
2-ply system)
Titanium UDL-50
Yes
No
N o
Yes
Yes
No
NEIVIO ETC, LLC Evaluation Report 111980.11.08-1112
Certificate ofAuthorizotion #32455 PH EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-RII
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 3 of 8
ONEMOletc.
5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations.
W '111�
k ABL
T TILE V�, 61E k iim' e
M
undpria t
ymen
:�"':Adhe ive
Florida Product�Appro al
v
Titanium PSU-30
Dupont "Tile Bond- Roof Tile Adhesive"
FL22525
ICP Adhesives and Sealants "Polyset" AH-160"
FL6332
ICP Adhesives and Sealants "PolysetO RTA-1"
FL6276
5.7 Allowable Substrates:
0
_.�ubstrates
(designed to meet wind,lloids for pr6jpc'
Underlayment App cation
F rimer'.
_�Y1� :. I ) , ..
pe Material s
Deck sheathing (Optional) ASTIVI D41 Plywood
Titanium PSU-30 self -adhering None ASTIVI D226, Type 11 felt
Base sheet ASTIV D41 Titanium UDL-30
I None Titanium UDL-30 (inverted)
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with
the manufacturer's installation instructions, but — for mechanically attached underlayments or base sheets - not
less than FBC 1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation
instructions, but not less than Section 5.8.3 herein.
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure
is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41
Underlayment: One or two plies Titanium PSU-30, self -adhered and back -nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance
with Owens Corning Roofing and Asphalt, LLC published installation requirements.
'Referto Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance.
NEIVIO ETC, LLC Evaluation Report I11980.11.08-R12
Certificate of Authorization #32455 7 THEDITION (7020) FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 4 of 8
#2 Maximum Design Pressure = -142.5 ps
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: None
Underlayment: One ply Titanium PSU-30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
5.8.3.2 MechanicalIV-Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Cloy Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
shall employ an attachment density designed by a qualified design professional to resist the elevated pressure
criteria. Commonly used methods are ANSI/SPRI WD1, 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 (February 2020) for
enhancements.
#3 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annulaIr ring shank nails having not less than 20 rings per inch, heads not less than 3/8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (�), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance
with Owens Corning Roofing and Asphalt, LLC published installation requirements.
#4 Maximum Design Pressure = -30 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga.
galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance
with Owens Corning Roofing and Asphalt, LLC published installation requirements.
NEW ETC, LLC Evaluation Report I11980.11.08-R12
Certificate ofAuthorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 5 of 8
5.9
ONEMO I etc.
#5 Maximum Design Pressure = -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (inverted)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
#6 Maximum Design Pressure= -45 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8
inch diameter and length sufficient to penetrate through the thickness of deck not less than
3/16-inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized
annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens
Corning Roofing and Asphalt, LLC published installation requirements.
Exposure Limitations:
JABLE 3: EXPOSURE:L'IMITATIONs
Underlayment
Prepared Roof Cover Installation Type
Maximum Exposiire,(days)
Titanium PSU-30
Mechanically attached
180
Adhesive -set tile
30
Titanium UDL-25, Titanium UDL-30,
Titanium UDL-50
Mechanically attached
180
.J_
NEMO ETC, LLC Evaluation Report 111980.11.08-RI2
Certificate ofAuthorization #32455 7" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-RII
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 6 of 8
ON EMO I etc.
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile assemblies, the
maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during
loading of the roof tiles.
FOR IRECT�DE y 1 11'
T tl
_LIP?�PE LIMITATIO U NsTALLATIONIS,
M6x!mtj m S lope
Underla4ment. -Tile Profile'-.,: staging:Method,,,,
Flat Max. 10-tile stack 5:12
Flat Max 5-tile stack 6:12
Lugged Max. 10-tile stack 4:12
Lugged Max. 5-tile stack 5:12
Max. 10-tile stack (5 over 51
Titanium PSU-30 ir'4r"
Lugged 5:12
6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted
below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
Titia'i��'lu' ' 6 ` li
6.3 b oi�` i
6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception),
1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception)
or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation
instructions. FBC requirements take precedence over the manufacturer's installation instructions.
6.3.2 Fasteners:
Minimum fasteners shall be corrosion resistant, ring -shank cap nails shall be as set forth in FBC 1507.1.1.1 or
1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3.
6.4
""S
6.4.1 Non -Tile Applications:
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in
FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering
to be installed, and the manufacturer's installation instructions.
When installed over a mechanically attached, FBC Approved ASTM D226 Type 11 felt, the felt shall be fastened in
accordance with FBC 1507.1.1 or R905.1.1.
NEMO ETC, ULC Evaluation Report 111980.11.08-1112
Certificate ofAuthorization #32455 7` EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-Rll
Titanium Roof Underlayments Revision 12: 12/16/2020
Page 7 of 8
6.4.2 Tile Applications:
Shall be installed in compliance with requirements for a Self -Adhered Membrane' in the FRSA/TRI Florida High
!I
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation
instructions.
Refer to Section 5.8.3 for attachment limitaXions.
Refer to Table 4 for tile staging limitations.
6.5
4_0
6.5.1 The Titanium 2-Ply System consists of a b "se layer of Titanium UDL-30 (top -surface primed or sheet inverted)
mechanically attached to the wood roof cle& followed by Titanium PSU-30, self -adhered.
6.5.2 Non -Tile Applications:
Install Titanium UDL-30 (top surface prim 1, ed or sheet inverted) in accordance with Section 6.3 followed by
Titanium PSU-30 in accordance with Sectiol 6.4.
6.5.3 Tile Applications:
Refer to Section 5.8.3 for attachment limitations.
Refer to Table 4 for tile staging limitations.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named CA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
Intertek Testing Services NA Inc. — QUA1673; (312) 906-7779; maura.norlanderl2intertek,com
NEW ETC, LLC
Certificate ofAuthorization #32455
- END OF EVALUATION REPORT -
7T" EDITION (2020) FBC NON-HVHZ EVALUATION
Titanlurn�'Roof Underlayments'
Evaluation Report 111980.11.08-11112
FL11602-Rll
Revision 12: 12/16/2020
Pagq 8 of 8
WOL,TERS ENGINEERING
ENGINEERING, DRAFTING, CONSULTING
15211 97t" Road N
West Palm Beach, FL 33412
Ph/Fx: (561) 225-1982
PRODUCT EVALUATION
(FOR HVHZ APPROVED PRODUCT)
PRODUCT: DM CLASS 500.032" ALUMINUM 5V CRIMP 24" WIDE
ROOF PANEL (FLPA## 27499.21)
MANUFACTURER: DYNAMIC METALS, LLC
3201 SE DOMINICA TERRACE
STUART, FL 34997
To all concerned,
The DM Class 500 Series .032" Aluminum 5V Crimp 24" Wide Roof Panel, manufactured by Dynamic
Metals LLC, is a non-structural Fluropon coated aluminum roof panel (25 ksi min) that meets the requirements of
Sections 1507.4 and 1518.9 of the 71n Edition (2020) Florida Building Code. The panel has been tested per TAS
100 and TAS 125 by Intertek with results shown in test reports G3443,39-450-44 and H2686.02-450-44, and per
TAS 110 by PRI Construction Materials Technologies, with results shown in test reports VLS-004-02-01 and VLS-
005-02-01.
Technical Documentation:
1. Drawing "5VAL-HZ" dated 8/15/19, signed and sealed by Scott Wolters, PE,
2, Test Reports listed above by Architectural Testing, Inc, signed and sealed by Vinu Abraham, PE,
3. Test Reports listed above by PRI Construction Materials Technologies, signed and sealed by Zachary
R Priest, PE.
4. Supplemental Calculations to support 5VAL-HZ, signed and sealed .by Scott Wolters, PE,
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61 G20-3,005
(4), Based on the limitations listed below and those provided in the documents, above, this product meets all the
requirements of the 7th Edition (2020) Florida Building Code generally, and chapter 15 specifically, including the
HVHZ provisions.
Limitations: This panel is approved for use inside and outside of the HVHZ.
Overall Limitations: Maximum Panel Width: 24" (nominal)
Fastener Spacing across panel: 1 "(at Overlaps & C.enter.Rib)
Min. Slope:: HVHZ: 2"/12"
Non-HVHZ: %'712" (with Lap Sealant)
3"/12" (no Lap Sealant)
5pr,CI&1Z1N161N fMFACf I:�5f5T;�1\lfCUi? �IN!'v:FV 1.5, 5r0upow5, & w1m2ovv5
Option #1
Installation
Option #2
Installation
Max. Design Pressure:
-116.25 psf
-183.5 psf
Fastener Spacing:
4" From Ends, 16" Max. O.C.
4" From Ends, 8" Max. O.C.
Min Panel Fasteners:
#10x1 '/2" HiLo HWH Screw
with Weather -seal Washer
#10x1 '/2' HiLo HWH Screw
with Weather -seal Washer
Fire Barrier: Where required by code, install an approved fire barrier. 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. (See note #2 below)
Note: Outside of the HVHZ, in areas with windspeeds < 170 mph, 1" round
plastic caps meeting the requirements of FBC Section 1507.1.1.1., may be
used to prevent galvanic reactions.
Underlavment: Minimum ASTM D 226 Type II, installed and anchored per FBC Section
1507.1.1.1 (min).
(or)
Any underlayment with a valid FLPA or Miami -Dade NOA
Note: Outside of the HVHZ, in areas with windspeeds < 170 mph, 1" round
plastic caps meeting the requirements of FBC Section 1507.1.1.1 may be
used to prevent galvanic reactions.
I
Minimum Substrate: '/s' (15/32" min) 4-ply CDX Plywood or 3/" solid wood planks (S.G. _ .42
min) nailed to 2x rafters spaced 24" max. on center with 8d ring -shank
nails spaced 6" on center.
i
Note: The %" wood planking must be installed as a solid deck and must be
nailed or fastened in a manner equal to the deck above, or as specified by
a Florida licensed Architect/Engineer
i
I
i
Other Limitations: 1. Roof slope must meet requirements of FBC Sections 1507.4.2 or
1515.2.
2. Fire classification is not a part of this evaluation. Refer to a current
Approved Roofing Materials Directory for fire ratings of this product.
SPECIALIZING IN IMPACT 1?F515TANf CWTAINWALLS. 5TOPFFP,ONf5, & WIN170W5
i
a
I
I
3. Design of substrate is by others and is not a part of this evaluation.
4. All panel system perimeters, penetrations, and transitions to be
flashed and sealed per the requirements of RAS 133.
5. Rational analysis, provided by a Florida licensed Architect/Engineer
per FAS 61 G20.3.005(e), may be used for project specific approval by
the local authorities having jurisdiction.
6. Where required by the Florida Building ,Code, panels shall be
permanently labeled with the manufacturer's name and/or logo, and the
following statement, "Dynamic Metals FL #27499.21,, DM Class 500".
Panel Forming: These panels may be jobsite roll formed with the following Dynamic Metals machines, per
approval of 3rd party QA provider, to the dimensions shown on Drawing 5VAL-HZ:
SSQ-6800617 SSQ-5150216 SSQ-6810617
SSQ-6690517 SSQ-4560615 SSQ2=2310920
5VC-0490718 5VC-0360516 SSQ2-2320920
Re -Roofing: The DM Class 500 Series .032" Aluminum 5V Crimp 24" Wide Roof Panel
may be installed over a single layer of existing asphalt shingles, provide the existing roof
meets the requirements of Section 1511 of the Florida Building Code.
If you have any questions or need more information concerning this approval, please contact me.
Thank you, `,
'hey n r� ' o ^ pi V,Y • "�� �4 �
NO 62354
Scott.
Wolters °-
FL PE# 62354 ' °
Ali ��Z _.� °` STAT` OF : � .
5KOALIZIN6 IN IMPACT :si ;f �"CLIP h!N�a ; .1..5, SiClp�rpON15, & WINPOV'V5
12"o-c 12" O,c,
Z Z
24" Maximuni t�et Covera-6e,
P6mil Pfdtki