HomeMy WebLinkAboutEVALUATION REPORTSCANNED NEMO I etc.
Certificate of Authorization #32455
BY 353 Christian Street, Unit#13
St. Lucie County Oxford, CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
Owens Coming Roofing and Asphalt, LLC Evaluation Report 111980.11.08-R8
One Owens Corning Parkway FL11602-R7
Toledo, OH 43659 Date of Issuance:11/03/2008
(740) 321-6345 Revision 8: 09/14/2018
SCOPE:
This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 611 Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: TltaniumTM Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPUANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreementto notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the wards "NEMO] 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.
INSPErnoN: 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 7.
Prepared by:
Robert J.M.Nleminen,P.E.
'�'�:•d4:T„%5f farsimlleseala
Florida fleglstradon No. 59166, FlortdD DC4ANE1983
The ead msauftrized Robert
°%midi>�E'' •- PP ^S W
Nleminen,P.Lcn0.9/WW1& Thlsdoesnotserveasan
elec nlce]t Cgneddowmew.
CEannCA11ON 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. NEW 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.
S. 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, Isfwas used for permitting or design guidance unless retained specifically
for that purpose.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanlumm Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC,
have demonstrated compliance with the Intent of the following sections of the Go' Edition (2017) Florida Building
Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the
Installation Requirements and Umitations / Conditions of Use set forth herein.
Section .•
TropeTroperty
Standard
year
1507.1.1, R905.1.1 Exception
Unrolling, Breaking Strength, Pliability
ASTM D226
2009
1507.1.1, R905.1.1 Exception
Tear Strength
ASTM D1970
2015
1507.1.1, T1507.1.1,1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04.12)
20U
TAS 110
Accelerated Weathering
ASTM D4798
2011
TAS110
Pull -through resistance
TA5117(8)
1995
Entity
,Examination . ..
"Reference'"-.. .
Date.,
ERD M6049)
Physical Properties
115010.04.09
04/29/2009
ERD M6049)
Physical Properties
115010.05.10
05/14/2010
ERD M6049)
Physical Properties
135520.06.11
06/15/2021
ERD (TST6049)
ASTM D226
138010.08.11
08/11/2013.
ERD (TST6049)
Wind Uplift
13552O.G8,11-1
08/12/2011
ITS (TEMS09)
ASTM D226
311801000Q-003
04/26/2007
rTS (TST1509)
ASTM D226
3130639COQ-002A
08/21/2007
ITS OMS09)
Physical Properties
3126617COQ.005
10/31/2007
ITS (TS71509)
ASTM D226
101823107COQ-011
01/23/2015
Owens Corning
Product equivalency
Declaration
06/18/2018
PRI OM878)
ASTM D1970 -
OCF-341-02-02
09/20/2017
PRI(TST5878)
ASTM D1970; Tear strength
OCF-331-02-02
10/03/2017
PRI (TST5878)
ASTM D1970; Tear strength
OCF-332-02-02
10/03/2017
PRI (TST5878)
ASI-M D1970; Tear strength
OCF-334-02-02
10/03/2017
PRI (TST5878)
FRSA/TRI April 2012 (04-12), partial
OCF343-02-01
11/09/2017
PRI (TST5878)
ASTM D4798
OCF-341-02-01
11/27/2017
PRI (TST5878)
TAS 117(8); Pull -through
OCF-422-02-02
04/03/2018
PRI (TSTS878)
FRSA/TRI Aprll 2012 (04-12), partial
OCF-425-02.01
08/13/2018
ITS (QUA1673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Service Confirmation
09/30/2017
4.1 Self -Adhering Underlavments:
4.2.1 Titanium^' PSU-301s an unreinforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside Is backed with a release film. Unit weight 24lbs/square. Meets ASTM
D1970 and FRSA/TRI April 2012.
NEMO ETC, LLC Evaluation Report 111980.11.08-RB
Cemjtmte ofAVIhorizatlon#32455 0 ED ITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underiayments Revision 8: 09/14/2018
Page 2 of 7
ONEW!OjetC.
4.2 Mechanically Fastened Undedayments•
4.2.1 TitanlumTM UDL-25Is a. synthetic sheet -type underayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs./square; meets FBC 1507.1.2 & R905,1.1(Exception).
4.2.2 Titanium'" UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.3 Tltonlumm UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7lbs./square; meets FBC 1507.1.1 & R905.1.1(Exception).
5.1 This Is a building code evaluation. Neither NEMO ETC, LLC nor Robert N(eminen, 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 HVHZ jurisdictions.
5.3 Fire Classification Is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 TltanlumTM Roof Underlaymelds 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:
r-4*1 y''t
. ,..k"•i��®.
Y4.,i TABLET
�.,®.n..<.
l $" 3^i'F f CSITI.
ROOF COVER OFTIONS
�*z:u.. Pr,
Y �f`T '+Y' �e
e!'' e.�
s. z�
Y4"i'."'IV,
-` j6N
�r. ,..tri��.-'N}.rk*K e�it�alMF,e
,71�T
5.5.1 "Foam -On Tlle" is limited to use of following Approved the adhesives / underlayment combinations.
it`-L f"v 'ki Y50. i 3.E Ri M`A s`S, Wsivwh r£ TR.tAxt A"`
}fTABLlAwALL�OWABTIL'E ADHESIVE/�UNDEgLACMErkT
.. .
M`"'R +t+ttvv z L, .yV -x +S fit".
COMBINASIDNS,,�''h�.,S,4xr
�.,
' Refer to 771e Manufacturer's orAdheslve Manufacturer's Florlda ProductApproval/or Overtuming Moment Resistance Performance.
NEW ETC, LLC Evaluation Report 111980.1L06-R8
Qn,WWteefAud4 GV=A.92455 6TM EDrrION(2017) FBC NON-HVH2 EVALUATION FL11602•117
TRanium Roof Underlaymelts Revision 8: 09/14/2018
Page 3 of 7
r
ONEmoletc.
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
D ASTM D226, Type 1 or II felt
D Titanium UDL-30 (primed with D41 primer) or UDL-30 (Inverted).
5.6.3 Wind Resistance for Underlayment Svstems In Foam -on Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. 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 2to 1 margin of safety per FBC 1504.9 has already been applied). Referto FRSA/TRI April
2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure =-45 osf;
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 (Dubai, UAE), self -adhered and back -nailed max. 12" o.c. in
accordance with Owens Coming Roofing and Asphalt, LLC published Installation requirements.
#2 Maximum Design Pressure =-30 osf•:
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 12-inch o.c. atthree (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: One or two piles, Titanium PSU 30 (Dubai, UAE), self -adhered and back -nailed max. 12" a.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published Installation requirements.
#3 Maximum Design Pressure=-30 osf*:
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 3/164nch
with min.32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c, at flinch 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 (Dubai, UAE), self -adhered and back -nailed max. 12".o.c. in
accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements.
NEMO ETC, LLC Evaluation Report 11198011.08-Re
Crro]8oteo/AUMarhatlon#32455 0EDITION (2017)FBC NON-HVHZ EVALUATION FL31602-R7
Titanium Roof Underlayments Revislon 8: 09/14/2018
Page 4 of 7
114 Maximum Design Pressure=-45 psf*:
Deck: Min. 15/32-Inch plywood to meet
Jurisdiction.
project requirements to satisfaction of Authority Having
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 44nch 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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Coming Roofing and Asphalt, LLC published installation requirements.
#5 Maximum Design Pressure=-45Psf•:
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 3/164nch
with min. 32 ga, 1-5/8" diameter tin caps.
Spacing: &Inch o.c. at 44nch wide side laps and S-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 (Dubai, UAE), self -adhered and back -nailed 12" o.c. in
accordance with Owens Coming Roofing and Asphalt, LLC published installatlon requirements.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 3A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined In accordance with FBC 1609, In this case, 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
ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. 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.
5.7 Exposure Limitations:
Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longerthan 180-days.
5.8 T le Slippage Limitations [per FRSA/TRI April 2012104-1211•
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.
TILE PROFILE I STAGING
Titanium PSU-30 (Dubai, UAE) Flat Max ID -tile stack 5:12
Lugged Max 10-tile stack 6:12
Titanium PSU-30 (Brentwood, NH) Tiles shall be loaded and staged atop battens, regardless of tile profile or
slope
NEMO ETC, LLC Evaluation Report 111980.11.08-RB
riRl$cOM vfAutha zllon 02055 e EDITION (2017) RIC NON-HVHZ EVALUATION r1.116DZ-R7
Titanium Roof Underiayments Revision 8: 09114/Z018
Page 5 of 7
6.1 Titanium Roof Underlayments shall be Installed in accordance with Owens Corning Roofing and Asphalt, LLC
published installation requirements subject to the Umitations 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).
6.3 Titanium"' UDL-25, Titanium UDL-30 crUantum UDL-50:
6.3.1 Shall be installed In compliance with the requirements for ASTM D226, Type I or II underlayment In FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be Installed, considering the wider sheet -width.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 Is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of Titanium UDL 50Is limited to ring shank roofing nails with minimum 3/8-Inch diameter
heads; ring shank roofing nails with minimum 1-Inch diameter plastic caps; screws and plates; or plastic cap staples.
6.3.2.1 Code Reference: The Exception statement in FBC 2507.1.1 and FBC R905.1.1 states: "...except metal cap nallssholl
be required where the ultimate design wind speed, V a& equals or exceeds 150 mph.'
Citroens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails
In lieu of metal cap nails for these applications, when the Titanium' UDL-25, Titanium UDL-30 or Titanium UDL-
50 underlayment Is Installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1
or R905.1.1.
6.3.3 Sees of 4:12 or greater
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to
be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of
the battens.
6.3A Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-Inch wide strip along the eaves. Place a full -width sheet over the
starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch
side (horizontal) laps, resulting in a double -layer application.
6.4 I Titanium- PSU-30:
6.4.1 Non -Tile Installations:
Shall be installed In compliance with the codified requirements for ASTM D1970 underayment in FBC Table
1SO7.1.1 foe the type of prepared roof covering to be installed, and Owens Coming published requirements.
Titanium'' PSU-30 shall be back -nailed max.12" o.c, in accordance with Owens Coming Roofing and Asphalt, LLC
published installation requirements.
6.4.2 Tile Applications:
Shall be installed in compliance with the requirements for Self -Adhered Membrane underlayment set forth In
FRSA/TRI April 2012 (04-12), and Owens Coming published requirements. Titanium- PSU-30 shall be back -nailed
max. 12' o.c. In accordance with Owens Corning Roofing and Asphalt, LLC published Installation requirements.
Tile shall be loaded and staged In a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Owens Coming Roofing and Asphalt, LLC published requirements for tile staging.
NEMO ETC, Ltc Evaluation Report 111980.3L08.R8
Certlfkate efAuthedlOgen P32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8: 09/14/2018
Page 6 of
ONEMOjetc.
6.5 Titanium 2-Ply System:
6.5.1 The Titanium 2-Ply System consists of base layer of Titanium UDL-30 (top -surface primed or sheet Inverted)
mechanically attached to the wood roof deck followed byTitanlum PSU-30, self -adhered.
6.5.2 Non -Tile Applications,
Install Titanium UDL-30 (top surface primed orsheet inverted) In accordance with Section 6.3 followed by Titanium
PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications,
For nail -on the installations, Install Titanium UDL-30 (top surface primed or sheet Inverted) in accordance with
FRSA/TRI April 2012 (04.12), using Section 6.3 as a guide, and consideringthe wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein, and Owens Coming Roofing and Asphalt, LLC published requirements for tile staging.
As required t
this product.
Having Jurisdiction In order to properly
Contact the noted QA agency for Information on product locations covered for FJLC. 61G20-3 QA requirements.
The following plants have qualified products under their respective Dhvsical orpnerties soedfiratlnas.
Plant
Set do
Produet s
Mission BC, Canada
FBC 1507.1.1 Exce Lion
Titanium UDL-30, Titanium UDL-50
OJn dao, China
FBC 1507.1.1(Exce Lion)
Titanium UDL-25; Titanium UDL-30; Titanium UDL-50
Dubal, UAE
FRSAjrMI 04-12 (2- ly systemL
I Titanium PSU-30 (Dubai, UAE
Brentwood, NH
ASFM E11970, FRSA/TRI 04.12
1 Titanium PSU-30 (Brentwood, NH)
NA Inc. — QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 11198 ALO"a
Cer*Wte OfAutholktlon g32455 6"EDITION (2017)FOC NON-HVH2 EVALUATION FL11602-R7
Titonlum Roof Underlayments Revision S. 09/14/2018
Page 7 of 7
5/13/2019 � _ Florida Building Code online _ _
RECEIVED
Approved for use outside H _ Yes Verified By: Scott W(� 62354 r
Impact Resistant: N/A Created by IndepenGa— Third Pa : Yes MAY 14 2p,g
Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use. FL27499 RO AE Dyn7 p Sff.'C1421P0V8i1T1iyr Paasnitt
Created by Independent Third Pa e
27499.8 Dynamic 1 3/4" Snaplock, .032" .032" aluminum roof panel, 18" wide, with 1 3/4" Snaplock
Alum seams.
Limits of Use Installation Instructions SCANNED
Approved for use in HVHZ: Yes FL27499 RO II 274998Dwg,pQ
Approved for use outside HVHZ: Yes Verified By: Scott Wolters 62354 BY
Impact Resistant: N/A Created by Independent Third Party: Yes St. Lucie Coun
-Design Pressure: N/A Evaluation Reports
Other: Please see Eval report for Limits of Use. FL27499 RO AE Dy _8 pdf
Created by Independent Third Party: Yes
27499.9 I Dynamic 1 3/4" Snaplock, 24 Ga.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eval report for Limits of Use.
27499.10 Dynamic 1" Nailstrip,'.032" Alum
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eva[ report for Limits of Use.
27499.11 Dynam 1" I it rip,
Limits of UseApproved for use In HVHZ- Yes
r
Approved for use outside HVHZ: YeREVIEWED
Impact Resistant: N/A CODE COMM
Design Pressure: N/A /+
Other: Please see Eval report for �T: f,�1sE., ^I E V C
27499.12 Dynamlc 2" Mech Sea
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eval report for Limits of Use.
27499.13 Dynamic 2" Mach Seam, 24 Ga.
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eval report for Limits of Use.
27499.14 Dynamic 5V Crimp, .032" Alum
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Please see Eval report for Limits of Use
2 499.15 =Dynalcp, 26 Ga.
Limits of Use
24 Ga. galvalume coated steel roof panel, 18" wide, with 1 3/4"',,
Snaplock seams.
Installation Instructions
FL27499 RO II 274999Dwg,pdf !,
Verified By: Scott Wolters 62354
Created by Independent Third Party; Yes
Evaluation Reports
FL27499 RO AE Dvr&pdf
Created by Independent Third Party: Yes !
.032" Aluminum roof panel, 16" wide, with 1" snap fit seams. !�
Installation Instructions
FL27499 RO II 2749910Dwg,Q2 !.
Verified By: Scott Wolters 62354
Created by Independent Third Party: Yes
Evaluation Reports
FL27499 RO AE Dynlil.odf !..
Created by Independent Third Party: Yes
2 aNiume coated steel roof panel, 16" wide, with 1"
a .fit seams. -
Installation Instructions
RO II 749 11Dw ,p_df
Zb e By: Scott Wolters 62354
r Cdegt�¢{i„independent Third Party: Yes
�6t� eports
,ice 0 AE DY�Si
r�P14 EV, Independent Third Party: Yes
f
.032 Aluminum roof panel, 18" wide, with 2" standing seams. !.
Installation Instructions
FL27499 RO II 27499121)wg,off
Verified By: Scott Wolters 62354
Created by Independent Third Party: Yes
Evaluation Reports j
FL27499 RO AE Dvnl2.odf
Created by Independent Third Party: Yes
24 Ga. galvalume coated steel roof panel, 18" wide, with 2" !,
standing seams.
Installation Instructions'!
FL27499 RO If 2749913Dwg,p2
Verified By: Scott Wolters 62354
Created by Independent Third Party: Yes
Evaluation Reports
FL27499 RO AE Dyn13pdf
Created by Independent Third Party: Yes
.032" Aluminum roof panel, 24" wide, with SV Crimp
Installation Instructions
FL27499 RO jI 2749914Dwg,pdj
Verified By: Scott Wolters 62354 !,
Created by Independent Third Party: Yes
Evaluation Reports
FL27499 RO AE Dynl4.odj !
Created by Independent Third Party: Yes
26 Ga. galvalume coated steel roof panel, 24" wide, with SV
crimp.
Installation Instructions
https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquHOE2Ywe°/a2bOsCepABg3%2bkM6wP2SOMfgVZFBBOds9FlMgw%3d%3d 3/4
5/13/2019 Florida Building Code Online
Approved for use In HVH2: FL27499 RO II 274, IMMM9
Approved for use outside HVXZ: Yes Verified By: Scott W. i-. 62354
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please see Eva[ report for Limits of Use. FL27499 RO AE Dyn15•pddf
Created by Independent Third Party: Yes
Back Neat
Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. rgpyI bt 2007-2013 State of Florida :: Pdvacv Statement :: ArcesslbIr 51atsa=:: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records 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 850.487.1395. -pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls
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 on be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please clip hem .
Product Approval Accepts:
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Credit Card
Safe
https://www.floddabuilding.org/pr/pr_app dfl.aspx?param=WGEVXQwtDquHOE2Ywe°/a2bOsCepABg3a/o2bkM6wP2SDMfgVZFBBOds9FlMgwa/pad%3d 414
WOLTERS ENG'L 4EERING
ENGINEERING, DRAFTING, CONSULTING
15211 97"h Road N
West Palm Beach, FL 33412
Ph/Fx: (561) 225-1982
PRODUCT EVALUATION
PRODUCT: DYNAMIC 5V CRIMP 26 GAUGE STEEL ROOF PANEL (FLPA# 27499.15)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD
WEST PALM BEACH, FL 33411
To all concerned,
The Dynamic 5v Crimp 26 Ga. Steel Roof Panel, manufactured by Dynamic Metals LLC, is a non-structural
galvalume coated steel roof panel (50 ksi min) that meets the requirements of Sections 1507.43 and 1518.9 of the
6t Edition (2017) Florida Building Code. The panel has been tested per TAS 100 and TAS125 by Intertek, with
results shown in test reports G3443.38450-44 and H2686.02-450-44,
Technical Documentation:
1. `Drawing "5VS-HZ" dated 6/18/18, signed and sealed by Scott Wolters, PE.
2. Test Reports listed above by Architectural Testing, Inc: signed and sealed by Vinu Abraham, PE.
3. Supplemental Calculations to support "5VS-HZ" drawing, signed and sealed by Scott Wolters, PE.
I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61G20-3.005
(4). Based on the limitations listed below and those provided in the documents above, this product meets all the
requirements of the 6th Edition (2017) 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"
Fastener spacing across panel: 12" O.C. (at overlaps & center rib)
Field Installation
Maximum Design Pressure: 117.75 psf.
Fastener Spacing: 2" from ends,16" max. O.C.
Min. Panel Fastener: #10x1 112" HiLo HWH screw
with weather -seal washer
51`1 I0&IZING IN IMPACT 01;515fANf CUI5,rAJNWXl.5, %01. I'VON6, a WINPOWS
Perimeter and Comer Installaifon
Maximum Design Pressure: 206 psf
Panel Clip Anchor Spacing: 2" from ends, 8" max. O.C.
Min. Panel Fastener: #10x1 1/2" HiLo HWH screw
with weather -seal washer
Underlavment: 1 layer of-30 lb. organic felt paper with 4" overlaps, anchored with
.120"x1'/4" galvanized roof nails with 32 Ga. Tin caps spaced 6" O.C. in
rows at the perimeter, at overlaps, and two intermediate rows per sheet.
(or)
Any underlayment with a valid FLPA or Miami -Dade NOA
Fire Barrier: 1 layer of VersaShield with 4" overlaps, anchored with .120"x1 ''/e"
galvanized roof nails with 32 Ga. Tin caps spaced 6" O,C. in rows at the
perimeter, at overlaps, and two intermediate rows per sheet.
(or)
Any fire barrier with a valid FLPA or Miami -Dade NOA
Minimum Substrate: % (15/32" min) 4-ply CDX Plywood, nailed to 2x rafters spaced 24" max.
O.C. with 8d ring -shank nails spaced 4" O.C.
Other Limitations: Roof slope must meet requirements of FBC Section 1507.4.2.
Fire classification is not a part of this evaluation.
Shear diaphragm values are not a part of this evaluation.
Design of substrate is by others and is not a part of this evaluation.
If you have any questions or need more information concerning this approval please contact me.
Thank you,
.•`� ° " �LTF9��,
ti !
hsa 62354
*coWo Of
FL PE# 62354
=� " STATE OF W
JUN29 2018
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DYNAMIC 5V CRIMP 26GA Ky
Nominal 12" o.c. Nominal 12" o.c. I II I J L~�. p^O1,
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Panel Overlap #10 Hex -Head Screws With e
Weather Seal Washer �
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5/13/2019
Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option Q
Date Submitted 08/16/2018
Date Validated 10/08/2018
Date Pending FBC Approval 08/23/2018
Date Approved 10/18/2018
Summary of Products
C�EC�1VI�l� -.I
MAY 14 919
ST. Lucie County, Permitting
FL At
Model, Number or Name
Description
11602.1
Titanium Roof Underlayments
Synthetic sheet -type roof underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11602 R7 tI 2018 09 FINAL2 ER OWENS
Approved for use outside HVHZ: Yes
CORNING FL11602-R7 pdf
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-45
Created by Independent Third Party: Yes
Other: 1.) The design pressure noted herein pertains to use of
Evaluation Reports
a specific underlayment system beneath foam -on tile sytsems.
FL11602 R7 AE 2018 09 FINAL2 ER OWENS
Refer to ER Section 5.6.3 for details. 2.) Refer to ER Sections 5
CORNING FL11602-R7.pdf
and 6 for other Limits of Use.
Created by Independent Third Party: Yes
each Nen
Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone, 850-487-1824
The State of Florida is an AA/EEO employer. Copytght 2007-2013 State of Florida :: Privaw Statement :: Aceessibllity Statement :: Re and Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -retards request, do not send electronic
mail to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ¢mails
provided may be used for official communication with the Ilcensee. However small addresses are public record. If you do not wish to supply a personal address, please
Provide Me Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here .
Product Approval Accepts:
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WILL
SeCH11tvh1L'Tip [03" 1
FILE COP,-
P65-0329
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC JW
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