HomeMy WebLinkAboutEVALUATION REPORTSCANNED
BY
St Lucia CountV
QOTRINITYIERD
EVALUATION REPORT
Boral Roofing
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
(602)269-2288
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization ##9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report
FL14317-R8
Date of Issuance:12/21/2010
Revision 9: 10/14/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and t I e 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 compljance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Boral Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until s� ch time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded bl the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Repot is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation
its distributors and shall be available for inspection -at the j
This Evaluation Report consists of pages 1 through 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or 1
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any compa
3. Robert Nieminen, P.E. does not have nor will acquire, a financi
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does, not have, nor will acquire, a financ
product.
5. This is a building code evaluation. Neither Trinity IERD nor RI
project on which this Evaluation Report, or previous versions t
specifically for that purpose.
CONCEALED FASTENERS OR Al
ARE THE RESPONSIBILITY
CONTRACTOR OR REO
FILE C
port shall be provided to the user by the manufacturer or
site at the request of the Building Official.
_-ST. LUCIE COUNTY BUILDING DIVISION
% REVIEWED FOR COMPLIANCF�
'': REVIEWED BY
S AND PERMIT MUST BE KEP ON JOB
OR NO INSPECTION(S) WILL BE MADE
ai •��.• The facsimile seal appearing was authorized by Robert
;woo Nleminen, P.E. on 10/14/2017, This does not serve as an
electronically signed document.
fill it acquire, a financial interest in any company manufacturing or
ly manufacturing or distributing products it evaluates.
l interest in any company manufacturing or distributing products for
al interest in any other entity involved in the approval process of the
bert Nieminen, P.E. are, in any way, the Designer of Record for any
lereof, is/was used for permitting or design guidance unless retained
THE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
py
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Boral Roof Undlerlayments, as
with the following sections of the 6th Edition (2017) FI
following Standards. Compliance is subject to the Instal
forth herein.
2. STANDARDS:
Section
1504.3.1
1507.1.1, T1507.1.1, 1507.2.9.2
1507.3.3
3. REFERENCES:
En_, tits
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
UL, LLC. (QUA 9625)
4. PRODUCT DESCRIPTION:
I
Property
Wind Uplift
Physical Properties
Physical Properties
I
i
Examination
Physical Properties
Physical Properties
Tensile Adhesion / LTA
Adhesion
Tensile Adhesion / LTA
Tensile; Adhesion / LTA
ASTM D1970
ASTM D1970
Tensile Adhesion / LTA
FRSA/TRI April 2012
ASTM D1970
Wind Uplift
Wind Uplift
Quality Assurance
I
4.1 Self -Adhering Underlayments':
4.1.1 Boral TileSeal® 50"T is a nominal 50-mil thi
„,I TRINITY I ERD
marketed by Boral Roofing, have demonstrated compliance
orida Building Code through testing in accordance with the
Ilation Requirements and Limitations / Conditions of Use set
Standard
UL 1897
ASTM D1970
FRSA/TRI April 2012 (04-12)
Reference
M36790.07.11
1340380.08.12
C41420.09.12-2
B41940.09.12
B47390.07.14-1
1347390.09.14
NEI-031-02-02:REV
NEI-029-02-01:REV
NEI-046-02-01REV
NEI-076-02-01
NEI-034-02-02
BORR-001-02-01
BORR-005-02-01
Service Confirmation
Year
2012
2015
2012
Date
09/30/2011
08/28/2012
09/11/2012
09/13/2012
07/31/2014
09/04/2014
10/27/2010
12/03/2010
12/17/2010
02/14/2011
01/29/2013
03/17/2015
06/24/2015
Exp.08/21/2020
polyester -surfaced, self -adhering SBS modified bitumen roof
underlayment; meets ASTM D1970.
4.1.2 Boral TileSeal® "T is a nominal 60-mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI 04-12.
4.1.3 GatorSeal® is a nominal 55-mil thick, granular -surfaced, fiberglass reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D11970.
4.1.4 Citadel® Plus is a nominal 48-mil thick, fabric -surfaced, fiberglass reinforced, self -adhering SBS modified
bitumen roofing underlayment for use as a base -layer in two-ply underlayment systems; meets ASTM
D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neith(
Designer of Record for any project on whi
used for permitting or design guidance unk
5.2 This Evaluation Report is not for use in FBC
Exterior Research and Design, LLC.
Certif sate ofAuthoriration #9503
TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
this Evaluation Report, or previous versions thereof, is/was
retained specifically for that purpose.
jurisdictions.
6T” EDITION (2017) FBC NON-HVHZ EVALUATION
Boral Roof Underlayments; (602) 269-2288
Evaluation Report M35710.12.10-R9
FL14317-R8
Revision 9: 10/14/2017
Page 2 of 7
5.3
5.4
5.5
5.5.1
5.6
PTRINITYIERD
Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Boral Roof Underlayments may be used wit 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.
Allowable Roof Covers: Table 1 pertains to Use of each listed underlayment by -itself beneath the stated
roof covers. Refer to the installation instructions and Table 2 for two-ply underlayment options.
1�
ROOF COVER;OPTION$
STABLE
.z 1,A�R d`3..2'.
Asphalt
Adhesive -set
Wood Shakes
Underlayment
Nail -On
Tile
Metal
Slate
Shingles
Tile
& Shingles
BoralTileSea150Yes
No
Yes
` Yes
Yes'
No ;�
km
Yes
Boral TileSeal"T
Yes
Yes
Yes
Yes
Yes
5
(See 5 1)
GatorSeal
"
,.
"Adhesive -set Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
TAgUTA ALLQWABLETILEI
DHESIV" e
.'TILIiNDERLAYMENT"COMBINATIUN51 s.
Adhesive I
Florida Product Approval
Underlayments
DAP Foam Touch'n Seal StormBond Roof Tile Adhesive
FL14506
Boral TileSeal"T
Dow TILE BOND'"' Roof Tile Adhesive
FL22525
Boral TileSeal"T
ICP Adhesives Polyset® AH-160 I
FL6332
Boral TileSeal"T
ICP Adhesives Polyset® RTA-1
FL6276
Boral TileSeal"T
Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Citadel Plus, Boral TileSeal 50"T, Boral TileSeal"T or GatorSeal:
➢ Plywood (unprimed or primed with ASTM D41 primer).
Boral TileSeaIHT:
➢ OSB primed with ASTM D41 primer.
Note: Refer to Section 5.6.4 for uplift limitations associated with direct -deck underlayment installations
where the overlying roof cover is adhesive -set #ile roofing
5.6.2 Bond to Base Laver Underlayment:
Citadel Plus, Boral TileSeal 50HT, Boral TileSe
➢ ASTM D226, Type II felt; Citadel Plus.
For installations under mechanically attache(
minimum codified requirements. For install
attached per minimum requirements of FRSA
Section 5.6.4 herein, or as tested in accordant
I"T or GatorSeal:
prepared roof coverings, base layer shall be attached per
:ions under adhesive -set tile systems, base layer shall be
rRl April 2012 (04-12), Appendix A, Table 1, or as listed in
with FBC 1504.3.1.
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Pi oduct Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report M35710.12.10-R9
Certificate of Authorization #9503 67" EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RB
Boral Roof Underlayments; (602) 269-2288 Revision 9:10/14/2017
Page 3 of 7
9TRINITYIERD
5.6.3 Bond to Other Substrate Types:
Citadel Plus, Boral TileSeal 50"T, Boral TileSeal"T or GatorSeal:
➢ ASTM D41 primed metal (e.g., flashing I etal, valley metal, etc).
Boral TileSealHT:
➢ Huber Zip Deck (unprimed or primed wi h ASTM D41 primer); Dens Deck Prime.
Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached
per minimum requirements of the prepared roof covering manufacturer's Product Approval.
5.6.4 Wind Resistance for Underla ment Systems in Adhesive -set Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of al underlayment systems beneath adhesive -set tile 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 adhesive -set
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 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind loads
#1 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32-inch plywood o meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Ply: (Optional) Citadel Plus, self -adhered
Underlayment: Boral TileSeal"T, self -adhered and back -nailed within the selvedge -edge side laps using
12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#2 Maximum Design Pressure = -120.0 psf:
Deck: Min. 15/32-inch plywood to
meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: ASTM D41 to the plywood deck
Base Ply: Citadel Plus, self -adhered
Cap Sheet: Boral TileSeaIHT, self -adhere
, and back -nailed within the selvedge -edge side laps using
12 ga. x 1%n ring shank nails
through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure = -202.5 psf:
Deck: Min. 15/32-inch plywood to
meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: ASTM D41 to the plywood d
ck
Base Ply: None
Cap Sheet: Boral TileSeal"T, self -adhered,
and back -nailed within the selvedge -edge side laps using
12 ga. x 1%" ring shank nails
through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure = -120.0 psf:
Deck: Min. 2,500 psi structural cl
ncrete to meet project requirements to satisfaction of
Authority Having Jurisdiction.
Primer: ASTM D41 to the concrete deck
Base Ply: (Optional) Citadel Plus, self-ldhered
Cap Sheet: Boral TileSealHT, self -adhered
5.6.4.1 Note: For adhesive -set tile systems, if there
1 s a base ply or mid -ply of Citadel Plus in the system, the
project design pressure requirements may not
exceed -120 psf.
Exterior Research and Design, I.I.C. I Evaluation Report M35710.12.30-R9
Certificate ofAuthorizotion #9503 67H EDITION (2017) FBC NON-HVHZ EVALUATION F1.14317-118
Boral Roof Underlayments; (602) 269-2288 Revision 9: 10/14/2017
Page 4 of 7
(gTRINITYIERD
5.7 Exposure Limitations:
GatorSeal shall not be left exposed for longer than 30-days after installation, prior to placement of final
roof cover.
Boral TileSeal 50"T and Boral TileSeal"T s I all not be left exposed for longer than 180-days after
installation, prior to placement of final roof cover.
Citadel Plus, for use as a base -layer in a two-ply underlayment system, shall not be left exposed for longer
than 180-days after installation, prior to placement of subsequent underlayment layer.
5.8
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can orjly be exceeded by using battens during loading of the roof
tiles.
..y
TABLE 2 TILE SUPPAGELIMITAT(ONS FOR' DIRECTQECK TILE INSTALLATIONS'` T,
Underlayment
Tile Profile
Stagging Method
Maximum Slope
Flat
Max. 10-tile stack
6:12
Boral TileSealIT
Lugged
Max. 10-tile stack
6:12
6. INSTALLATION:
6.1 Boral Roof Underlayments shall be installed in accordance with Boral Roofing published installation
instructions 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
I
to remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Install self -adhering underlayment when ambient and surface temperatures are minimum 40°F and rising.
6.4.1 Citadel Plus is limited to use as a base or id -layer in multi -ply underlayment systems beneath Boral
TileSeal 50"T, Boral TileSeal IT or GatorSeal.
6.4.2 Slope limitations are those associated with the top -layer underlayment.
6.4.3 Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof
edge, extending over by %-inch. Fold the memlbrane away from the edge onto itself. Remove the release
sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place.
Roll into place with a weighted roller.
Boral recommends fastening of the top edge of the sheet to the deck with roofing nails, nails & tin -tags or
1-inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for
slopes 7:12 and greater. Overlap successive courses minimum 2 inches (horizontal lap) and minimum 4"
end (vertical) laps.
Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50"T,
Boral TileSealIT or GatorSeal.
6.4.4 To Base Sheet:
Install base sheet of ASTM D226, Type II felt in accordance with Code requirements or install base ply of
Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4.3 and
when used as part of a multi -ply system.
Install optional Citadel Plus as a mid -ply In accordance with Boral Roofing published installation
instructions and Section 6.4.3.
Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50"T,
Boral TileSealIT or GatorSeal.
Exterior Research and Design, I.I.C. Evaluation Report M35710.12.10-R9
Certificate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HIVHZ EVALUATION FL14317-R8
Boral Roof Underlayments; (602) 269-2288 Revision 9:10/14/2017
Page 5 of 7
. r
TRINITY 1 ERA
Note: For adhesive -set tile systems, if therelis a base ply or mid -ply of Citadel Plus in the system, the
project design pressure requirements may not exceed -120 psf.
6.5.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof coverinlg to be installed.
6.5.2 Do not use Boral TileSeal 50HT on roof pitches lMess than 2:12.
6.5.3 Non -Tile Applications, Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof
edge, extending over by %-inch. Fold the me i brane away from the edge onto itself. Remove the release
sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place.
Roll into place with a weighted roller.
Boral recommends fastening of the black selveI-dge edge to the deck with roofing nails, nails & tin -tags or f-
inch diameter plastic or steel cap nails spaced L4-inch o.c. for slopes below 7:12 and 12-inch D.C. for slopes
7:12 and greater. Overlap successive courses tllhe width of the black -selvedge area, minimum 3-inch.
Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet
Seam method detailed in Boral Roofing published installation instructions.
6.5.4 Non -Tile Applications, to Base Sheet:
Install ASTM D226, Type II felt in accordance with Code requirements or install Citadel Plus in accordance
with Boral Roofing published installation instructions and Section 6.4.
Install Boral TileSeal 50HT in accordance over ASTM D226, Type II felt or Citadel Plus with Boral Roofing
published installation instructions and Section 6.5.3, except end (vertical) laps, described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous
underside is in contact with the fabric top surface, rolling the interface into place with a weighted roller.
6.6.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.6.2 Do not use GatorSeal on roof pitches less than 2:12.
6.6.3 Non -Tile applications, Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof
edge, extending over by %-inch. Fold the membrane away from the edge onto itself. Remove the release
sheet. Place the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place.
Roll into place with a weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails, nails & tin -tags or 1-
inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes
7:12 and greater. Overlap successive courses t�e width of the black -selvedge area, minimum 3-inch.
Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self -
adhering bituminous underside is in contact with the granular or mineral top surface, rolling the interface
into place with a weighted roller, or using the' Inverted Sheet Seam detailed in Boral Roofing published
installation instructions.
6.6.4 Non -Tile Applications, to Base Sheet:
Install ASTM D226, Type II felt in accordance vv'ith Code requirements or install Citadel Plus in accordance
with Boral Roofing published installation instructions and Section 6.4.
Install GatorSeal over ASTM D226, Type II felt �or Citadel Plus in accordance with Boral Roofing published
installation instructions and Section 6.6.3 except end (vertical) laps, described below.
Apply SBS Mastic under all side (vertical) laps or any other laps where the self -adhering bituminous
underside is in contact with the granular top sulrface, rolling the interface into place with a weighted roller.
Exterior Research and Design, I.I.C. I Evaluation Report M35710.12.10-R9
Certificate ofAuthorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-118
Boral Roof Underlayments; (602) 269-2288 Revision 9:10/14/2017
Page 6 of 7
/
Kr
6.7.1 Shall be installed in compliance with the re'quirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.7.3 Non -Tile Applications, Direct to Deck:
For OSI3 substrate, prime with ASTM D41 p, in�er and allow to dry prior to installation. Cut the membrane
into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending
over by X-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the
membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place
with a weighted roller.
Boral recommends fastening of the black selvJ I dge edge to the deck with roofing nails, nails & tin -tags or 1-
inch diameter plastic or steel cap nails spaced I 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes
7:12 and greater. overlap successive courses the width of the black -selvedge area, minimum 3-inch.
Seal under end (vertical) laps using approvedl mastic, or use Joined and Folded Seam or inverted Sheet
Seam method detailed in Boral Roofing publis ed installation instructions.
6.7.4 Non -Tile Applications, to Base Sheet: `1
Install ASTM D226, Type Ii felt in accordance �ith Code requirements or install Citadel Plus in accordance
with Boral Roofing published installation instructions and Section 6.4.
Install Boral TileSea over ASTM D226, Tyge 11 felt or Citadel Plus in accordance with Boral Roofing
published installation instructions and Section 6.7.3, except end (vertical) laps, described below,
Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous
underside is in contact with the fabric top surfaice, rolling the interface into place with a weighted roller.
6.7.5 Tile Applications:
Reference is made to FRSA/TRI April 2012 4-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top
sheet(s), Base Sheet fastening shall be not less ihan FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
Note: For adhesive -set tile systems, if there is a base ply or mid -ply of Citadel Plus in the system, the
project design pressure requirements may not exceed -120 psf.
Refer to Section 5.8 for tile staging limitations. Battens must be used for all tile installations atop Boral
TileSea I HT with roof pitches of 2Y2 to less than 3:12. Boral Roofing's Elevated Batten System or counter
battens are required.
7. 8uLomG PERMIT
Asrequired bythe Building Official nrAuthority Having Jurisdiction inonde,topropedyeva|uatetheinstaUaUonof
this product. |
|
8. KNAmupAcTummG PLANTS:
Brentwood, NH
9, QUALITY ASSURANCE ENTITY:
UL,LLC.—[}UA95Z5;(631)S46'245D;
'END OF EVALUA 1014 REPORT '
i
Exterior Research and Design, mc Evaluation Report M3571012.10-R9
cer4aatewwuthouzammxsO3 o'^EDITION (2017) FBC NON-H Z EVALUATION pu4317-n8
Boral Roof unnwnavments/ 269-2288 Revision y'zu/z4/2oz,
Page 7oor
1(a/2018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
24221.1
Florida Building Code Online
M thod 1 option D
10120 2017
10720/2017
10/26/2017
12/12/2017
Model, Number or Name
Dynamic Metals 1" Nailstrip
Description
Ga 1" Nailstrip, 26 Ga Galvalume Steel, Non-structural roof panel
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL24221 RQ 11 17-296,10 DWG,pdf
Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, 'P E. 52609
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-131.0 Evaluation Reports
Other: Maximum fastener spacing 6" o/c FL24221 RO AL- R17-296 10.1)df
Created by Independent Third Party: Yes
24221,2
Dynamic Metals 1-1/2" Mecha
(Aluminum)
Ica!
1-1/2" Mechanical Seam, O.Q32" Aluminum, Non-structural
roof panel '
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL24221 RO II 17-296.02 DWG.Qdf
Approved for use outside HVHZ: Yes
Verified By: Pedro De Figueiredo, RE. 57-609
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-198.5
Evaluation Reports
Other. -198.5 psf at maximum clip spacing 10-1/2" o/c
FL24221 RO AE R17-296 2.odf
-179.8 psf at maximum clip spacing 13" o/c
Created by Independent Third Party: Yes
24221.3 Dynamic Metals 1-1/2" Mechanical 1-1/2" Mechanical Seam, 24 Gauge Galvalume Steel, Non-
(24 Ga Steel) structural roof panel
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL24221 RQ 11 17-296.04 DWG.Ddf
Approved for use outside HVHZ: Yes Verified By: Pedro De Figuelredo, P.E. 52609
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-171.0 Evaluation Reports
Other: Maximum clip spacing 13" o/c. F1_24221 RO AE R17-296 4.odf
Created by Independent Third Party: Yes
24221.4 Dynamic Metals 171/2" Mechanical 1 1-1/2" Mechanical Seam, 26 Gauge Galvalume Steel, Non-
(26 Ga Steel) structural roof pane!
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL24221 RQ II 17-296.05 DWG,odf
Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 32609
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-221.0 Evaluation Reports
Other: Maximum clip spacing 12" o/c FL24221 RO AE R17-296 5.pdt
Created by Independent Third Party; Yes
24221.5 Dynamic Metals 1-1/2" Mechanical 1-1/2" Mechanical Seam, 16 Oz Copper, Non-structural roof
(Copper) I I panel
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL24221 RO 11 17-296.06 DW(3.pc�f
Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 52609
Impact Resistant: N/A Created by )independent Third Party: Yes
Design Pressure., +N/A/-198.5 Evaluation Reports
Other: -198.5 psf at maximum clip spacing 12" o/c -153.5 psf FL24221 RO AE R17-296 6'pdf
at maximum clip spacing 16" o/c created by Independent Third Party: Yes
24221.6 Dynamic Metals 1-3/4" Snaplock 1-3/4" Snaplock, 0,032" Aluminum, Non-structural roof panel
(Aluminum)
' Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL24221 go II 17-296.09 DWG,pdf
Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 52609
Impact Resistant: N/A i Created by Independent Third Party: Yes
Design Pressure: +N/A/-228.5 I Evaluation Reports
Other: -228.5 psf at maximum clip spacing 9" o/c -168.5 psf FL24221 RO AE R17-296 9.Ddf
at maximum clip spacing 19" o/c I Created by Independent Third Party: Yes
24221.7 I Dynamic Metals 2" Mechanical I 12" Mechanical Seam, 0.032" Aluminum, Non-structural roof
https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGM%2bmi7wFtl3%2fYFSE6n3NwN°/a2bZFHJBlBchAw%3d%3d 2/3
+ . E. G C O Inc.
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6845
Email: Engco@AOL.com
1.0 Product Manufacturer:
2.0 Code Edition:
3.0 Evaluation Method:
4.0 Product Classification:
Dynamic Metals, LLC
340 Pike Road
West Palm Beach, Florida
Florida Building Code 201
Applicable for Non HVHZ
Chapter15
Engineering Evaluation
Category: Roofing
Subcategory: Metal Roofing - non
Not Applicable for HVHZ
5.0 Product Description:
5.1Trade Name: Dynamic Nailstrip 26 Gauge
5.2 Panel Properties:
Material: Average Fy=64 ksi
Panel Thickness: 0.0165"
Coverage: 16" maximum width x vari
Ribs Height: I" rib heigh mating with
5.3 Panel Clip Properties:
Not available
5.4 Minimum Deck Requirements:
I
Date; 8117,'2017
REF.#: 17-2961 Q
1" NAILSTRIP 26 GAUGE STEEL PANEL
6th Edition
1D in accordance with 61G20-3.005 F.A.C.
Panel
s Ienghts
4" lower rib at 16' o.c.
Minimum 15/32" 4 ply APA CDX plywood secured to 2x SYP with 8d ring shank nails
spaced at 4"oc. 2x SYP joists spaced no more than 24"oc.
Deck to be properly installed as per the FBC requirements •over minimum Ix SYP rafters
spaced no more than 24"o.c.
Slope Range:
3;12 or greater - without la sealant
less than 3:12 - with lap sealant C •' ; `�•.
.Jz
7r
Sr X OF
Ou 2`�' t Ai•.�.�P`re�
4A ..... }
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-$646
Email: Engco@AOL.com
5.5 Minimum Underlayment:
Date: 8/1712017
REF.#: 1.7-29610
30# Asphalt saturated organic felt paper installed with a minimum 4" side lap and 6" end
laps. Underlayment shall be fastened with corrosion resistant approved fasteners as per
the Florida Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the
field of the row. Or, any underlayment having a current product approval.
5.6 Minimum. Fire Barrier Board:
VersaShield with a minimum 4" side Iap and 6" end laps. VersaShie►dshall be fastened
with corrosion resistant approved fasteners as per the Florida Building Code spaced at
6"oc at the perimeter and overlaps aid two intermediate staggered spaced rows at 6"oc.
Or, any approved fire barrier having a current Product Approval. See Limitations #11.2
5.7- Fasteners:
Installed through Nail Strip Panel (Not Pre-existing slots): #10-94" Panclip MTW
fasteners spaced at 6"oc
6.0 Product anchorage to Roof Deck:
6.1- Panels are to be secured through the nail st
fasteners spaced at 6"oc. The fasteners are to be
not the pre existing slots. The female leg of the f
7.0 Uplift Pressures Rating:
UL 580 - Standard for Safety, Tests for Uplift Res
ip leg of the panel using #10-9x1" Panclip MTW
positioned to go through the nail strip panel and
3nei snap fit to the male leg of the panel.
of Roof Assemblies
Installation
Design Pressure
Safety
Factor
I
Anchors
Spacing
Field
132 psf
2
6" oc
Corner
Extrapolation is not allowed
F : c.:.
No, 5254
-� STAB
��''• �C O JD�- t
ec;,�'i
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fac (754) 205.6846
Email: Engco@AOL.com
8.0 Summary of Test Results:
8.1.4rchitectural Testing, Inc., West Palm Beach) FL.
8.2 Report G3443.08-450-44, dated 06/15/2017.
8.3 UL 580 . Standard for Safety, Tests for Uplift Res
8.4Test Specimens: 120" x 120" with 16" x 120" Ilpar
8.5 Testing Assembly
8.6 Report H68S4.01-106-31, dated 10/19/2017.
Layer 1: 30# Asphalt saturated organicfelt paper install,
Underlayment shall be fastened with corrosion
Building Code and spaced 6"oc at all laps and t%
underlayment having a current product approv
Layer 2: VersaShield with a minimum 4" side lap and 6"
corrosion resistant approved fasteners as per th
perimeter and overlaps and two intermediate st
barrier having a current Product Approval. See l
Layer 3: 26 Gauge - 0.01875" thick x 16" Gavanized steel
Panclip MTW fasteners spaced at 6"oc. The fast
Field/comer panel and not the pre-existing slots. The female
Installation adjacent panels
9.0 Installation Instructions:
Panels to be installed as per manufacturer instru
Date: 811712017
REF.#: 17-29610
of Roof Assemblies
elcoverage
with a minimum 4" side lap and 6" end laps.
sistant approved fasteners as per the Florida
staggered rows 6"oc in the field of the roll. Or, any
d laps. VersaShield shall be fastened with
Florida Building Code spaced at 6"oc at the
ggered spaced rows at 6"oc. Or, any approved fire
nitations #11.2
anels secured to the wood deck using #10-9 x 1"
ners were positioned to go through the nail strip
:g of the panel snap -fit to the male leg of the
and fastening patterns described herein,
•gay, �.: r,
No.5260 v
STME
OCT 2 0 2017
E N G C 0, inc.
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax; (754) 2(
Email: Engoo@ADL.com
10.0 Design Procedure;
10.1- In order to verify product adequacy for;
Design Rating on section 7 above with the Pro.
chapter 16 requirements.
10.2 - Product Pressures Rating must be greats
10.3 - Supporting structure are to be designed
10.4 - Deck sheet must meet the minimum thi
11.0 Limitations and Conditions of Use:
11.1- installation must not exceed the maximu
Neither rational analysis, nor extrapolation sha
pressure zones (i.e. perimeter, extended corne
11.2 - Fire Classification is not part of this accep
Directory for fire rating of this product.
11.3 - Product were not evaluated structurally i
loads
11.4 - All Products listed herein shall have a qua
Building Code Rule 61G20-3 of the Florida Adm
11.5 - Drawing numbered 17-296.10 dwg are pi
12.0 Certificate of Independence:
Date: 811712D17
REF.#: 17-29610
specific project, contractor must compare Uplift
:t Design Wind pressures calculated based on FBC
than the Project Design Wind Pressures
y others and in compliance with the FBC
ness specified on item 5.4 above
i allowable design pressures listed in this report.
be permitted for enhanced fastening at enhanced
and corners)
ance; refer to a current Approved Roofing Material
resist shear diaphragm, axial, transverse or racking
ity assurance audit in accordance with the Florida
listrative Code
t integral of this report.
TAS 125- 03 - Uplift Resistance Test - G3443.09-450-44
TAS 100- 95 - Wind Driven Rain Test - 1-12687.02 �450-44
ASTM G26%G 155 - Accelerated Weathering 2000 hours - PRI Report- VLS-004-02-01
ASTM B117 - Salt Spray Testing of Coating 1000 hours - PRI Report - VLS-005-02-01
13.0 Certification:
In the professional opinion of this evaluating en
requirements of the Florida Building Code 2017
(Broward and Miami -Dade counties) when utilb
ineer the product herein described meets the
6th edition, for use in the NON-HVHZ and HVHZ
d within the limits of use noted herein
DRAWINGS #: 1 7-29G. 1, O
REPORT : 1 7-29G. 10
r0. 52609
s
b +
DRAWINGS #: 1 7-29G. 10
REPORT: 1 7-29G- 10
# I �
y.
f
DYNAMIC I ° NAIL5TRIP 2G GAUGE
GALVANIZED- 5TEEL PANEL
PANEL
SPACED AT 6" OC FASTENER POS I T I LlNED
THROUGH THE NAIL STRIP NOT THROUGH
THE PRE-EXISTING SLOTS
1p
cEAj
1W. 5260
STAI ;
1 ROOF DECK
ti MINIMUM 1 5/32"
`t--4-PLY CDX PLYWOOD SHEAT ING