HomeMy WebLinkAboutEVALUATION REPORTEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. SV-CRIMP PANEL' SCANNED
BY
St. Lucie County
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545South Yd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 8554290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (918) 493-3568
This report consists of
Evaluation Report (3 Pages including cover)
1111111111Y
Installation Details (1 Page)
`
%%%` OCKACA e,'4,
,'
Load Span Table.(I Page)
``
.`�\.?;.•'O E N gF ?y,�
Report No. C2182-4
Date: 9.9.17
No 62240
:9 STATE OF :1
p'•
•'��K, cC O R P' �jN
P
i��S •..,,A` ```
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26,ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. 1/4" thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Slope: 112:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: 99-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507A.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
directory or ASTM E108/UL790 report from an accredited laboratory
for f `stings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-0 17-02-0 1, Reporting Date 9/20/13
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional j
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
--- -- --
classification is not within scope of this Evaluation Report. Refer to i
FBC 2017 Section 1505 and current approved roofing materials
nn nx p1
PANEL. OVERLAP
5V-CRIMP 77 FASTENER AT PANEL FLAT
SEE DETAIL 2 / �l�SEE DETAIL 1 `ENDUIRED FOR PANELFF A a
// 1 ENDS ONLY.
g9-16 OR 110-14 WOODSCREWS
WITH SELF SEAUNG WASHER AT
MAXIMUM SPACING OF 36' O.C.
MINIMUM ATTACHMENT:
Bd x 2.5' LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR1B x 2' LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED ® 6' O.C. IN THE FIELD
GUIDELINES k AT EDGES
MIN. 21L WOOD RAFTER/JOIST/
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X-SECTION
5V-CRIMP
MIN 26 GA.
UNDERLAYMENTJ \�-OSB 7/16' THICK ((MIN.) OR 2.
DETAIL 1 PLYWOOD 15/32" THICK (MIN.) 3
4.
®9-16 OR VIO-14 WOODSCREWS
WITH SELF SEALING WASHER AT 5.
MAXIMUM SPACING OF 36 O.C.
6.
F MIN 26 GA.
UNDERLAYMENT-` \—OSB 7/16' THICK (MIN.) OR
DETAIL 2 PLYWOOD 15/32 THICK (MIN.)
PANEL FASTENER PER UPLIFT
LOAD TABLE
d
o g
U N
is
R =go
o
N
O
�ON
W �
LS BEEN DESIGNED IN ACCORDANCE WITH THE
o q
u 9
26 GA. It - 0.0197. EFFECTIVE COVERING
S-.y
INSTALLED OVER SHEATHING 6 STRUCTURE AS
SHALL BE. DETERMINED FOR EACH PROJECT. THIS
'Oi
ISTALLEDWHEN THE REQUIRED DESIGN WIND LOADS
k@x
�N UPUFT PRESSURES SPECIFIED ON THIS DRAWING.
3
ACCORDANCE WITH THIS DRAWING @ THE FLORIDA
iNCE OCCURS BETWEEN THE MINIMUM �^
ARE
OTHERS.
METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min. 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psfl
Coverage width: 24"
Panel Fasteners
#9-16 or #1044 hex head
wood screws with sealed
washer
6
172.5 _
9
120.0 _
W.01
C1:2
15
72.0'
18
60.0 _
21
51.4
24
45.0
27
40.0 _
30
36.0
33
32.7-- __
36
30.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales currentinstallation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
`,� $OCKgZI°4.i
N
No 62240 /�.=
P Y • • C 0
��•, STATE OF � ;441
•A'4O R 10
at
c:( 2c. \-7
Bala Sockalingam, Ph.D., P.E.
FL 62240
\, 9 RINITY I ERD
II
EVALUATION
LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
SCANNED 353 CHRISTIAN STREET, UN IT #13
OXFORD, CT 06478
BY (203)262-9245
Lucie County
Evaluation Report A42960.10.12-R6
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
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 60' Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT 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 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 agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity] ERD 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 words `rrinity1 ERD 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4 ANE1983
The ft&.9eseal appearingwasauMorizM by Robert Niemi. ,
P.E w 03/]5/301), ibis does not serve ai an e4pemnisalty s¢ned
dmvneM
CERTFIrAiION OF INDEPENDENCE:
1. TrinitylERD 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. Trinity ERD 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 Trinity I ERD 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.
V i RINIIY I ERD
ROOFING COMPONENT EVALUATION:
I. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6 s Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3..1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1,1507.2.9.2 Physical Properties
ASTM D1970
2015
1507.3:3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
En-ftt
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2023
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD 0S76049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14.1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL; LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL,.LLC. (QUA9625)
QualityControl
Service Confirmation
Exp. 07/18/2020
4. PRODUCTDESCRIPTION:
4.1 Tri-Built .Sand -It SA Shingle Underlayment is a self -adhering, glass -mat reinforced,
sand -surfaced, SBS
modified bitumen
roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth
HT S/A Underlayment is a self
-adhering, glass -mat reinforced,
film -surfaced, SBS
modified bitumen
roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinityl ERD 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 HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterwr Research and Design, U.C. Evaluation Report A42960.10.12-116
Certi/lcate of Authorization 09503 6'"Ent FION (2017) FBC NON-HVHZ EVAWATION F1.16048-116
TRI-BUILT Roof Underlayments; I800) 516.14S5 Revision 6:09/25/2017
Page 2 of 6
\J I RINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
-5.5 _ Allowable Roof Covers:-- - - -
COVER.Op716NS
Underlayment
Asphalt
5hinglesnglesSlate
Nail -On Tile
Tri-Built Sand-R SA ShingleUnderlayment
yes
No
es
Yes
Tri-BuiltS/AHTTU
WmetalShakes
Yes
yeS
s
Yes
No
s
cyeD
5.5.1 "Foam -On Tile" is limited to use of the following Annmverl flip
TABLEIA: ALLOWABLE TILE ADHESIVE/UN OERLAYNIENT.COMBINATIONSI.
Adhesive
Florida Product Approval
Underlayments
ICY Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBond"'
FL22525
Tri-Built S/A HT TU Underlayment
5.6. Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41. primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, 0513 or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof -cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU. Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime; SECUROCK_Gypsum=Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulationattachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM4474, Appendix D or TAS 114, Append)xJ.
' Refer to Tile Manufacturers or Adhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC TM Evaluation Report A42960.10.12-R6
CerB'ficate of Authorization#9503 6 EDMON (2017) FBC NON-HVHZ EVALUATION FL16048.R6
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
5.6.3
5.6.4
#1
Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment,
Underlaymentappliedto:-- -
➢ ASTM D226, Type 1 or II felt.
' I RINITY ERD
Tri-Built S/A HT TU Underlayment. or Tri-Built Smooth HT S/A
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI-April 2012 (04-
12).
wma Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed inFRSA/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 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 pressures._
Maximum Design Pressure = -45 0 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRINTER
Underlayment:
Tri-BuiltS/A. HT TIJ Underlayment, .self -adhered.
#2 MaximumDesign
Pressure =-675 osf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocol 600c
Underlayment:
Tri-BuiltS/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure =-1500DO:
Deck:
Min. 3.5/32-inch APA-rated BOX plywood (may be installed C-side up) to meet
project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the. surface. All sharp
splinters and wood' projections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design. Pressure=-60.0 osf
Deck:_ Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction. -
BaseSheet: Soprema.5opra-G or Modified Sopra-G mechanically attached with nails (FBC.1517:5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch.o.c. at the 4-inch laps and 6-inch O.c. in three,
equally spaced rows in thecenterof the sheet.
Underlayment: Tri-Built3/A HT TU Underlayment, self -adhered.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate Of Authorization 09503 6'EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6:09/25/7017
Page 4 of 6
�l I RINITY ERD
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 (04-11), Appendix A, Table 1A.
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 WD3, 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)'forZone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/AHT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS103 Per FRSA/TRI April 2012 (04 12))
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.
TABIET.. TILESNPPAGE LIMRATIONS FOR DIREC mDEIXTILE INSTAuA-n6N5 '
Underlayment
Tile Profile
Flat
Staging Method
Max. 10-tilestack
Maximum
Slope
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom2-tilestack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
Tri-BuiltS/AHTTU
Underlayment
Lugged
Exterior Research and Design, LLr- TM Evaluation' Report A42960.10.12-R6
Certiflcnte ofAutharhotion.#9503 fi EDMON (2017) FBC NON-HVHZ EVALUATION FL36048-116
TRI-BUILT Roof Undedayments, (800) 516-1485 Revision 6: 09/25/2p17
Page 5 of 6