HomeMy WebLinkAboutEVALUATION REPORTa�
SCANNED
BY
St Lucia; Coin*
EVALUATION REPORT OF
METAL SALES MANUFACTURING COI
'26 GA. 5V-CRIMP PANEL'
ST, LUCIE COUNTY
BUILDING DIVISION
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FOR C®65 PLBns-' ,
REVIEWED BY
DATE 6—(
LANS AND P RMIT
�TpJ i BE KEPT ON JOB OR
—NCO INSPECTION WILL 13E. MADE
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVALTHHE I iLIANS AND ALi_'PR0p 0SED 11v0R;{
FL 14645.4-R3 AR[: S11, JFC7- TO) AN)V
ROOFING RF0UIF1EI) E"I 1:1E,LEI !HE)P;Crojdq Tl!AT
METAL ROOFING WAy b
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MAR 0 5 2018
ST. Lucie County, Permitting
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Prepared For:
.Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202 CONCFALED FASTENERS OR ATTACHMENTS
Telephone: (502)'8554300 ARE THE RESPONSIBILITY OF THE
F Fax-' (502) 8554290 - "
CONTRACTOR OF RECORD
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
i216 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)
Installation Details (1 Page) +o%%%'.S0GKAt jN-f�i,�
Load Span Table (1 Page) .+Q�,Q;.*G E N S.•.�•'-9, •��
Report No. C21824
Date:' 9.9.17
No 62240
STATE OF :I
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Manufacturer:
Product Name:
Panel Description:
Materials:
-' FL 14645.4-R3
C2182-4
9.9.1.7
Page 2 of 3
Metal Sales Manufacturing Corporation
5V-Crimp
24" wide coverage with (5) 1/2" high ribs
26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
plume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. W 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) inl the plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC-2017 Section 1507.4.5.1.
Slope: 1/112 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: 0-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient, length to penetrate, through the deck a minimum
of 3/81 and installed as.per Metal Sales current installation procedure.
" `At panel ends @ 6" a�.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
nrescribeld in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design w.' d loads shall be determined for each project in accordance
with FBCF2017 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
r
FL 14645.443
C2182-4
9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
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
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM EI08/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
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PANEL OVERLAP
Im
Im
`"EM= u"
5V-CRIMP
PLOTI
DAM�I10
--SEE DETAIL 2
�
-SEE DETAIL 1
/
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
lz
MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT
LOAD TABLE
UNDERLAYMENT
SHALL BE INSTALLED
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S NSTALLATION
GUIDELINES
SPACED ®6" O.C. IN THE FIELD
$
& AT EDGES
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
n
TYPICAL PANEL INSTALLATION X-SECTION
a
W
DC-4O
0
N9-16 OR #10-14 WOODSCREWS
fXI SELF SEALING WASHER`AT -
Ln
MAXIMUM SPACING OF 36" O.C.
M Ln
`
5V-CRIMP
h�0'
MIN 26 GA.
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE
�'
a Jx
UNDERLAYMENT
WITH THE
FLORIDA BUILDING CODE (FBC).
-a
-=—"-,i
a j$
DETAIL 1
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
2. ROOF PANELS SHALL BE MIN-26-GA.-(t-= O;019 .EFFECTIVE COVERING
=
WIDTH-OF-PANEL-24"-
1P
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
89
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
i #9-16 OR #10-14 WOODSCREWS
_WITH-SELF'SEALING—WASHER AT
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
x
vi
MAXIMUM SPACING OF 36" D.C.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
-
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
5V-CRIMP
6 RAFTERS/JOISTS/TRUSSESIGNTO WITHSTAND WIND LOADS AS
THE
MIN 26 GA.
REQUIRED FOR EACHAPPLICATION AND RESPONSIBILITY OF OTHERS.
UNDERLAYMENT
— OSB 7/16" THICK (MIN.) OR
DETAIL 2 PLYWOOD 15/32" THICK (MIN.)
OF 1
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 #10-14 hex head
wood screws with sealed
washer
6
172.5
120.0
_ -_-_- _ 90.0
72.0
9
12 -
15
_
18
60.0
51.4
21
24
_ 45.0
40.0
-- - -- 27
30
36.0
� 32.7
33
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 14645A and Metal Sales current installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
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No 62240
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STATE OF <U:
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Bala Sockalingam, Ph.D., P.E.
FL 62240