HomeMy WebLinkAboutEVALUATION REPORT METAL ROOFEV2
METAL SALES
SCANNEU `26
Ry
St Lucie Ount�
FLORIDA
ATION REPORT OF
WFACTURING CORPORATION
, 5V-CRIMP PANEL'
NG CODE 6TH EDITION (2017)
PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3r1 Street, Suite 200
I Louisville, KY 40202
Telephone: (502) 855-4300
I Fax: (502) 855-4290
1065- 0 UTL U1 IN DIVISION
S.T. LUCIE COUNT' BIN
REVIEWED FOR
COMPLI Prepared By:
O ala Sockalingam, Ph.D., P.E.
REVIEWED T BE KEPT 0
DATE P RMIT N�j�da Professional Engineer #62240
PLANS AN ON(S) WILL BE 1216 N Lansing Ave., Suite C
SITE OR NO INSPE I
Tulsa, OK 74106
'N
TD,
lFy�?' ti co
CONCEALED FASTENERS OR A11ACHMEP
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Telephone: (918) 492-5992
FAX: (918) 493-3568
This report consists of
ion Report (3 Pages including cover)
Installation Details (1 Page) ♦%%%*�SoCKAL/'0°ion
Load Span Table (1 Page) ,.♦♦ �,Q;.•;� E N
Report No. C21824
Date: 9.9.17
No 62240 e
• cc r
�- STATE OF : U
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At— E %V
c . '20l-7
T
Manufacturer:
Product Name:
Panel Description:
Materials:
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Metal Sales Manufacturing Corporation
5 V-Crimp
24" wide coverage with (5) 1/2" high ribs
Min. 26 gd., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalumel coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 7/16' thick OSB or min. 15/32" thick plywood or min. 3/4" thick
wood pla (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" llong 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: Minimun�i underlayment as per FBC 2017 Section 1507.4.5.1.
Slope: 1/2:12 o, 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 p f @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 r #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"land installed as per Metal Sales current installation procedure.
At panel ends @ 6" d.c. across panel width
At intermediate @ 12"lo.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL 1897-04 `Uplift Tests for Roof Covering
0-1- I -1
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 1507.4.
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
computed u
Engineer or
report is n
FBC 2017
directory or
for fire ratir
Supporting Documents: UL580 & 1
PRI Constr
MSMC-01'
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
ng rational analysis prepared by a Florida Professional
)aced on Metal Sales load span table. This evaluation
applicable in High Velocity Hurricane Zone. Fire
is not within scope of this Evaluation Report. Refer to
section 1505 and current approved roofing materials
►STM E108/UL790 report from an accredited laboratory
of this product.
Test Reports
,n Materials Technologies
•01, Reporting Date 9/20/13
5V-CRIMP
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
UNDERLAYMENT
PANEL
SEE DETAIL 2 / SEE DETAIL 1
FASTENER AT PANEL FLATREQUIRED FOR PANEL
ENDS ONLY.
MINIMUM ATTACHMENT:
8d x 2.5" LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD
GUIDELINES. & AT EDGES
ll�MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X-SECTION
DETAIL 1
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
UNDERLAYMENT
DETAIL 2
5V-CRIMP
MIN 26 GA.
PANEL FASTENER PER UPLIFT
LOAD TABLE
GENERAL
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
amp
a
OSB 7/16" THICK (MIN.) OR
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING
a
'n
PLYWOOD 15/32" THICK (MIN.)
WIDTH OF PANEL = 24".
ZE
a
<
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
j
>
Zoe
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
1°
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.N
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
NG CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
BUILDIREMENTS
$
REQUIOF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
5V-CRIMP
MIN 26 GA.
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
1 OF 1
METAL'sALES MANUFACTURING CORPORATION
5 -Crimp Uplift Loads.
(Min. 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(ps f)
Coverage width: 24"
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer
I 6
172.5
9
120.0
12
90.0
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 ca
2. Panels must be installed as per Evaluation
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
t from test data with safety factor of 2.
FL 14645.4 and Metal Sales current installation procedure.
♦�♦aao� a �ioi�i
g0CKg4��o�°�i
No 62240
i it' • r_
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Bala Sockalingam, Ph.D., P.E.
FL 62240