HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGL-7
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V-CRIMP PANEL'
SCANNED
BY
FLORIDA BUILDING CODE 6TH EDITION (2017) St Lucie County
FLORIDA PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300 ST. LUCIE CO B DI
P COUNTY NG VI ION
Fax: (502) 855-4290 REVIEWED FOR MP
REVIEWED BY
DATE
PLANS AND PER MUST BE KEPT ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
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) t%1111es0,`,1
Installation Details (1 Page) 0♦�%`'SpC!<AL/ `'�d,
Load Span Table (1 Page) o.`° �,P.•;� E N S'��'yp'fa
Report No. C2182-4
Date: 9.9.17
FILE COPY
No 62240
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Manufacturer:
Product Name:
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Panel Description:
Materials:
Deck Description:
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Deck Attachment:
(Minimum)
Underlayment:
Slope:
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Design Uplift Pressure:
(Factor of Safety = 2)
Fastener Pattern:
Type:
I
At panel ends
At intermediate
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Test Standards:
Test Equivalency:
Code Compliance:
Metal Sales Manufacturing Corporation
5V-Crimp
24" wide coverage with (5)1/2" high ribs
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Min. 7/16" thick OSB or min. 15/32" thick plywood or min. V thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the plywood field and edges. Designed as per FBC 2017.
Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
30.0 psf @ fastener spacing of 36" o.c.
172.5 psf @ fastener spacing of 6" o.c.
#9-16 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.
@ 6" o.c. across panel width
@ 12" o.c. across panel width
Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
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
M
FL 14645.4-R3
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 E108/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
SV-CRIMP _
PANEL OVERLAP
_ _ _
as
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_3 21 5_
SEE DETAIL 2
SEE DETAIL 1
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
3
ENDS ONLY.
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MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT
LOAD TABLE
UNDERIAYMENT
SHALL BE INSTALLED
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
- AS PER MANUFACTURER'S INSTALLATION
GUIDELINES
SPACED 06" O.C. IN THE FIELD
$
& AT EDGES
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
o
TYPICAL PANEL INSTALLATION X-SECTION
S "
N
O
�8 y�00
6 OR
WITHSELFSEALING WASHER A10-14 T
MAXIMUM SPACING OF 36" O.C.
04
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o
PLO
5V-CRIMP
MIN 26 GA.
8-33
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GENERAL NOTES:
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1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
a
UNDERLAYMENT
FLORIDA BUILDING CODE (FBC).
g
DETAIL 1
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0191. EFFECTIVE COVERING
WIDTH OF PANEL = 24".
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IF
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
#9-16 OR #10-14 WOODSCREWS
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
'm
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
5V-CRIMP
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
MIN 26 GA.
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
UNDERLAYMENT
2182-4
DETAIL 2
OSS 7/16" THICK (MIN.) OR
PLYWOOD 15/32' THICK (MIN.)
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NO,
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El
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"
6
172.5
9
120.0
1 ?
90.0
Panel Fasteners
15
72.0
#9-16 or # 10-14 hex head
18
60.0
wood screws with sealed
21
51.4
washer
24
45.0
7
40.0
30
36.0
33)
32.7
36
30.0
Note l '
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1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. P I
anels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition,
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1216 N Lansing Ave.. Suite C
Tulsa, Ok 74106
918 492 5992
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`°o3°°P g O C K'4�
No 62240
STATE OF •44/ a
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Bala Sockalingam, Ph.D., P.E.
FL 62240