HomeMy WebLinkAboutEVALUATION REPORTI
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EVALUATION DEPORT OF
METAL. SALES MANUFACTURING CORPORATION !
126 GA. 5V-CRIMP PANEL'
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FLORIDA BUILDING CODE 6TH EDITION (2017) SCANNED'
FLORIDA PRODUCT APPROVAL
BY
I FL 14645.4-R3
St Lucie County
ROOFING
METAL ROOFING
Prepared For:
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Metal Sales Manufacturing Corporation
545"South 3❑d Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290.
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) ,®e�L4l10EAdBdppO
Installation Details (1 Page).
o®,�` SOCI<AL�� paste
Load Span Table (1 Page)
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No 62240 y
• STATE OF :�®
Report No. C2182-4
Date:. 9.9.17
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Manufacturer:
' Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
Underlayment:
Slope:
FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3 i
Metal Sales Manufacturing Corporation
5V-Crimp
24" wide coverage with (5) 1/2" high ribs
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel. (ASTM A792) or painted steel (ASTM A755).
Min. 7116" thick OSB or min. 15/32" thick plywood or min. 3/4' 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.
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' . & UL 1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in M 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
for fire ratings of this product.
'Supporting Documents: & 1897 Test Reports f
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13 f
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FL 14W A-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
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PANEL OVERLAP
5V-CRIMP
SEE DETAIL 2 / ,SEE DETAIL 1
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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 0 6" O.C. IN THE FIELD
GUIDELINES &-AT EDGES
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
PANEL FASTENER PER UPLIFT
LOAD TABLE
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MIN. 2X' WOOD RAFTER/JOIST/
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TRUSS AT MAX, 24" O,C.
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TYPICAL PANEL INSTALLATION X—SECTION
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LL NY T.
#9-16 OR (110-14 WOODSCREWS
SEALING WASHER AT
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WITH SELF
MAXIMUM SPACING OF 36" O.C.
w 55N
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5V—CRIMP
MIN 26 GA.
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GENERAL NOT
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
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FLORIDA BUILDING CODE (FBC).
UNDERLAYMENT 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019 �. EFFECTIVE COVERING
OR
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WA
q OSB 7/16" THICK (MIN.)
WIDTH OF PANEL = 24".
DETAIL I PLYWOOD 15/32" THICK (MIN.) 3. THE. ROOF PANELS SHALL'BE' INSTALLED OVER SHEATHING &STRUCTURE AS
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SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGNWIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
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9-16 OR (110-14 WOODSCREWS
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
SHE 5. ALL FASTENERS MUST BE IN ACCORDANCE' WITH THIS DRAWING & THE FLORIDA
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MAXIMUM SPACING OF O.C. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
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6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
5V—CRIMP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
MIN 26 GA.
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UNDERLAYMENT OSB 7/16- THICK, (MIN.) OR
snerr No.
DETAIL 2 PLYWOOD 15/32' THICK ,(MIN.)
ls"E
OF
METAL .SALES .MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min.. 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psf)
Coverage width: 24"
Panel Fasteners
#94 6 or #10-14 hex head
wood screws with sealed
washer
6
172.5 — - -
9
120.0 _
72.0
15
18
60.0 _
21
51.4
24
45.0
21
40.0
30
36.0 T
32.7 _
30.0
33
36
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
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2. Panels must be installed as per Evaluation Report FL 14645.4 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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Bala Sockalingam, Ph.D., P.E.
FL 62240