HomeMy WebLinkAboutEvaluation Report; Metal RoofingEVALUATION REPORT OF
METAL SALES MANUFACTURING 'CORPORATION
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RECEIVED
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s,L LL,, TLORIDABUM'DING CODE 7TH EDITION (2020)
pz.,County Permitting FLORWAPRODUCT APPROVAL
FL 146453rk4
ROOFING -REViEWED FOR
METAL ROOFING CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
,Prepared For;
Metal Sales Manufacturing Corporation
545&)uth YdStreet'l-Suite,260
Louisville., KY 40102
Telephone: (502) 955-4300
Nan (502).855-4200.
Prepared By:.
Bala 1:Rockafin am.,, Ph.M, P.E6
1 9
Florida Professional Engineer: #62240
12164 N Lansing .Ave. Suflie C.
Tulsa, 'OK 14106
Telephone: -(918) 492-Z9.92.
FAX: (860) 366-1543
This report consists of
Evaluation Report (3 Pages including -cover)
Installation Details (I Pagi-)
Load'S an Table.(1 Pa
p ge)
Report No. C2397-3
Date: 10.1.2010.
File Copy
0 K A L I
No 62240
:wx
STATE OF
0 B
FL 14645.344
C2397-3
10.7.2020
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),°ors-! •7u'
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. -19/32" plywood or min. %" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2020.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws at 6" o.c.
(Minimum) in the field and at 4" o.c. at edges. Designed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional) ; �, , construction only.
Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 41.6 psf at fastener spacing of 36" o.c.
(Factor of Safety = 2) 74.8 psf at fastener spacing of 16" o.c.
196.75 psf at fastener spacing of 8" o.c.
Fastener Pattern:
Type: #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". Fasteners are corrosion resistant as per FBC 2020 Section
1507.4.4.
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 TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress
FL 14645.3-R4
C2397-3
10.7.2020
Page 3 of 3
design. The design pressure for reduced fastener spacing may be
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 2020 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: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05, Reporting Date 7/21/05 (Tests #1 & 2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/l/09
EXISTING SHINGLES
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMENT.
(REQUIRED ONLY FOR
-,,,,,,,--SEE
� (PANEL OVERLAP) NEW CONSTRUCTION)
EXISTING UNDERLAYMENT
(OPTIONAL)
MINIMUM ATTACHMENT:
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
MIN. 2X- WOOD RAFTER/JOIST/J 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X—SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
PLYWOOD
DETAIL 1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
PLYWOOD
DETAIL 2 19/32" THICK (MIN.)
PANEL FASTENER PER ALLOWABLE
PRESSURE TABLE
5V-CRIMP
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
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.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
7. REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12.
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METAL SALES: MANUFACTURING CORPORATION
.S,V.Cnm -Uplift-
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(MiL 26 g%)
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Fastener; Spacing:
puto4g Panel Length
On), .
Allowable Uplift
Load.
(yisf).
;coverage. width: 14"
Panel Fasteners
#9-16 or #10-- 14 hex. head
wood screw&with sealed
washer
;8
1968.
10
166.3
12,
135.8
14
16
74.9
18
71.5
20.
68.2
22
:64i,8
24
61.5
26
58.2
28
54.9;
56
5-L-6
52
48.2
34
�44.0
36
-41.6;
Notes
1. The bold ft-umbers'indibatedesign loads calculated'ftom test data with safety factor of 2.
2. Panels must be,ingtalled.as per Evaluation.Report FL, 1,-4645.3 and Metal Sales current'installation,proped6 re.
3. Three or more spri;s condition.
1216 N Lansing Ave,-;. Suite C
Tulsa, Ok 74106
918 492 5992
A
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N-0 .62240
STATE OF
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Bala Sockalingam,Ph.D.j P.E.
FL 62240