HomeMy WebLinkAboutProduct Approval EVALUATION'REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
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FLORIDA BUILDING CODE 7TH EDITION(21 ,fe Copy
FLORIDA PRODUCT APPROVAL IEWED FOR
FL 14648.3-R4 CODE COMPLIANCE
ROOFING STRF tIE COUNTYMETAL ROOFING JANM 20 O C C r/O�7/
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Permitting Department
St.Lucie county
Prepared For.
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Tel (502) 855-4300
Fax: (502)855-4200
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: (866)366-1543
This report consists of
Evaluation Report(3.Pages including cover)
Installation Details(1 Page) �Q�66'GCKAC�°�j9 s
Load Span Table (1 Page) ��® 5 • ••• . G`T�^
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No 62240 •:4
a.1 -21
Report No. C2397-3 A STATE
Date: 10.7.2020 'Pe�,�:' ,�� O R
.y
FL 14645.3-R4
C2397-3
10.7.2020
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
5 1
Panel Description: 24 wide coverage with O /2 hi
gh ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
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. 3/a" 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 interniediate 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 9/1/09
DMWN BY: CHECKED M
D.S. D.S.
PLOT: DATE
10/e/30
SEE DETAIL NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
EXISTING SHINGLES SEE DETAIL 2
(OPTIONAL) \� (REQUIRED ONLY FOR REQUIRED FOR PANEL o
v ` (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY.
A a41
AN
u n =
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT PANEL FASTENER PER ALLOWABLE
:
(OPTIONAL) PRESSURE TABLE o
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED @ 6" O.C. IN THE FIELD &
MIN. 2X- WOOD RAFTER/JOIST/ u 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
a
TYPICAL PANEL INSTALLATION X—SECTION g o
w
Z L-o
DEV O
0 d.0
- M
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. Z aLd op
Lo
(REQUIRED ONLY FOR M� I
NEW CONSTRUCTION) xNo
EXISTING SHINGLES _ MIN CRIMP
MIN 26 GA. cn o0
(OPTIONAL)
4i
ZW a i
EXISTING UNDERLAYMENT PLYWOOD a a
(OPTIONAL) IL Nom
DETAIL 19/32" THICK (MIN.) GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE v
FLORIDA BUILDING CODE (FBC). Z
IZ
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING
9-16 OR 10-14 WOODSCREWS WIDTH OF PANEL = 24". �<
# �{ 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS "o =
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT SPECIFIED ON THIS DRAWING. t
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36' O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS = ��
NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS o gm
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
(OPTIONAL) MIN 26 GA. 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.
EXISTING UNDERLAYMENT J PLYWOOD
(OPTIONAL) 19/32" THICK (MIN.) 2397-3
DETAIL2 SHEET NO.
1 OF
METAL,SALES MANUFACTURING CORPORATION
5 V-Crimp•Uplift,Loads
(Min.26 ga.)
Description Fastener Spacing Allowable Uplift
along Panel Length Load.
(in) (Psfl
Coverage width:. 24" $ 196.8
10 166.3
12 135.8
Panel Fasteners 14 105.3
#9-16 or#10-14 hex head 16 74.8
wood screws.with sealed 18 71.5
washer 20 68.2
22 64.8
24 61.5
26 58.2
28 54.9
30 51.6
32 48.2
34 44.9
36 41.6.
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 14645.3 and Metal,Sales current installation procedure.
3. Three or more spans condition.
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1216 N Lansing Ave,Suite C T,, o Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 FL 62240
918 492 5992