HomeMy WebLinkAboutEVALUATION REPORT EVALUATION REPORT OF RECEM
METAL SALES MANUFACTURING CORPORATION AUG 2 6 2021
`26 GA. 5V-CRIMP PANEL' St facie county
�°cvvt�iNi�6
FLORIDA BUILDING CODE 7TH EDITION(2020)
FLORIDA PRODUCT APPROVAL '�e
FL 14645.4-R4 2 �� gOPY
ROOFING RII Ems' D FOR
METAL ROOFING CODE COMPLIANCE
ST. L CIE CORN Z
HOCC
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd 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
FAQ:: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
'=
Load Span Table (1 Page) `'` 'SG. .GKAL/`�v�
m
No 62240
Report No. C2397-4 .. gTATE of
W
Date: 10.7.2020 / x- o ,p�•'��e;�,
ae r.i+
FL 14645.4-R4
C2397-4
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) or
ZD
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 7/16" 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 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 plywood field and edges. Designed as per FBC 2020.
Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
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: 30.0 psf at fastener spacing of 36" o.c.
(Factor of Safety= 2) 172.5 psf at fastener spacing of 6" 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".and installed as per Metal Sales current installation procedure.
Fasteners are corrosion resistant as per FBC 2020 Section 1507.4.4.
At panel ends 6" o.c. across panel width
At intennediate 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
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
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
design. The maxiinum fastener spacing listed herein shall not be
FL 14645.4-R4
C2397-4
10.7.2020
Page 3 of 3
exceeded. 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 E1081UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Constriction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
DRAWN BY: CHECKED BY.
PANEL OVERLAP Bs. Ds.
SV-CRIMP FASTENER AT PANEL PLOT' °Pioje/za
SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL FLAT o
`C ENDS ONLY.
f
PAN
MINIMUM ATTACHMENT: EL FASTENER PER UPLIFT
8d x 2.5" LONG RING SHANK NAIL LOAD TABLE o
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
MIN. 2X- WOOD RAFTER/JOIST/ d
TRUSS AT MAX. 24" O.C. O o
o
TYPICAL PANEL INSTALLATION X-SECTION " N
wN
Z ~O
2 pN
7 Mop
#9-16 OR #10-14 WOODSCREWS ¢ NY�
WITH SELF SEALING WASHER AT o o
MAXIMUM SPACING OF 36" O.C. M J cc)J
N S�0 Lu �-f
5V-CRIMP 00
MIN 26 GA. o
4�
L0
w
W ° T
GENERAL NOTES: z
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a
UNDER[WMENT FLORIDA BUILDING CODE (FBC). a Nam
OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING
DETAIL 1 PLYWOOD 15/32" THICK (MIN.) WIDTH OF PANEL = 24". v U^
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS 0
z zxm
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
#9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 0 >2�
WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. v)
MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA Nt, w
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM om a
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.
7, REQUIRES APPLIED LAP SEALANT FOR ROOF SLOPE < 3:12.
UNDERLAYMENT DRT N , REV.
V OSB 7/16" THICK (MIN.) OR 2397-4
DETAIL 2 PLYWOOD 15/32" THICK (MIN.) SHEET ND.
1 OF '
.y
a
METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min.26 ga.)
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) (psf)
Coverage width: 24" 6 112.5
9 120.0
12 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
27 40.0
30 36.0
33 32.7
36 30.0
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 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
,,osaas€��sa
GCK � 5
30 62240
S OF e`Q1a:
1216 N Lansing Ave.,Suite C 1 c'•� Za 2� Bala SockalinQam,Ph.D.,P.E.
Tulsa,Ok 74106 y FL 6224'0
9184925992