HomeMy WebLinkAboutProduct Approval ' VED
MAR I1 2020
E'tTALUATI0I�T.REPOR'l['t'�Lr". - � '
1VIETAL:SALES M-ANUFAC'X'URIN.,Tp CORPORATIaNT.'Lude County, Permitting
Q2h`GA.°5V'-CRI:M PTANEL':
FLORIDA.BIT.ILI?IN."+C,ODE,GTI EDr1'roly(2010-
FLORID:A.PRODOU APPROVAt
.YL 14645
ROFiltii
MVTAL ROOFING
. :Prepacecl;For ,
:1VIetal Sales IVlanufcturing Corporation
545:SouthYl aStree4 Suite Z00
LouisvRIO;KY 40202
'Telephone: ,(502)85-543,010
Fax: .+j501 855-4200 . .
:Prepared By
Bala`Sockalingam,PhD-.,,'P-A.
Florida Professiarial Engineer##62240
J2 6 N Lansing Ave,,Suite;C
Yuma,OK 74106
Telephone• ( 18}492-5992 °
EAX (918)493=3568 :
a
File COPY
-This report consists of
Evaluation Reporf:(3".Pages including eover)
Yustallail6a Details.(1 Page)
• r
No 622- {) ,
Report.No. C2182.4, �.
STATE. >.OF
Date:,9:9:17 , ;VXV. A-
'19
�"4a
FL 14645.2-R3
C2182-2
9.9.17
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
Galvalume coated steel (ASTM A792)or painted steel (ASTM A755).
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 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1
Slope: 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: 84.5 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2) 131.3 psf @ fastener spacing of 18" o.c.
149.6 psf @ fastener spacing of 12" 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".
At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between
ribs)
At intermediate 4 fasteners per panel width. (4 located adjacent to ribs)
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
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. 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
FL 14645.2-R3
C2182-2
9.9.17
Page 3 of 3
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. T235-07,Reporting Date 7/12/07
Project No. T172-08,Reporting Date 4/29/08
�Da
as os
aar: wie
PANEL FASTENER SPACING ''' '�"/"
5V-CRIMP SEE DETAIL 1 PER ALLOWABLE PRESSURE H
TABLE ON THIS SHEET. 3
77" �
\ii/ r
PLYWOOD
UNDER MENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32" THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION Bd x 2.5" LONG RING SHANK NAIL
MIN. 2X-WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
SEE DETAIL 1 24" d
5V-CRIMP
0
U N
® I U' FN
z —O
NCO
KMIN.
UNDERLAYMENT SHALL BE INSTALLED PLYWOODMINIMUM ATTACHMENT' 19/32" THICK (MIN.) _ Lo
��-M
AS PER MANUFACTURER'S INSTALLATION toGUIDELINES x 2.5" LONG RING SHANK NAIL
2X-WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS TErN 0
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES 6 N�
FASTENER PATRN AT PANEL ENDS
Lo
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE L
SPACING (PSF) d d
#9-16 OR #10-14 WOODSCREWS (IN) a U
WITH SELF SEALING WASHER AT 24 84.5 a
a
MAXIMUM SPACING OF 24" O.C. 52
18 131.3 zV
5V-CRIMP
MIN 26 GA. 12 149.6 0
s
GENERAL NOTES; 8
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017 . EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
_ SPECIFIED ON THIS DRAWING.
UNDERLAYMENT PLYWOOD 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
19/32"THICK (MIN.) 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
D ETAI L 1 REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS —Z
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. Z1BZ
s 82 2
' OF '