HomeMy WebLinkAboutProduct Approval EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
16 GA.5V-CRIMP PANEL'
FLORIDABUILDINGCODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645:2=R3
ROOFING q r 61;
�rr`,vr_r METAL ROOFING I
REVIEWED FOR
SEP i CODE COMPLIANCE
5T. Lucle County,Permi�ing
ST. LUCIE COUNTY
Prepared For: OCC
Metal Sales 1VIanufacturing Corporation
545 South 3rd Street, Suite 200
Louisville,KY 40202
Telephone: (502)855-4300
Fax! (502)855-4200
File
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Prepared By:
?' Bala Sockalingam,.Ph.D.,P.E.
Florida Professional Engineer#6224:0
1216 N Lansing Ave., Suite C
Tulsa,OK 74.106
Telephone: (91.8)492-5992
FAX: (918)493=3568
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page)
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Report No. C2182-2 3; :cc-z-
STATE OF 441
Date: 9.9.17 0,�• w.�
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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. TI 72-08,Reporting Date 4/29/08
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PANEL FASTENER SPACING 1'1 '/21/1.
SV—CRIMP SEE DETAIL 1 PER ALLOWABLE PRESSURE k
TABLE ON THIS SHEET. g
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n MIN. 2X_ WOOD RAFTER/JOIST/ W8
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UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: 19/32�DTHICK (MIN.)
AS PER MANUFACTURERS INSTALLATION 8d x 2.5" LONG RING SHANK NAIL
GUIDELINES OR 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
24" d
SV-CRIMP SEE DETAIL 1 U N
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M
7MIN.
GUIDELINES =UNDERL MENT SHALL BE INSTALLED PLYWOOD AS PER MANUFACTURER'S INSTALLATION MINIMUM ATTACHMENT: 19/32' THICK (MIN.) IIJ2.5" LONG RING SHANK NAIL >N2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS D0o
TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD & pp
ATPLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS <�
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE nl
SPACING (PSF) ZdZ °-
(IN) Q c
#9-16 OR #10-14 WOODSCREWS a
WITH SELF SEALING WASHER AT
24 64.5 a IL m
MAXIMUM SPACING OF 24" O.C. U oxo
18 131.3 Ug
5V-CRIMP 12 149.6 S
MIN 26 GA.
GENERAL NOTIES@ IN
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
NJ FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (1 = 0.017'). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
tz 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
CODE. IF AUM
DETAIL 1 REQUIIREMENTS NG OF THISDIFFERENCE DRAW NG &O THE OCCURS
CODE,THENCODE STHEIHALIL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS -Z
218SHEV
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. sH 2 2
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