HomeMy WebLinkAboutEVALUATION REPORTSCANNED
BY
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
126 GA. 5V--CRIMP PANEL'
FLORIDA BUILDING CODE 6TIfEDITION'(20117)
FLORIDA PRODUCT APPROVAL
FL 14645.2mR5
ROOFING
METAL R
I-.,- - -- - -OOFINQ
Prepared for:
Metal Sales'Manufacturing Corporation)
545 South V Street, Suite 200
Louisville, KY 40702
Telephone: (502),855-4300
ST. LUCIE COUNTY BUILDING DIVISION Fait (501) 855-4200
REVIEWED FOR COMPLIANCE
REVIEWED
DATE
PLANS AND PERMIT MUST BE KEP ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
Prepared By:
Bala Sockalijagaifi, Ph-.D., P.E.
Floridaida Professional Engineer #612) 40
'1116N Lansing Ave., ;Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (918) 40-3568
THESE PLANS AND ALL PROPOSED WORK
,ARE SUBJECT TO ANY CORRECTIONS
'REQUIRED BY FIELD INSPECTORS THAT
i MAY O BE NECESSAY IN ORDER T
COMPLY WITH ALLRAPPLICABLE CODES.
This report consists of I'
Evaluation Repor t;(3 Pages including
Installation Details (1fage)
CONCEALED FASTENERS OR AT TACHMENTS
ARE THE RESPONSIBILITY OF THE
"ONTRACTOR OR RECORD
Report No. C2182.-2
Date: 9.9.17
cover)
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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).
—' eW--ec- i iie Min. 19/32" 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 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.a.---
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)
a4''fa'steners per panel width. (4 located adjacent to ribs)
�...�!
-e_si Standards:,3:ti,_!;;
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
rf FL 14645.2-R3
' C2182-2
9.9.17
Page 3 of 3
approved roofing materials directory o'r ASTM E108/UL790, report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering andlesting Inc
Project No. T235-07, Reporting Date 7/,12/07
Project No. T172-08, Reporting Date 4/29/08
5V—CRIMP
SEE DETAIL 1
PANEL FASTENER SPACING
PER ALLOWABLE PRESSURE
TABLE ON THIS SHEET.
u
II
�
II
II
UNDER YLA MENT SHALL BE
MINIMUM ATTACHMENTPLYWOOD
: 19/32" THICK (MIN.)
INSTALLED
AS PER MANUFACTURER'S NSTALLATION
8d x 2 5" LONG RING SHANK NAIL
5V-CRIMP
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
MIN. 2X- WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 24" O.C. —\
D ETAI L 1
WULLINtS -- - -'- --.._ ....._ _. ....... ....._
OR #8 x 2" LONG WOOD SCREWS
SPACED @ 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION
5V-CRIMP
MIN 26 GA.
'LYWOOD
9/32" THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
24
84.5
18
131.3
12
149.6
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. (1 = 0.017"). 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.
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