HomeMy WebLinkAboutEVALUATION REPORTf' SCANNED
St Lucie Cob
EVALUATION REPORT OF
METAL SALES MANUFACTURING COI
'26 'GA. 5V-CRIMP' PANEL'
ST LUCIE COUNTY
BUILDING DIVISIO
F�EarJGEV
FOR co{Yd&�L e
EVIEWED BY
PLANS AND PEIRIAIT
MUST BE: ICEPT 014 JOB OR
NO INSPECTION WILL B5 MADE
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FLORIDA BUIIIDING CODE 6TH EDITION (2017
FLORIDA -PRODUCT APPROVAL THESE PLANS AND ALL PROPOSED WORK
FL '14645.3-R3 ARE SUBJECT TO ANY CORRECTIONS
ROOFING REQUIRED BY FIELD INSPECTORS VAT
METAL ROOFING 'MAY BE NECESSARY IN ORDER TO
OCIMPLY WITH ALL AR)WOOL9 99MIA
Prepared For:
Metal Sales Manufacturing Corporation.
545 South Yd Street, Suite 200.
Louisville,, KY 40202
Telephone: ,(502) 855-4300
Fag: (502) 855-4200
Prepared, By:
Bala Sockalingam, Ph.D:, P.E.
Florida -'Professional Engineer #62240
12,16 N(Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492=5992
FAX: (866) 366-1543
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILrrY OF THE
CONTRAOTOR OF RECORD .
This, report consists of
Evaluation Report (3 Pages, including cover) e00ti®la10�e,,00�
Installation Details (1 Page) `�o 50CKAL��
Report No. C2182-3'
Date: "9.9.17
No 62240
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FL 14645.3-R3
C2182-3
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp ,
Panel Description: 24" wide c Iverage with (5) 1/2" high ribs
Materials: Min. 26 gal, 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/321 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 @ 4 o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 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.
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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.
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Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 74.8 psf @ fastener spacing of 16" O.C.
196.75 psf @ 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".
At panel ends @ 6" o.c. across panel width
At intermediate @ 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
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 support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
FL 14645.3-R3
'C2182-3
9.9.17
Page 3 of 3
Hurricane Zone. Fire classification is not within scope of this
Evaluation. Report. Refer to FBC 2017 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
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EXISTING SHINGLES
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
SEE DETAIL 2 SEE DETAIL NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
✓-(REQUIRED ONLY
1 (PANEL OVERLAP) NEW CONSTRUCTION)RF\ ` ENDSIRED ONLY.OR PANEL
EXISTING UNDERLAYMENT
(OPTIONAL) MINIMUM ATTACHMENT:
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
TRUSS
MIN. AT MAX. 24" O.C. 2X_ WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS - - WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
PLYWOOD
DETAIL 1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
PLYWOOD
DETAIL 2 19/32" THICK (MIN.)
PANEL FASTENER PER ALLOWABLE
PRESSURE TABLE ON THIS SHEET.
- - - ---" --- ALLOWABLE --UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
16
74.8
8
196.75
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. (t = 0.0169"). 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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