HomeMy WebLinkAboutEvaluation ReportEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
126 GA. 5V-CRIMP PANEL'
FI;ORIDA BUILDING CODE 5Tu EDITION (2014)
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ARG SU -OT TO AN'd C4�'*Di10N8 ROOFING
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COF191PLI, E
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DATE ' —
P NS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
CONCF,q S FASiU1, , ..
ARE THE RESPONSIBILITY Uf 1 HE
CONTRACTOR OF RECORD
Prepared For:
I 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
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page) ��11111rfta
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Report No. C2010-3
Date: 3.27.15
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FL 14645.3-R2
C2010-3
3.27.15
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" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 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.
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 4.8'psf a@7faste er sp cmgoflfs' o.c: ,i
96. psf @ fastener spacing of '8o.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".
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonst cm ce ith FBC
2014 Section 1507.4 i
Product Limitations: Design wind loads shall be determined for each project in acco �'e
with FBC 2014 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
Hurricane Gone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
EXISTING SHINGLES .. SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMENT
(OPTIONAL) j %{PANEL OVERLAP) (REQUIRED ONLY FjR
t
NEW CONSTRUCTION
NEW UNDER!AYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
FASTENER AT PANEL FLAT
REQUIRED FOR PANEL
ENDS ONLY.
L_ EXISTING UNDERLAYMENT MINIMUM ATTACHMENT:
(OPTIONAL) 1 Bd x 2.5" LONG RING SHANK NAIL
t..
} OR #8 x 2" LONG WOOD SCREWS
SPACED 06" O.C. IN THE FIELD &
MIN. 2X_ WOOD RAFTER/JOIST/--/ 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
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
D ETAI L
1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
3
--
N 26 GA. MGA.
�- PLYWOOD
19/32" THICK
DETAIL 2
PANEL FASTENER PER ALLOWABLE
PRESSURE TABLE ON THIS SHEET. )
ALLOWABLE UPLIFT PRg
FASTENER' - PRIESSEI
_.. PACING (PSF)
(IN)
W 41.5
( 8 }' 196.75 1
5V-CRIMP
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 = 0.01691. 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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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. 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/l/09
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