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I EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
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FLORIDA BUILDING CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL j
FL 14645.3-R2
ROOFING
METAL ROOFING
I
t Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 8554300
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Fax: (502) 8554290
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i
h! 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
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This report consists of i
Evaluation Report(3 Pages including cover)
Installation Details (1 Page)
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No 62240
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( Report No. C2010-3 STATE OF l w o
Date: 3.27.15 :�0, -••,ANI P <v,•�
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FL 14645.3-R2
C2010-A_.
3.27.15 r
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 48 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) 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: 49-16 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
2014 Section 1507.4
Product Lis: Design wind loads shall be determined for each project in accordance
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
coo> Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
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UR B -KED W.
BS. 0.5.
PLOT: MTE
5/25/15
EXISTING SHINGLESSEE DETAIL 2 SEE DETAIL NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
(OPTIONAL) (PANEL OVERLAP) NEW CONSTRUCTREQUIRED ION) ENDS ONLY.
��RA j REQUIRED OR PANEL a
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EXISTING UNDERLAYMENT '� �ANELFASTE'NFR PER ALLOWABLE -
(OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET.
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD.SCREWS
-- - _ -
SPACED C� 6" O.C.
MIN.
THE FIELD`& -
MIN. 2X_ WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
-- -- TYPICAL PANEL INSTALLATION- X—SECTION FILE
oo COPYOZZN
�wo
wo-
#9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE NYS
WITH SELF SEALING WASHER AT
NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE Lin
NEW CONDONLY STRUCTION)R
SPACINGpgF "fes I
(IN) ( ) to mNwo
EXISTING SHINGLES 5V-CRIMP
(OPTIONAL) MIN 26 GA. 36 41.6 0�
16 74.8 LL In
8 196.75 �
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EXISTING UNDERLAYMENT a o U e
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(OPTIONAL) 191/32" HICK (MIN.) GENERAL NOTES: � a
DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE ; Z ?oq
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING In �r
#9-16 OR #10-14 WOODSCREWS WIDTH OF PANEL = 24". zi'
WITH SELF SEALING WASHER AT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS � N
NEW UNDERLAYMENT SPECIFIED ON THIS DRAWING.
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 3 U o
NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS o
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES - 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
(OPTIONAL) MIN 26 GA. 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.
EXISTING UNDERLAYMENT PLYWOOD
(OPTIONAL) 19/32" THICK (MIN.)
DETAIL2 SHEET.NO.
1:
FL 14645.3-R2
C2010-3
3.27.15
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!.9/2-2/09
Architectural Testing, Inc.—West Palm Beach, FL
(Formerly Hurricane Test Laboratory;LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09