HomeMy WebLinkAboutProduct approvals, 5V metal EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R3
ROOFING
METAL ROOFING
Prepared For-:
Metal Sales Manufacturing Corporation
545 South 3r,Street, Suite 200
.Louisville,.KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
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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
Evaluation Report(3 Pages including cover)
Installation Details (1 Page)
No 62246
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wnCCrte."'Y5 .
STATE OF
Report.No,. C2182-3 i
Date: 9.9.17 ��� 5,0;R,,< * �
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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 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. 3/4' thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017.
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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.
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 Velol ity
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FL 14645.3-R3
C2182-3
9.9.17
Page 3 of 3
Hurricane Zone. Fire classification is not within scope of i 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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OPAWN BY: LNECKEO BY'
PLOT: �J/2S/13
NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
EXISTING SHINGLES SEE DETAIL 2 /—SEE DETAIL 1 (REQUIRED ONLY FOR REQUIRED FOR PANEL
(OPTIONAL) �� (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY.
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE
_ (OPTIONAL) PRESSURE TABLE ON THIS SHEET. o
8d x 2.5" LONG RING SHANK NAIL 0
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD & z
MIN. 2X_ WOOD RAFTER/JOIST/-/ 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
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TYPICAL PANEL INSTALLATION X—SECTION 0 o
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DEV p
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#9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE IV-,Y`
WITH SELF SEALING WASHER AT ul)
NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. FASTENERPRESSURE �_,0010
(REQUIRED ONLY FOR SPACING
NEW CONSTRUCTION) (IN) (PSF)
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5V-CRIMP 36 41.6 00
EXISTING SHINGLES MIN 26 GA.
(OPTIONAL) - w Ln
16 74.8 <t
m 8 196.75
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EXISTING UNDERLAYMENT - - - -
(OPTIONAL) PLYWOOD a a Nim
19/32" THICK (MIN.) GENERAL NOTES:
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D ETAI L 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE 0 0 �xN
FLORIDA BUILDING CODE (FBC). > Z Kom
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING "
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#9-16 OR #10-14 WOODSCREWS 3. WIDTH OF PANEL = 24". =Z
THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS - o m
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT 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
NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS g a
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
MIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
(OPTIONAL) — — 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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EXISTING UNDERLAYMENT PLYWOOD
(OPTIONAL) 19/32" THICK (MIN.) 2s 8r o.
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— DETAIL 2 - - - — of