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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION _
'26 GA. 5V-CRIMP PANEL' R DE f FE V.
AUG ? 120117
PE[i.M[171NG
FLORIDA BUILDING CODE 5TH EDITION (2014) St. Lucie COUnty, i=L
FLORIDA PRODUCT APPROVAL
FL 14645.3-R2
ROOFING
THESE PLANS AND ALL PROPOSED WORK METAL ROOFING
ARE 8BIFCT 10 ANY r"o'l- EGTIONS
RFOUIRED �Y HELD INGIWxCTQCM THAT
MAY CAE NIcGEaS1 N IN 0,90F,R TO
CONIM WITH AWL A!'PLICIOU, 00Q.01
=' Prepared For:
Metal Sales Manufacturing Corporation
545 South 3`1 Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF !RECORD
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106 j �' dq/ Z
Telephone: (918) 492-5992 ST. LUCIE COUNTY
FAX: (866) 366-1543 BUILDING GDd�®ON
REVFOR OOPldPL ,gOE
REVIEWED BY
DATE ��'—� — 7
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
This report consists of NO INSPECTION WILL Be MADE
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
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 4�1� 6psfa@=taste spacing of 36":o cyDN� ',
(Factor of Safety = 2) fastener'spacmgof 16" o.c. Zc��� Z_=.
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 k5F'WQ2 - 3 PStaYlnd
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: 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
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
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 9/22/09
Architectural Testing, Inc. — West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/l/09
EXISTING SHINGLES
(OPTIONAL)
crr M=All I NEW UNDERLAYMENT
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
#9-16 OR #10-14 WOODSCREWS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C.
NEW CONSTRUCTION)
EXISTING SHINGLES MIN CRIMP
MIN 26 GA.
(OPTIONAL)
EXISTING UNDERLAYMENT-� PLYWOOD
(OPTIONAL) DETAIL 1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C.
NEW CONSTRUCTION)
EXISTING SHINGLES 5V-CRIMP
(OPTIONAL) 4 /- MIN 26 GA.
EXISTING UNDERLAYMENT
(OPTIONAL)
DETAIL 2
PLYWOOD
19/32" THICK (MIN.)
5V—CRIMP
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
36
41.6
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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