HomeMy WebLinkAboutEvaluation ReportEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA. 5V CRIMP PANEL'
FLORIDA BUILDING CODE 5TA EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R2
ROOFING
THESE PLANS AND ALL PROPOSED WORK METAL ROOFING
ARE SUBJECT TO ANY COVECTIONS
REOUIRED BY FIELD INSKCTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Prepared For:
Metal Sales Manufacturing Corporation
O 545 South 31 Street, Suite 400
Louisville, KY 40202
s Telephone: (502) 855-4300
T. L COUNTY Fax: (502) 855-4290
BUILDINGING DIVISION
REVIEi4/EI)
FOR CO CE
REVI D BY /
DATE . — % —
PLANS A D PERMIT
MUST BE KEPT ON JOB OR Prepared By:
NO INSPECTION WILL BE MADE
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave Suite C
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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)
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBOM OF THE
CON RACiOR OF RECORD
Report No. C2010-3
Date: 3.27.15
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No 62
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Manufacturer:
Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
New Underlayment:
rL I 645.E-1tl
C2010-3
3.27.15
age 2 of 3
Metal Sales Manufacturing Corporation
SV-Crimp
24" wide coverage with (5) 1/2" high ribs
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Min. 19/32" thick plywood for new and existing
Designed and installed as per FBC 2014.
8d x 2.5" long ring shank nails or #8 x 2" long wood screws 6" O.C.
in the plywood field and @ 4" o.c. at edges I
Minimum underlayment as per FBC 2014 Section 1 07.4.5.1.
Required for new construction and optional for reroofing con truction.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507
.2
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) :748 fs ekng:—sIf�� enof 16" o..c.; I
196.75 psf @ fasten 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".
,.c._acanl wi i
�At,,,p�a en bends @ 6" oross pe
��4t�nferrxiediat� e� @`i�" o.c. across panel'widt
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
vith FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in a cordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowa le stress
design. The maximum support spacing listed herein sha 1 not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scop of this
Evaluation Report. Refer to FBC 2014.Section 1505 an current
1. '' } / �,4 Y � £�• ��
J � ,1
YL 19645.3-R2
C2010-3
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL 90 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, LLQ
Project No. 0103-0712-09, Reporting Date 9/1/09
EXISTING SHINGLES
(OPTIONAL)
NEW UNDERLAYMENT
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT -
(REQUIRED ONLY FOR
N - W CONSTRUCTION)
�CCI3FING SHINGLES -16
4UMNAL)
z tram-
—�-
(
npIsTTI
UNDERLAYMENT
L)
5
NFW UNDFRIAYMFNT
EACTMED AT DAAIE, n A'r
- - -- ,.. .
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 ETA I L
1 19/32" THICK (MIN.)
/-
#9-16 OR #10-14 WOODSCREWS
/
WITH SELF SEALING WASHER AT
/1
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
MIN 26 GA.
`- PLYWOOD
D ETAI L 2 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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