HomeMy WebLinkAboutEVALUATION REPORTEVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'126 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5Tu EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R2
ROOFING -
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3'd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-42"
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing.Ave., Suite C
Tulsa, OK 74106
• Telephone: (918) 492-5"2
FAX: (918) 493-3568
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
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No 62240cc
Report No. C20104
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Date: 3.27.15
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Manufacturer:
Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
Underlayment:
Slope:
Metal Sales Manufacturing
5 V-Crimp
24" wide coverage with (5) 1/2"
ribs
FL 14645.4-R2
C2010-4
3.27.15
Page 2 of 3
Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Min. 7/16" thick OSB or min. 1
24" for new and existing constru
FBC 2014.
8d x 2.5" long ring shank nails
in the plywood field and edges
Minimum underlayment as per
1 /2:12 or greater in accordance
" thick plywood at max span of
�s. Designed and installed as per
#8 x 2" long wood screws @ 6" o.c.
2014 Section 1507.4.5.1
a
FBC 2014 Section 1507.4.2.
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36' O.C.
(Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" 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" and installed as per Metall Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in acco:
of Roof Assemblies' & UL 1
Systems'.
Code Compliance: The product described herein
2014 Section 1507.4
Product Limitations: Design wind loads shall be del
with FBC 2014 Section 1609
design. The maximum fasten
exceeded. This evaluation rel
Hurricane Zone. Fire classif
Evaluation Report. Refer to
approved roofing materials di
from an accredited laboratory f
ice with UL580-06 `Uplift Resistance
-04 `Uplift Tests for Roof Covering
demonstrated compliance with FBC
mined for each project in accordance
r ASCE 7-10 using allowable stress
spacing listed herein shall not be
rt is not applicable in High Velocity
ation is not within scope of this
'BC 2014 Section 1505 and current
ctory or ASTM E108/UL790 report
fire ratings of this product.