HomeMy WebLinkAboutProduct Approval; Metal RoofingL/
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
`26 GA. ADVANTAGE-LOK II'
FLORIDA PRODUCT APPROVAL
FL 7271.5-R2
ROOFING
METAL=ROOFING
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910) 483-8897
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
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Report No. C1805-13
Date: 11.30.11
,%%1111111!!
SocKkIN�q�"i,,�
E N
No.62240
�a STATE OF
P4O�SOO
„�... o. ....
FL 7271.5-R2
C1805-13
11.30.11
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: Advantage-Lok II Panel
Panel Description: Max. 16" wide coverage with 1" high ribs
Materials: Minimum 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min 15/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2010.
Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
at plywood field and edges
Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5
Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2
Design Uplift Pressure: 59.4 psf @ fastener spacing of 6" o.c. in 15/32" thick plywood
(Factor of Safety = 2) 97.5 psf @ fastener spacing of 6" o.c. in 15/32" thick plywood with
3/16" diameter bead sealant in panel seam
107.9 psf @ fastener spacing of 4" o.c. in 19/32" thick plywood with
3/16" diameter bead sealant in panel seam
Panel Attachment:
At panel seam #10-12 x 1" long A -point pancake head screws
At panel ends 49-15 x 1.5" wood screw with washer — 4 per panel width
At panel sides #9-15 x 1.5" wood screw with washer. @ 12" o.c.
Seam Sealant: Sikaflex-201 Sealant
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
2010 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA for use of this product in High
Velocity Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2010 Section 1505 and current
FL 7271.5-R2
r C 1805-13
11.30.11
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. T185-06, Reporting Date 7/25/06
PANEL FASTENER
SEE DETAIL 1 & 2 PANEL OVERLAP SPACING PER ALLOWABLE
ROOF PANEL I —THIS SHEET WIND LOAD TABLE
n
u
n
V
V
8d x 2.5" LONG RING SHANK NAIL
u
UNDERLAYMENT SHALL BE INSTALLED
OR #8 x 2" LONG WOOD SCREWS
AS PER MANUFACTURER'S INSTALLATION
SPACED ® 6" O.C. IN THE FIELD &
GUIDELINES
AT PLYWOOD EDGES
MIN 26 GA. PANEL
UNDERLAYMENT
MIN 26 GA. PANEL
UNDERLAYMENT
MIN. LA_ WVVU KAPICK/JVIJ1/
TRUSS AT MAX. 24' O.C.
TYPICAL PANEL INSTALLATION X—SECTION
#10-12 X 1" PAN HEAD
WOOD FASTENER
PLYWOOD
q
DETAIL 1 15/32" THICK (MIN.)
FIELD ZONE
SIKAFLEX 201 SEALANT
3/16" BEAD
#10-12
AN HEAD
WOOD FASTENER
PLYWOOD (SEE PRESSURE
DETAIL 2 TABLE FOR THICKNESS)
PERIMETER &
CORNER ZONE
ALLOWABLE UPLIFT PRESSURE
ZONE
PANEL SIDELAP
MINIMUM
SEAM
PRESSURE
FASTENER
PLYWOOD
SEALANT
(pSF)
SPACING
THICKNESS
DIAMETER
ALONG RIB
FIELD
6"
15/32"
NONE
59.4
PERIMETER
6"
15/32"
3/16"
97.5
& CORNER
1
PERIMETER
4"
19/32"
3/16"
107.9
& CORNER
U o
M
Z �Nm
F I-nc�
Q �ZN
f=S ZLjM
K Y_,00
J
v ui�to
z o}
u
GENERAL NOTES:
BEEN DESIGNED IN ACCORDANCE WITH THE
9�
1. ARCHITECTURAL ROOF PANEL HAS
FLORIDA BUILDING CODE (FBC).
2. ALL ROOF PANELS ARE SHALL BE 26 GA. EFFECTIVE COVERING WIDTH OFy
NR
OF PANEL = 16".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
8
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
4
WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE.
a
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
o
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
z�
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
4Z
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
�a
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS:
1 OF 1