HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGa J,
EVALUATION REPORT OF
METAL SALES MANUFACTURING�EC� CORPORATION
426 GA. IMAGE I
FLORIIDA BUJLDI(NG CODE 5TH EDITION (2014)
FLORIDA PRODUCT APPROVAL
ST. LUCIE COUNTY E WILDiN(5 D
REVIEWED FOR COMPLIANC-
REVIE DDATE Y
PLANS AN P RMIT MUST BE KEP'
SITE OR NO INSPECTIONS) WILIi
FL 11560.5-R2
ROOFING
METAL ROOFING
FILE COPY
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3'd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855.4300
Fax: (502) 855-4290
CONCEALED FASTENERS OR ATTACHMENT'
ASTHE RESPONSIBILITY OF Ti-IE
CONTRACTOR O' RECvr.O
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
SCANNEL
BY
St Lucie County
TNtSE PLANS ANIJ ALL phop 7SED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
MADE
sort No. C2009-5
Date: 3.27.15
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STATE OF :44
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Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T241-07, Reporting Date 7/23/07
Hurricane Test Laboratory, LLC
HTL Report #: 0103-0714-09, Reporting Date 9/1/09
FL 11560.5-R2
C2009-5
3.27.15
Page 3 of 3
SEE DETAIL 1
—ROOF P'ANEE=-;
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
— - — MAX. 16"
UNDERLAYMENT SHALL BE INSTALLED 8d x 2.5" LONG RING SHANK NAIL
AS PER MANUFACTURER'S INSTALLATION v N OR #8 x 2" LONG WOOD SCREWS
GUIDELINES SPACED 0 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENING PATTERN 1
SEE DETAIL 2 ADHESIVE IN THE `
ROOF PANEL --\ �/ PANEL SIDELAP
n
u
I
ED
MAX. 16"
UNDERLAYMENT SHALL BE INSTALL8d x 2.5" LONG RING SHANK NAIL
AS PER MANUFACTURER'S INSTALLATION OR #8 x 2" LONG WOOD SCREWS
GUIDELINES SPACED ® 6" O.C. IN THE FIELD &
\—MIN. 2X- WOOD RAFTER/JOIST/ AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
FASTENING PATTERN 2
TYPICAL PANEL INSTALLATION X-SECTION
MIN 26 GA. PANEL
#10-12 X 1" LONG
PANCAKE SCREWS
DETAIL 1 AT MAX. 6" G.G.
UNDERLAYMENT PLYWOOD
19/32" THICK (MIN.)
SIDELAP ADHESIVE
NOM. 3/8" BEAD
MIN 26 GA. PANEL
�/10-12 X 1" LONG
PANCAKE SCREWS
AT MAX. 6' O.C.
D ETAI'L 2
UNDERLAYMENT
PLYWOOD
19/32" THICK (MIN.)
a LOCATION
PANEL FASTENER
—�— %SPACING--PER-ALL
r� / PRESSURE TABLE.
PLYWOOD
19/32" THICK (MIN.)
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
PLYWOOD
19/32" THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENING
PATTERN
FASTENER
SPACING
(IN)
ADHESIVE
BEAD SIZE
r
PRESSURE
(PSF)
1
24
NONE
84.25
1
6
NONE
102.7
2
6
3/8"
139.1
• 51OLUU' AUHtWV[ IN Inc riV"u --
CPN a NOTES:
1 ARCHITECTURAL
OR DA BUILDING ROOF
PANEL
HAS BEEN DESIGNED IN ACCORDANCE WITH THE
2. ROOF PANELS SHALL BE MIN. 26 GA. (t a 0.0167"). MAX. EFFECTIVE COVERING
WIDTH OF PANEL m 16".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4 PANEL REQUIREDDESIGN
GMAY IND NOTLOADS
BE NSTAALLED WHBE EN THENREQU RED FORD DESIGN CH WINT. THIS
D 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 AS
RREEQQUIRED-FORSEACH SAPPUCATION AND SES MUST BE SARE ETHE RESPONSBIILITYD To WITHSTAND NOFLOTH RS.
d
o
0,
W p u R
a CL $
I z
oats+
8N" >•2g
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i� .,1
-PAGE NO.
1 OF
S
FL 11560.5-R2
C2009-5
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name:
Image II
Panel Description:
Max. 16" wide coverage with 1 " 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 for new and existing constructions. Designed
and installed as per FBC 2014.
Deck Attachinent:
8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum)
in the plywood field and edges
Un!derlayment:
Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope:
2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure:
84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2)
102.7 psf @ fastener spacing of 6" o.c.
139.1 psf @ fastener spacing of 6" o.c. with 3/8" bead adhesive in
panel sidelap
Fastener Pattern:
At panel seam #10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of/4".
Sidelap Adhesive: Schnee -Morehead SM7108 Permathane adhesive
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
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 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 2014 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.