HomeMy WebLinkAboutProduct Approval; Metal RoofingEY-A.I. uAnwN REPORT OF
AMTAL S>, :,ES 11A �C']C , Rd 'GORATION'
FLORIDA BUILDING CODE 6TO JOITION (2011)
FLORIODA .PRWCT APPROM—
FL ,14645.112-R3
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Prepared For:
Metalsales M-anufaeturinng Corporatid.n
545 South 3rd Street, Suite 1'00.
Looi ville,1KY :40202
'I['elpp one (502) 855-4300
Fax: (502) 855.4200
Prepared B :
Bala Sockalingam, Ph.D., P.E.
IFloa nda Professional Engineer #6.22:4.0
1216 N Lansing Ave:; Suite-C
Tulsa, ok 74106
Telephon.o: (918) 492-5992
FAX: (866)- 3664543
RECEIVED
NOV 1. 9.. ;1010
Permitting Department
St. Lucie County
T.his.repori consists of
Evaluataorn .Report (3 Pages including cover) ��0q�s�>ltanirpsagy�4
Installation Details (1 Page). �®%��P SQC�!�C/�V' '�-io�
I,oad'Span Table ( Page) ��a ��,•�� E N° fi•a, 9,��
Report Nm. C2182-12.
bate: 9.937
No 62240
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FL 14645.12-R3
C2182-12
9.9.17
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. 7/16" thick OSB or min. 15/32" thick Plywood or min. W thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
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 edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 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 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Allowable Uplift Load: 20.8 psf @ fastener spacing of 24" o.c
(Factor of Safety = 2) 63.5 psf @ fastener spacing of 6" o.c
86.55 psf @ fastener spacing of 6" o.c with 3/8" bead adhesive in
panel sidelap
Fastener Pattern: #10 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 UL580-94 (Rev 98) `Uplift
Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof
Covering Systems'.
Test Equivalency: The test procedures in UL 580-94 comply with test procedures
prescribed in UL 580-06.
The test procedures in UL 1897-98 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4
FL 14645.12-R3
C2182-12
9.9.17
Page 3 of 3
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580/UL1897 Test Reports
Farabaugh Engineering and Testing Inc.
Project No. T176-11, Reporting Date 4/26/11
Project No. T260-11, Reporting Date 8/15/11
ROOF PANEL
ROOF PANEL
EXISTING SHINGLES
SEE DETAIL 1 (OPTIONAL)
_ /
MIN. 2X_ WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
NEW UNDERLAYMENT -
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
MAX. 16"
�- MINIMUM ATTACHMENT:
EXISTING UNDERLAYMENT 8d x 2.5" LONG RING SHANK NAIL
(OPTIONAL) OR #8 x 2" LONG WOOD SCREWS
SPACED m 6" O.C. IN THE FIELD &
AT EDGES
FASTENING PATTERN 1
EXISTING SHINGLES NEW UNDERLAYMENT
SEE DETAIL 2 (OPTIONAL) (REQUIRED ONLY FOR ADHESIVE IN THE
/ n \ NEW CONSTRUCTION) -� PANEL SIDELAP
EXISTING UNDERLAYMENT LN�MINIMUM ATTACHMENT:
(OPTIONAL) 8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN THE FIELD &
AT EDGES
FASTENING PATTERN 2
NEW UNDERLAYMENT TYPICAL PANEL INSTALLATION X—SECTION
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES #10 PANCAKE SCREW
(OPTIONAL) @ MAX. 24" O.C.
PANEL
MIN 26 GA.
DETAIL 1
EXISTING UNDERLAYMENT -
(OPTIONAL)
NEW UNDERLAYMENT -
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
DETAIL 2
EXISTING UNDERLAYMENT
(OPTIONAL)
- OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
SIDELAP ADHESIVE
NOM. 3/8" BEAD
#10 PANCAKE SCREW
® MAX. 6" O.C.
PANEL
/—MIN 26 GA.
OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
i n-
SiDELAP ADHESIVE
LOCATION
PANEL FASTENER
SPACING PER UPLIFT
LOAD TABLE.
\—OSB 7/16" THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
\—OSB 7/16 THICK (MIN.) OR
PLYWOOD 15/32" THICK (MIN.)
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 = 0.018'. MAx, EFFECTIVE COVERING
WIDTH OF PANEL = 16".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING do 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 RESPONSISIUTY OF OTHERS.
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II 1 OF 1 II
METAL SALES MANUFACTURING CORPOIRATION,
Image IM, pfift Loads
(M, n. 26 ga.)
DescriptionFastener S 1. pacing
I along Panel Length
Allow -able Uplift
Load
Coverage width: 1611
Panel Fastener,
#I O= 12 pancake. head screws
6
615
8 58.
... ....... ..... .
10 . .. ..... . . . . .......
12
. .....
.. 49.8
41.5
.... . ....... . .
35.6
31,J
14
16
IS
------20
22
24
22..6 . . . .. ..... ..........
20,8
With Sidelap an
Sealant
I
6
-
86.55
Notes:
1. The bold numbers indicate dosign.loadsQ.alculated from test data with safetyfactor of 2.
2. Panels niust be installed as per Evaluation Report FL 14645.12 and Metal Sales euttefit installationprocedure.
3. Three or more, span
.5 condition.
E 1q.
0
No 62240
S TAT E 0 F 014U 4F
0 R 1
1216 N Lansing Ave,, Suite C
Tulsa,.Ok 74106
918 492 5992
.Bala Sockalingam, Ph.D., P.E.
FL 62240