HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGI
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EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
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FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R3
ROOFING
METAL ROOFING
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
SCANNED
BY
St Lucie County
THESE PLANS AND ALI- PROPOSED WORK
ARE SUBJECT TO ANY CORRECrt10NS
REQUIRED BY FIELD INSPECTORS THAT
P Y� MAY BE NECE.,SSA,R? 1N Oti qE- TO
Prepared B COl��dPLY ��liTia A;-� fP 1-�A CEDES.
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) o®+c�ats�e�soso
Installation Details (1 Page) `��%`° S0CKAt/ti ,i,-�
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ST. LUCIE COUNTY BUILDING DIV ON
REVIEWED FOR CO PLIANCE
REVI 1•C
DATE I
PLANS AN PERMIT MUST BE KEPT JOB
SITE OR NO INSPECTION(S) WILL MADE
Report No. C2182-3
Date�..17
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No 62240 ,.
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Manufacturer:
Product Name:
Panel Description:
Materials:
as FL 14645.3-R3
C2182-3
9.9.17
Page 2 of 3
Metal Sales Manufacturing Corporation
5V-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).
Deck Description: Min. 19/32" plywood or min. 1/4" 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 field and @ 4" o.c. at 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:
i
Design Uplift Pressure:
(Factor of Safety = 2)
Fastener Pattern:
Type:
I At panel ends
I At intermediate
I Test Standards:
!Code Compliance:
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.
41.6 psf @ fastener spacing of 36" o.c.
74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
#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".
@ 6" o.c. across panel width
@ 12" o.c. across panel width
Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
lProduct 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 support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
FL 14645.3-R3
C2182-3
9.9.17
Page 3 of 3
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: 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, LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09
I
NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
=5 SEE DETAIL 2 SEE DETAIL 1 (REQUIRED ONLY FOR REQUIRED FOR PANEL 3
-,,,,,,-SEE
� (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY.
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EXISTING UNDERLAYMENT / PL ANEL FASTENER PER ALLOWABLE
(OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET.
8d x 2.5' LONG RING SHANK NAIL
OR #8 x 2° LONG WOOD SCREWS
SPACED ® 6' O.C. IN THE FIELD &
MIN. 2X_ WOOD RAFTER/JOIST/ 4' O.C. AT PLYWOOD EDGES g
TRUSS AT MAX. 24' O.C.
a
TYPICAL PANEL INSTALLATION X—SECTION g
Z �o
"P8
/— #9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE G'�p
WITH SFI F SFAI ING WASHFR AT
IRONLYENT FOR MAXIMUM SPACING OF 36' O.C. FASTENER PRESSURE
?TRUCTION) SPACING (PSF)
5V-CRIMP
CLES MIN 26 GA. 36 41.6
16 74.8
8 196.75
Jm
» .
�B
W T
EXISTING U
(OPTIONAL)
I
NEW UNDERLAYMENT
(REOUI(ED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
`PLYWOOD
D ETAI L 1 19/32' THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
F MIN 26 GA.
EXISTING UNDERLAYMENT J V PLYWOOD
(OPTIONAL) 19/32' THICK (MIN.)
I DETAIL 2
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GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
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=$
FLORIDA BUILDING CODE (FDIC).
2. ROOF PANELS SHALL BE MIN. 26 GA It = 0.0169"). EFFECTIVE COVERING
1
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z
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS"N
-
�d
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
-
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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.