HomeMy WebLinkAboutEVALUATION REPORTSCANNED Y EVALUATION REPORT OF
� mo, METAL SALES MANUFACTURING CORPORATION
`26 GA. SV-CRIMP PANEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R3
ROOFING
META1, ROOFING
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i
Prepared For:
Metal Sales Manufacturing Corporation
545 South t1d Street, Suite 200.
Louisville,, KY 40202
Telephone: ,(502) 855-4300
Fax: (502)'855-4200
RECEIVED
MAR 3 0 2018
ST, Ls.ciQ County, Permitting
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional'Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
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Telephone: (918) 492-5992
FAX:, (866)' 366-1543
This report consists of
Evaluation Report (3 Pages including cover) �a��►11°'a�►�10
Installation Details (1 Page) .v°� SOCKAL//V��.,�
Report No. C2182-3
Date: 9.9.1.7
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C2182-3
Manufacturer:
Product Name:
Panel Description:
Materials:
9.9.17
Page 2 of 3
Metal Sales Manufacturing Corporation
5 V-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. 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 field and @,4" o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum underpayment 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.
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) ® 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern
Type: 6 #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".
At panel ends @ 6?' o.c. across panel width
At intermediate @ 12" o.c. across panel width
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
2017 Section 1507.4.
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 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
EXISTING SHINGLES
(OPTIONAL)
NEW UNDERLAYMENT —
(REQUIRED ONLY FOR
- NEW CONSTRUCTION) -
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
e rr -All 4 NEW UNDERLAYMENT
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X—SECTION
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
F MIN 26 GA.
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
MIN 26 GA.
PLYWOOD
DETAIL 2 19/32" THICK (MIN.)
5V-CRIMP
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
36
41.6
16
74.8
8
196.75
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 = 0.0169"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & 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 RESPONSIBILITY OF OTHERS.
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1 OF 1
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METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads.
(Min. 26 ga.)
Description
Fastener'.Spacing.
along.panel length
(in)
Allowable Uplift
Load
(Psf)
Coverage width: 24"
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer
6
172.5
9
120.0
12
90.0
15
72.0
18
60.0
21
51.4
24
45.0
27
40.0
30
36.0
33
32.7
36
30.0 L�J
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL,14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
1216 N Lansing Ave., Suite C
Tulsa, Ok 74106
918 492 5992
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Bala Sockalingam, Ph.D., P.E.
FL 62240