HomeMy WebLinkAboutEVALUATION REPORT - ROOFINGr � �
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORA
'29 GA. CLASSIC RIB PANEL'
SEP 2 6 2019
ST. Lucie Couna,
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT AWROVAL
FL 14645.11-R3
ROOFING SCANNED
METAL ROOFING BY
St. Lucie County
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd'Street, Suite 200
Louisville, KY 40202
Telephone: (502) 8554300
Fax: (502) 8554200
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
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This report consists of
Evaluation Report (3 Pages including cover) `���ts��iir���+so�
Installation Details (1 Page) �``�,P �'�CKA�.N6 *',,
Report No. C2182-11
Date: 9.9.17
CO
No 62240
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13 STATE OF
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NEW UNDERIAYMEM
(REQUIRED ONLY FOR NEW CONSTRUCTION) I PANEL FASTENER
CLASSIC RIB SEE DETAIL 1 EXISTIG SHINGLES Imo— 9' (TYP.) SPACING PER ALLOWABLE
THIS SHEET (OPTIONAL) PRESSURE TABLE
ON THIS SHEET
n i
\ _ /
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT:MIN. 2X— WOOD RAFTER/JOIST/ (OPTIONAL) OR #8 x^2LOLONGI WOOD J SCREWS
TRUSS AT MAX. 24' O.C. SPACED ® 6' O.C. IN THE FIELD &
AT EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
36'
CLASSIC RIB EXISTING SHINGLES NEW UNDERLAYMENT
(OPTIONAL) (REQUIRED ONLY FOR
NEW CONSTRUCTION)
L— EXISTING UNDERLAYMENT /\ � MINIMUM ATTACHMEM:
(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 0 6' O.C. IN THE FIELD &
AT EDGES
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION
I-.— 1 3/4' 1 3/4'
1/4'-14 X 7/8' TEK SCREW
NEW UNDERfAYMEM SPACED AT'12' O.C.
(REQUIRED ONLY FOR g _ (OPTIOWM.) #9-16 OR fl10-14 WOODSCREWS
NEW CONSTRUCTION) _ WITH SELF SEALING WASHER AT
EXISTING SHINGLES MAXIMUM SPACING OF 24' O.C.
(OPTIONAL)
CLASSIC RIB
MIN 29 GA.
EXISTING UNDERLAYMENT
(OPTIONAL)
DETAIL 1
PLYWOOD
15/32' THICK (MIN.)
1/4'-14 X 7/8' TEK SCREW
SPACED AT 12 O.C.
(OPTIONAL)
THICK (MIN.)
1/4'-14 X 7/8' TEK SCREW
SPACED AT 12' O.C.
(OPTIONAL)
(MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE
SPACING (PSF)
(IN)
24 68.4
12 138.5
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS ARE SHALL BE MIN 29 GA (t = 0.0131. EFFECTIVE COVERING
WIDTH OF PANEL = 36'.
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.
01
FL 14645.11-R3
C2182-11
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Classic Rib
Panel Description: 36" wide coverage with (5) 3/4" high ribs
Materials: Min. 29 ga., 80 ksi steel or 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. 15/32" thick plywood or min. %" 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 2.511 long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the 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.
Substrate (optional): Min 1" x 4" No. 2 SYP wood purlins over one layer of asphalt
shingles/felt (optional) and min. 15/32" thick plywood deck fastened
to supports at maximum 24" o.c. Wood purlins shall be fastened to
wood rafters with (2) #9 x 3" long wood screws. The wood purlins
will be spaced same as panel fastener spacing along panel length. The
wood purlin, purlin to the rafter connection and rafters must be
designed by others to the carry the load imposed on the panels and
installed as per FBC 2017.
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: 68.4 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) 138.5 psf @ fastener spacing of 12" o.c.
Fastener Pattern
Type: #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 @ 3.511-5.5"-3.5" o.c. across panel width
At intermediate @ 9" o.c. across panel width with two fasteners at each sidelap.
t
FL 14645.11-R3
C2182-11
9.9.17
Page 3 of 3
Sidelap Attachment: /4"-14 x 7/8" long SDS with washer @ 12" o.c. Recommended for
(Optional) roof slope less than 3:12.
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' and FM 4470 Section 5.5 `Resistance to Foot
Traffic'.
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.
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
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 fastener spacing listed herein shall not be
exceeded. 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. T206-10, Reporting Date 4/27/10
FM 4470 Test Report
ENCON Technology Inc.
C1587-2, Reporting Date 5/17/08