HomeMy WebLinkAboutEVALUATION REPORTI lk
SCANNED
BY
1p9a colintv
EVALUATION KLrUXt OF
METAL. SALES MANUFACTURING. CORPORATION
'26GA. 5V=CRIMP PANEL
FLORIDA BUILDING CODE 6TH EDITION (.2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-,R3
ROOFING
METAL ROOFING
JAN 3 12919
sT. Lucie County, Pemlldng
Prepared For:
Metal Sales Manufacturing. Corporation
545 south 3rd Street; suite 200
'.Louisville,. !CV 40202 -
Telpphonp-: (W),:855-4300
Fax: (502) 855-4200
Prepared By:
:Bala. Sockilingainft.O.,.P.E.
Florida Professional, Engineer #62240
12-16 N Lansing Ave., Suite C
Tulsa; OK 74106
Telephone: (018) 492-5.992
FAX: (866) 366-1543
ST. LUCIE COUNTY
I BUILDING DIVISION
R E V I
FOR 00 APL
REVIEWED BY
DATE 2-z.>-/&
PLANS AND PEYMIT
mus'r BE KEPT W( JOB OR
1
140 INSPECTION V-11L BE MADE
THESE PLANS ANC ,ALL PROPOSED WORK
ARE SUOJECTio ANY CORRECiTIONS
REQUIRED BY FIELD INSPECTIONS THAT
MAY BE NECESSMy IN ORDER TO
COP11PLY WITH ALL APPLVb---1"' coDES.
""'411 FASTENERS ORA ITA CHMEM
ARE THE RESPONSIBILRy OF THE
CONTRACTOR OFRECORD
F11
This report consists of
Evaluation Report (3 Pages including cover) *0111110:1't
Installation Details (I Page) % SOCK
5 N
:N 6 6-2240
%
-33- STATE OF
Report No. C2182-3 ..A, Z,
Date: 9.9.17
.0
Manufacturer:
Product Name:
Panel Description
Materials:
Metal Sales Manufacturing
5V-Crimp
24" wide coverage with (5) 1/2"
ribs
FL 14645.3-R3
9.9.17
Page 2 of 3
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. 3/a" 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 L� 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'I O.C.
196.75 psf @ fastener spacing of " 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 @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accoi
Requirements for Metal Roofing
Code Compliance: The product described herein has
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determ
with FBC 2017 Section 1609 or
design. The maximum support s
exceeded. This evaluation report
with TAS 125-03 `Standard
_1
compliance with FBC
ined for each project in accordance
ASCE 7-10 using allowable stress
pacing listed herein shall not be
is not applicable in High Velocity
{. Itr
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 41 & 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/l/09
EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
(OPTIONAL) / �(pANEL OVERLAP) (REQUIRED
CONSTRUCTION) ENDS `ENDSI ONLY.
RED OR PANEL
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL) MINIMUM ATTACHMENT:
Sd 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
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
MIN 26 GA.
DETAIL 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.
EXISTING UNDERLAYMENT V PLYWOOD
(OPTIONAL) 19/32" THICK (MIN.)
DETAIL 2
PANEL FASTENER PER ALLOWABLE
PRESSURE TABLE ON THIS SHEET,
ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
36 j
41.6
16
74.8
8
196.75
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GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
v
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
iN
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
c
N
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.