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PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE /� 1' D
ADDRESS: �D �/YJe 12 �(A -
2.
3.
4.
DETAILED DESCRIPTION OF PROJECT
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:.
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
. . i ST, LUCIE COUNTY I
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REI/IEWED BY !r
DATE 12 - I,?,- I17
PLANS AND P
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CITY: STATE:
PHONE (DAYTIME): FAX:
OWNER/BUH.DER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
STATE:
ZIP:
RE QUIREU DY FfELD IPJ�w'fT-CTORS THAT
MAY BE NECESSARY IN ODER T4 x
FAX:
ZIP:
FILE
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R"EVISION
EVALUATION REPORT OF
N Q V 2 7 2017 METAL SALES MANUFACTURING CORPORATION
'126 GA. SV CRIMP PANEL'
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BY: .......................
FLORIDA BUILDING CODE 5= EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3'd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918)`491-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
�0'+ SOCKA 46
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No 62240
FILE P ;- V
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Report No. C2010-3 STATE OF :•4r:
Date: 3.27.15 '• O <4 •404%• a.
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Manufacturer:
Product Name:
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
FL 14645.3-R2
C2010-3
3.27.15
Page 2of3
1Vletal����le's�M'iiufactunn ACo ,orat�ori,
g.,
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).
Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 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 Ir greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 41.6 sf @ faste er-spacin of 36" o.c.
(Factor of Safety = 2) astene0f,Sgu c .'
196.75; psf @ fastener spacing of 8" 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 accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014,.Se6tiori-41609,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
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
J,�
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FL 14645.3-R2
C2010-3
3.27.15
Page 3 of 3
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/l/09
EXISTING SHINGLES
(OPTIONAL)
SEE DETAIL 2 SEE DETAIL 1 NEW UNDERLAYMENT FASTENER AT PANEL FLAT
(REQUIRED ONLY FOR REQUIRED FOR PANEL
(PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY.
ll
•EXISTING UNDERLAYMENT
(OPTIONAL) -MINIMUM ATTACHMENT:
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
TRUSS AT MAX. 24" O.C.
TYPICAL -PANEL INSTALLATION--X=S.ECTIO.N
G_ PANEL FASTENER PER ALLOWABLE
PRESSURE TABLE ON THIS SHEET.
#9-16 OR #10-14 WOODSCREWs - - -- ----ALLOWABLE UPLIFT PRESSURE
NEW UNDERLAYMENT WITH SELF SEALING WASHER ----
MAXIMUM SPACING OF 36" O.C.C. -
(REQUIRED ONLY FOR
NEW CONSTRUCTION),
G SHINGLF,S� r MIN CRIMP
.YiSTIN
MIN 26 GA.
EXISTING UNDERLAYMENT
(OPTIONAL)
-
NEW UNDERLAYMENT -)
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES -
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
p PLYWOOD
DETAIL 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
5V-CRIMP
- - r MIN 26 GA.
PLYWOOD
DETAIL 2 19/32" THICK (MIN.)
FASTENER
SPACING
(IN)
PRESSURE
I (PSF)
36
41.6
b6
74.8
8
196.75
GENERAL NOTESNOTES&
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 25 GA. (L - 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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