HomeMy WebLinkAboutEVALUATION REPORT - ROOFINGFjL LE COPY
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION SCANNE®
`26 GA. 5V-CRIMP PANEL' By
St. Lucie County
FLORIDA BUILDING CODE 6T13 EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R3
ROOFING
METAL ROOFING
RECEIVED
CONCEALED FASTENERS OR ATTACHMENTS
DEC 2 0 2�J18 ARETHERESPONSIBILITY OFTHE
CONTRACTOR OR RECORD
ST. Lucie County, Permitting Prepared For:
Metal Sales Manufacturing Corporation
545 South 31d Street; Suite 200
Louisville, I{Y 40202
Telephone: (502)855-4300�L�`
Fax: (502) 855-4200
FILE COPY
ST, LUCIE COUNTY
REVIEWED FOR CO
Prepared By: SITE OR NO INSPECTION(S)
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
EvaluationInstallation Details (1 Page) cover)
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. No 62240 ..
Report No. C2182-3
Date: 9.9.17
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Po9AY BE NECESSARY IN ORDER TO
COWjPLY WITH ALL APPLICABLE CODES.
STATE OF
c(OR1OP,
ct , G . 2.0
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 E108AM790 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)
NEW UNDERLAYMENT-
(REQUIRED ONLY FOR
NEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERLAYMENT
(OPTIONAL)
NEW UNDERIAYMENT-
(REQURED ONLY FOR
NIEW CONSTRUCTION)
EXISTING SHINGLES
(OPTIONAL)
EXISTING UNDERIAYMENT
(OPTIONAL)
SEE DETAIL 2 / -� SEE DETAIL 1 NEW URED ONLY FO F r FASTENER AT PANEL FLAT SV-CRIMP
(REQUIRED ONLY FOR 1 REQUIRED FOR PANEL
(PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY.
EXISTING UNDERLAYMENI ` / MINIMUM ATTACHMENT: PRESSURE
FASTENER
(OPTIONAL) PRESSURE TABLE
Bd x 2.5' LONG RING SHANK NAIL
OR S8 x 2' LONG WOOD SCREWS
SPACED ® 8' 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
1 WITHSELF SEALING WASHER
MAXIMUM SPACING OF 36' O.C.
5V-CRIMP
MIN 26 GA.
DETAIL 1 19/32-THICK (MIN.)
WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36' O.C.
5V-CRIMP
MIN 26 GA
DETAIL 2 19/32' THICK (MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER
SPACING
(IN)
PRESSURE
(PSF)
36
41.6
16
74.8
8
196.75
GENERAL NOTESe
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WDH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 C4 (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.
S. 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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