HomeMy WebLinkAboutEVALUATION REPORT METAL ROOF ED
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sit"PlA P(110n EVALUATION REPORT OF J U N 0 8 2 C 13
METAL SALES MANUFACTURING CORPORATION
`NOM 0.032" THICK ALUMINUM 5V-CRIMP PANEL' ST. Lucie county, Permitting
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA ) RODUCT APPROVAL
PROOFING C:tZ 1 T 11560.1-R3i 180( rc�2. 10
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METAL ROOFING ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE�L 6
REVIEW D B
DATE
PLANS AND PERMIT MUST BE KEP ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
Prepared For:
Metal Sales Manufacturing Corporation
545 South 31r d Street, Suite 200
Louisville, KY 40202
Telephone, (502) 855-4300
Fax: (502) 855-4200
Prepared By:
Bala Sockalin am, Ph.D.,P.E.
Florida Professio al Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa, OiK 74106
Telephone: (918)492-5992
FAX: (866. 366-1543
THESE.PLANS AND ALL PROPOSED WORK
REQU RESUBJECT
BY FIELD INSPECTORS
ECESSARY IN ORDER TO
COMPLY 13EY W T ALL APPLIICA13LE ODES.
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page) 01111I1/////�
Load Span Table (1 Page) �e>`��Q. SOCK1141 eeee
P .•''\CEI�i'• e
CONCEALED FASTENERS OR ATTACHMENTS NO 62240 •.'�
ARE THE RESPONSIBILITY OF THE ;•
CONTRACTOR OR RECORD
Report No. C2181-1 -p% STATE OF •�e
Date: 9.8.2017
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FILE C''1, �.S. o1-7
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( FL 11560.1-R3
C2181-1
9.8.2017
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Aluminum 5V-Crimp
Panel Description: 24" wide cov(rage with(5) 1/2" high ribs
Materials: Nom. 0.032" thick 3004-H14 or 3105-H24 AlloyASTM B209
( .)
Deck Description: Min. 7/16" thilck OSB, min. 15/32" thick 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 ' g shank nails or #8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges. Designed as per FBC 2017.
New Underlayment: Minimum and Irlayment as per FBC 2017 Section 1507.4.5.1.
Required for ne 7
7 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 greate in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap
sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30 psf @ fastener of 36" o.c.
(Factor of Safety=2) 161.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #10-14 hex head wood screw 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 @ max 12.5" 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 1507.4.1
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. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on 'IMetal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
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f (� FL 11560.1-R3
C2181-1
9.8.2017
Page 3 of 3
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 Testy eports
Farabaugh Engineering and Testing Inc.
Project No. T1§8-11, Reporting Date 5/19/11
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PANEL FASTENER PLOT. a^TE
11.5" 12.5" �/as/+s
NEW UNDERLAYMENT EXISTING SHINGLES SPACING PER ALLOWABLE
SEE DETAIL 1 ROOF PANEL (REQUIRED ONLY FOR UPLIFT LOAD TABLE.
NEW CONSTRUCTION) (OPTIONAL) / THIS SHEEP
EXISTING UNDERLAYMENT / X\-8d
MINIMUM ATTACHMENT: OSB 7/16" THICK (MIN.) OR(OPTIONAL) x 2.5" LONG RING SHANK NAIL PLYWOOD 15/32" THICK (MIN.)
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREW$
TRUSS AT MAX. 24" O.C. SPACED ® 6" O.C. IN FIELD &
EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
NEW UNDERLAYMENT SEE DETAIL 1 6" (TYP.) 6" (TYP')
ROOF PANEL (REQUIRED ONLY FOR EXISTING SHINGLES THIS SHEET 0 N
NEW CONSTRUCTION) (OPTIONAL) / a
--
II Lo
EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: "oJN
(OPTIONAL) 8d x 2.5'-LONG-RING-SETA K NAIL �_:.0
LA—MIN. 2X- WOOD RAFTER.JOIST/ OR 8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. # 0o
SPACED ® 6" O.C. IN FIELD &
EDGES g 10
FASTENER PATTERN AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION
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NEW UNDERLAYMENT #10-14 HEX HEAD WOOD SCREWS li j;..
(REQUIRED ONLY FOR WITH SELF SEALING WASHER AT z �
NEW CONSTRUCTION) MAXIMUM SPACING OF 36" O.C.
EXISTING SHINGLES NOM. 0.032" THICK
(OPTIONAL) ALUMINUM PANEL 0P�
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GENERAL NOTES $
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS ARE SHALL BE NOM. 0.032" THICK ALUMINUM. 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
TEXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
PLYWOOD 1THIC THICK (MIN.) ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
DETAIL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. umw
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2151-1
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. PAGE No.
1 OF 1
METAL SALES MANUFACTURING CORPORATION
Alumi7(Nom.
um 5V-Crump Uplift Loads
0.032" thick)
Description Fastener Spacing Allowable Uplift
along Panel Length Load
(in) (psfl
Coverage width: 24" 6 161.5
9 120.0
Panel Fastener: 12 90.0
#10-14 hex head screws with 15 72.0
sealed washer 18 60.0
21 51.4
Panel fasteners spaced at 24 45.0
max. 12.5" o.c. across panel I 27 40.0
width through ribs. 30 36.0
33 32.7
36 30.0
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 11560.1 and Metal Sales current installation procedure.
3. Three or more spans condition.
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1216 N Lansing Ave., Suite C 20 lZ Bala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 I FL 62240
918 492 5992
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