HomeMy WebLinkAboutProduct Approval REV: _D MAY 09 IT
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'26 GA.CLASSIC RIB PANEL'
FLORIDA BUILDING CODE 5TH EDITION(2014)
FLORIDA-PRZ3DUCT-1'PRUYA-
FL'14645.8-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales.Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KV 40202
Telephone: (502)855-4300
tH999 PLAN9 AND ALL PROPOSED WORK Fax: (502)8554290
Ap§§UBJECT TO ANY CORRECTIONS
la€ft ujmEo BY PI6LD INSPECTORS THAT
pAAY bg N061168ARY IN ORDER TO
e 3MPLY WITH ALL APPLICABLE CODES.
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
CONCEALED FASTENERS OR ATTACHMENT-, FAX: (866)366-1543
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
This report consists of
3 Evaluation Report(3 Pages including cover)
} Installation Details(1 Page) gflCKA
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* ; No 62240
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ST.LIIOIE C01 T'e'BL�� `° II Report No. C2010=8 0
I�yIE`YED FOR E Date:3.27.15 4�t�s.., 3
REVIE
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PLANS ANO P T MiJST BE KEPT ON JOB ,Z
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FL 14645.8-R2
C2010-8
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Classic Rib
Panel Description: 36"wide coverage with(5)3/4"high ribs
atenals Min 26-ga,;80-ksi-steel-or-min 24-ga750-ksi-steel,-Galvanized-coated
steel (ASTM A653) or Galvalume coated steel (ASTM A792) or
painted steel(ASTM A755).
Deck Description: Min. 19/32" thick plywood for new and existing constructions.
-..-Designed-and-installed-as_per--FBC-201.4.. _. ._._.._...._-- --..._. ._. -. ......
Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with F3C 2014 Section 1507.4.2
Design Uplift Pressure: 74.8 psf @ fastener spacing of 36"O.C.
(Factor of Safety=2) 92.3 psf @ fastener spacing of 24"o.c.
133.9 psf,@ fastener spacing of 18" 0.0. .
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 @ 3.5"-5.5"-3.5" o.c. across panel width
At intermediate @ 9" o.c. across panel width with two fasteners at each sidelap.
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 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 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 2014 Section 1505 and current
FL 14645.8-R2
C2010-8
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.T193-05,Reporting Date 9/12/05
rca ect-No,—T,240-0-7,R-epor-ting-Date 7/-12/07
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PANEL FASTENER 1/41-14 X 7/8' TEK SCR °yens
CLASSIC RIB '� EE DETAIL 1 9 ') SPACING PER ALLOWABLE SAG � 12 O.C.
THIS SHEET • �CLASSIC RIB PRESSURE TABLE. r I�o
UNDERLAYMENi SHALL 8E INSTALLED MINIMUM ATTACHMENT: PL/32" THICK (MIN.)
�
8d x 2.5' LONG RING SHANK NAIL .)
AS PER MANUFACTURER'S INSTALLATION 19j �
GUIDELINES OR J8 x 27 LONG WOOD SCREWS
MIN.2X_WOOD RAFTER/JOIST/ SPACED ® 6' O.C. IN THE FIELD&
TRUSS AT MAX. 24"O.C. AT PLYWOOD EDGES I
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
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36' -14 X 7/8'TEK SCR
SPA LIED AT 12' O.C. o
CLASSIC RIB -SEE DETAIL 1 PTI(OONAL) cQi c�+i
mill
N�O
\ J UNDERLAYMENT SHALL BE INSTALLED PLYWOOD �w
MINIMUM ATTACHMENT: 19/32" THK K (MIN.)""
GLI 'NES UFACTUR[3YS MSTALLATION 8d x 2.5' LONG RING SHANK NAIL to o
MIN. 2X-WOOD RAFTER/MST/ OR #8 x 2'LONG WOOD SCREWS »
TRUSS AT MAX. 24"O.C. SPACED ® 6' O.C. IN THE FIELD & Eons
AT PLYWOOD EDGES ffi -1
FASTENER PATTERN AT PANEL ENDS Ln
TYPICAL PANEL INSTALLATION X-SECTION
d ,,
1 3/4'--��-1 3/4'—�-I ALLOWABLE UPLJFT PkSSURE a s
I FASTENER PRESSURE m x
`7
1/4"-14 X 7/8'TEK SCREW _ i SPACING (p } a No4
SPACED AT 12' O.C. (IN) to „
(OPTIONAL) 19-16 OR #10-14 1VOODSCREWS 36 74 jcl
N�
WITH SELF SE/WNG WASHER AT U d
_z MAXIMUM SPACING OF 36' O.C.
24 92 3 _ 130
CLASSIC RIB I -
MIN 26 GA. 18 133�9 y N
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GENERAL_NOTES:
1.ARCHITECTURAL ROOF PANEL 1 S BEEN DESIGNED w ACCORDANCE WITH THE
FLORIDA BUILDING CODE(FOC).
2.ROOF PANELS SHALL BE MIN.126 GA(t-0.01 a"'- CWFIaAIG
WIDTH OF PANEL-36".
PLYWOOD 3.THE ROOF PANELS SHALL 13E INSTALLED OVER SHEATH, &STRt1CNRE ps
SPECIFIED ON THIS DRAWING.
UNDERLAYMENT 19/32'THICK (MIN.) 4.REQUIRED DESIGN WAND LOADS SHALL BE OETERMNID FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REDUIDID DESIGN WINO LOADS
ARE GREATER THANTHE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
D Ei Al L �I I 5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA
BUILDING CODE IF A DIFFERENCE OCCURS BERWEEN THE MINIMUM
REQUIREMENTS OF 1NIS DRAWING&THE CODE.THE CODE SHALL CONTROL wo N
6. ESIGNED To WTIWAND WIND U3ADS AS
REQUIRED,FOREACH�APPPLIGiON ANMUST 13E D ARE THE RFSPON$IBILDY OF OTHERS.
PAGE NO.
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