06-2046-002B
31.
STEEL RAILING NOTES:
MEMBER A:
— P= CONCETRATED LOAD
OF
200
#
IN
ANY DIRECTION AT ANY
PLACE
OF
TOP
— W= DISTRIBUTED LOAD
OF
50
PLF
ON
MEMBER B.
YAil
MEMBER B.
' 1I
— P= CONCETRATED LOAD
OF
200
#
IN
ANY DIRECTION AT ANY
PLACE
OF
TOP
— W= DISTRIBUTED LOAD
OF
50
PLF
IN ANY DIRECTION.
MEMBER D.
— P= 25 PSF UNIFORM PRESSURE LOAD
ON SURFACE OF PICKETS.
STRUCTURAL NOTES:
— DESIGN INFORMATION: F.B.C., 2004
— DESIGN LOAD: F.B.C., 2004
— DESIGN STANDARD STEEL DESIGN MANUAL. AISC, ninth edition
— DESIGN STANDARD ALUMINUM DESIGN MANUAL ,Ed. 2001
MATERIAL SPECIFICATIONS:
— STRUCTURAL STEEL ASTM A529 (Fy =42 Ksi) (Structural round Post)
— STRUCTURAL STEEL ASTM A36 (POST)
— STRUCTURAL STEEL C1010 A 29
— STEEL WELD METAL E 70 XX
PLATE
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INGINEERING INFORMATION
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5801 S.W. 83 RD. STR[*
SOUTH MIAMI, FLORInA
REVISIONS BY DATE
Comm.:
Date:
SEAL.
Scale:
As shown
Drawn:
D.R
Checked
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Appvd:
On
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REVISIONS BY DATE
Sheet Title
•
Date:
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Sheet No:
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Comm.:
Date:
03 -19 -05
Scale:
As shown
Drawn:
D.R
Checked
R.C.
Appvd:
Sheet Title
•
Date:
rf
Sheet No:
•
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