12-754-007RAILING SHALL BE DESIGNED TO RESIST A LOAD OF W PLF. OR
A CONCENTRATED LOAD OF 200 LBS. APPLIEDAT ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON
THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE
MAXIMUM STRESSES.
SHOP DRAWN GS AND CALCULATIONS SHALL SET OUT THE
REQUIREMENTS OF BOTH RAILINGS AND BALUSTERS.
°ED MTL.
RAIL
ELEVATIONS FOR SPECIFIC
.ING DESIGN
x VS' ANGLE. W/ (2) 4' X 1 -4'
:ONS INTO WALL 4 (2) MO X
-T METAL SCREWS INTO TOP RAIL
Sa MTL. TUBE ,g
;ET- SPACED TO '
:CT A 4' SPHERE cC%
x 1/8' ANGLE. W/ (2) 4' x 1 -4'
:ONS INTO WALL 4 (2) 4' X
INTO BOTT. RAIL
a X I -J' SMS a EA PICKET 3'
TOM CHANNEL
SPACE TO REJECT A 2' SHERE
CONCRETE SL AI \ cn
2 /L'
GUARD RAIL DETAIL NTS
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REVISIONS
F''ROJECT NO.
11-04-1
ISSUE DATE:
21 Jule 2012
SHEET NO.