09-588-0025TAIR ROOF
+37' -0" T.O.5LA13.
EXISTING CONC. ROOF SLAB.
EXISTING 8" MASONRY 314 "X314 "X0.083 STEEL TUBE
WALL. BYE. O.R. PICKETS @ 4" O.C., TYP.
THIRD FLOOP-
My
+25' -0" T.0.5LAf
EXISTING 8" MASONRY
WALL. BY E. 0. R.
D O
i -2 -1 O
i
N
C
S -2
1 /8" PLATE RISER WELDED
TO STEEL PAN @ 2" OF
WELDED @ 24" OC
DIMEN51ON TO REJECT A 4" 0
OBJECT AT ALL PICKETS (TYP.)
34" H. ABOVE NOSING I -4" 5CH. 40
STEEL PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN 51DE
I -1 /2 "X I -112"X311 G" STEEL
TUBE P05T @ 4' -0' O.C., TYP.
34" H. ABOVE NOSING I - -L" 5CH. 40
STEEL PIPE HANDRAIL ANCHOR
TO GUARDRAIL @ OPEN 51DE
C
EXISTING 8" MASONRY
WALL. BY E. 0. R.
INTERM. LANDING
4"X8"X7'X7" STEEL ANGLE PLATE
ATT. W/ (2)300 WEDGE
ANCHOR BOLTS @ 12" O.C. (4" EMB)
FILL MASONRY CELLS W/ 3 0OP51
C 1 2x20.7 HEADER CHANNEL. GROUT @ EA CONNECT10 LOCATION.
TYP. Q
/I6
N
4 "MIN.
EXISTING MASONRY WALL BEYOND.
LANDING ANCHOR AT OPENING WALL
SCALE : 3/4" = P -0"
C 1 2x20.7 HEADER CHANNEL.
2" CONC. SLAB OVER)
METAL DECK.
4 "x8 "x 112"x 10" LONG 5TL ANGLE
(TYP)
4 "X8 "X2 "X7" STEEL ANGLE PLATE
ATT. W/ (2)4 "0 WEDGE
ANCHOR BOLTS @ 12- O.C. (4" EMB)
FILL MASONRY CELLS W/ 30001`51
GROUT @ EA CONNECTION LOCATION.
3 "x3 "xYe "xCONT.
STEEL ANGLE
4 "0 WEDGE ANCHOR BOLTS @ 12" O.C. (4" EMB)
FILL MASONRY CELLS W/ 3000PSI
GROUT @ EA CONN.. LOCATION.
LANDING ANCHOR TO WALL Q,-,
SCALE : 3/4" = I' -0"
I -L" SCH. 40 STEEL GALV.PIPE HANDRAIL NOT
LE55 THAN 34' AND NO MORE THAN 38' ABOVE
THE SURFACE OF THE TREAD, MEASURED VERT. TO
THE TOP OF THE RAIL FROM THE
LEADING EDGE OF THE TREAD
PLUG WELD OR SCREW
RIB WAGNER CO.
WAU RAIL BRACKET
# 1770 MALLEABLE
OR EQUAL @ 4-0" O.C.
3/8" 0— HILTI KWIK BOLT 3
AT EA. BRACKET WITH
2 1/2' MIN. EMBEDMENT.
C.M.U. WALL SEE PLAN
WALL HANDRAIL ATTACHMENT DETAIL
.J&-] .
1 /8" PLATE RISER WELDED
TO STEEL PAN @ 2" OF
WELDED @ 24" OC
EXIST. 8" MASONRY WALL
BY E.O.R.
--� EXIST. 8" MASONRY WALL
BEYOND
NOTE:
IF WALL 15 NOT SOLID, G.C. TO FILL ALL CELLS WITH
CONCRETE PRIOR TO INSTALLING EXP. BOLTS OR
EPDXY ANCHORS, AT ALL LOCATION5.U5E 3000 P51 GROUT
AT EA CONNECTION LOCATION.
SIDE VIEW
2" CONC. SLAB OVER
METAL DECK.
CONT. 4 "x8 "x314"
SE
4 "x8 "x3 14 "x CONT. STEEL ANGLE ATT. W/ -1 "0
WEDGE ANCHOR BOLTS @ 12" O.C. (4"
EMB).FILL MASONRY CELLS W/ 3000P51
GROUT @ EA CONN.. LOCATION.
1' -0" (TYP.) °
'v
0 0
N
D ETA I L
a "0 WEDGE ANCHOR BOLTS @ 12" O.C. (4" EMB)
FILL MASONRY CELLS W/ 3000P51
GROUT @ EA CONN.. LOCATION.
LANDING ANCHOR TO WALL D
SCALE : 3/4" = P -0" -
2" CONC. SLAB OVER METAL DECK.
3 "x3 "x-Y8 "xCONT.
STEEL ANGLE
1 2x20.7 HEADER CHANNEL.
SEE DETAIL A15 -2 FOR
CONN. TO WALL.
MC 1 0x8.4 STRINGER (TYP)
MAX. SPAN OF 9' -0 ".
STRINGER TO LANDING DETAIL C
SCALE : 3/4" = P -0" —
I -1 /2 "X I -112"X311 G" STEEL
�6 TUBE POST. TYP.
1 -Y2"x I v2 "x3g" GALV.
STEEL PLATE
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C 12x 10.6 GALV. STEEL
STRINGER (TYP.)
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SCALE : I " = 1'-0"
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STEEL PIPE HANDRAIL ANCHOR
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INTERIM. LANDING
(TYP)
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+5' -9' T.0.5LAB.
3/ 1 6'
I -1 127 1 -1127311 G" STEEL
TUBE P05T @ 4' -0" O.C., TYP.
B
DETAI L 8
5 2
0
EXISTING 8" MASONRY
SCALE : 3/4" = I' -0" _
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TYPICAL 5ECT1 ON OF 5TA1 R # 2
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I -L" SCH. 40 STEEL GALV.PIPE HANDRAIL NOT
LE55 THAN 34' AND NO MORE THAN 38' ABOVE
THE SURFACE OF THE TREAD, MEASURED VERT. TO
THE TOP OF THE RAIL FROM THE
LEADING EDGE OF THE TREAD
PLUG WELD OR SCREW
RIB WAGNER CO.
WAU RAIL BRACKET
# 1770 MALLEABLE
OR EQUAL @ 4-0" O.C.
3/8" 0— HILTI KWIK BOLT 3
AT EA. BRACKET WITH
2 1/2' MIN. EMBEDMENT.
C.M.U. WALL SEE PLAN
WALL HANDRAIL ATTACHMENT DETAIL
.J&-] .
1 /8" PLATE RISER WELDED
TO STEEL PAN @ 2" OF
WELDED @ 24" OC
EXIST. 8" MASONRY WALL
BY E.O.R.
--� EXIST. 8" MASONRY WALL
BEYOND
NOTE:
IF WALL 15 NOT SOLID, G.C. TO FILL ALL CELLS WITH
CONCRETE PRIOR TO INSTALLING EXP. BOLTS OR
EPDXY ANCHORS, AT ALL LOCATION5.U5E 3000 P51 GROUT
AT EA CONNECTION LOCATION.
SIDE VIEW
2" CONC. SLAB OVER
METAL DECK.
CONT. 4 "x8 "x314"
SE
4 "x8 "x3 14 "x CONT. STEEL ANGLE ATT. W/ -1 "0
WEDGE ANCHOR BOLTS @ 12" O.C. (4"
EMB).FILL MASONRY CELLS W/ 3000P51
GROUT @ EA CONN.. LOCATION.
1' -0" (TYP.) °
'v
0 0
N
D ETA I L
a "0 WEDGE ANCHOR BOLTS @ 12" O.C. (4" EMB)
FILL MASONRY CELLS W/ 3000P51
GROUT @ EA CONN.. LOCATION.
LANDING ANCHOR TO WALL D
SCALE : 3/4" = P -0" -
2" CONC. SLAB OVER METAL DECK.
3 "x3 "x-Y8 "xCONT.
STEEL ANGLE
1 2x20.7 HEADER CHANNEL.
SEE DETAIL A15 -2 FOR
CONN. TO WALL.
MC 1 0x8.4 STRINGER (TYP)
MAX. SPAN OF 9' -0 ".
STRINGER TO LANDING DETAIL C
SCALE : 3/4" = P -0" —
I -1 /2 "X I -112"X311 G" STEEL
�6 TUBE POST. TYP.
1 -Y2"x I v2 "x3g" GALV.
STEEL PLATE
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STRINGER (TYP.)
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MON.
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.56902.
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P.E. 5690 , S.I. 2046
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