LDAO_420_S-5095-A.pdf

4'-0"

6" CLR

12" C/C

#4 TIES @

EXIST CONCRETE

DOWELS PER SIDE INTO

EMBED CORNER AND (2)

10"1'-4"1'-1"

2'-0"

6" CLR.

6" CLR.

ENTIRE AREA

PLACE ACROSS

NOTED ON PLAN.

1" INSULATION AS

#8 @ 12"

L d h

10"2'-5"

#8 @ 12"

ENTIRE AREA

PLACE ACROSS

NOTED ON PLAN.

1" INSULATION AS

CONCRETE

TOP OF NEW

PLATE

ANCHOR BASE

#5 HAIRPIN

AT 6" O.C.

STIRRUP TIES

3-#4 CLOSED

AT 6" O.C.

STIRRUP TIES

3-#4 CLOSED

ANCHOR

4 TOTAL PER

#5 HAIRPINS

#8 @ 12"

#8 @ 12"

ADDITIONAL REINF

SEE SECTION A FOR

3'-0"

CONCRETE

SECOND PLACEMENT

REINFORCING BARS

THREADED

CONCRETE

PLACING SECOND PLACEMENT

AGENT TO CONCRETE PRIOR TO

AMPLITUDE AND APPLY BONDING

ROUGHEN SURFACE TO ‚"

CONTINUOUS

BARS

LONGITUDINAL

3-#9

SEE DETAIL 5 THIS SHEET

SECOND CONCRETE PLACEMENT.

ON CASING

3 #5 @ 3" CTR

2 #9

EQ SPACED

(24) #8 BARS

CONC WALL

BACK FACE EXIST

4 #9

CASING

CTR ON

3 #5 @ 3"

2 #9

#9'S

BUNDLED

(2)

BUNDLED #9'S

BARS CONTINUOUS

3-#9 LONGITUDINAL

CONC BEAMS

4TH #9 @

#9'S

(2) BUNDLED

L49

BEAMS L44 &

#9@CONC

CAPTURE 4TH

EXTEND TO

#9 #9

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EL. 699.56 EL. 699.56

0 1' 2' 3'

SCALE: ƒ"=1'

0 3" 6"

SCALE: 3"=1'

1'

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24"

EL. 699.56

A

SECTION

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N S-1090

CONCRETE WALL COLUMN

SCALE: ƒ"=1'-0"

ADDITIONAL REINFORCING UNDER ANCHORS

REINFORCING NOT SHOWN FOR CLARITY

NOTE: VERTICAL WALL FACE AND HORIZONTAL FACE

S-1090

REINF. AT ANCHORS

CONCRETE BEAM

CONCRETE WALL COLUMN

EXTEND BOTTOM REINFORCEMENT THRU

NOTE:

SCALE: ƒ=1'-0"

S-1090

REINF. BETWEEN ANCHORS

CONCRETE BEAM

CONCRETE WALL COLUMN

EXTEND BOTTOM REINFORCEMENT THRU

NOTE:

SCALE: ƒ=1'-0"

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WALL REINFORCING NOT 1.

NOTE:

S-5092

DETAIL

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CERTIFIED FINAL DOCUMENTS

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