36C24919R0186-0006015.pdf

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SECTION

3/4"=1'-0"

13.6

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SECTION

3/4"=1'-0"

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SECTION

3/4"=1'-0" SCALE :

SECTION

3/4"=1'-0"

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SECTION

3/4"=1'-0"

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SECTION

3/4"=1'-0"

EXISTING FLOOR SLAB

FIN FLR

SEE PLAN

M

FIN FLR

SEE PLAN

FIN FLR

SEE PLAN

FIN FLR

SEE PLAN

HILTI HY200

EPOXY

ADHESIVE

EXISTING

WALL

HSS COLUMN

SEE PLAN

STL BM

SEE PLAN

STL BM

SEE PLAN

CONC SLAB

SEE PLAN

NEW WALL

SEE ARCH

N.9

1'-6"

1 1/2"

NON-SHRINK

GROUT

EXISTING FLOOR SLAB

CONC SLAB

SEE PLAN

EXISTING

WALL

STL BM

SEE PLAN

STL BM

SEE PLAN

CONC SLAB

SEE PLAN

CONC SLAB

SEE PLAN

INFILL w/ NON-SHRINK

GROUT

CONT BENT PL 5/16" x 6 1/2" x 0'- 6 1/2 "

3/16

NOTE:

SEE 3/S3.03 FOR

INFORMATION NOT SHOWN

OR NOTED OTHERWISE

CONT BENT PL5/16 x 4" x 0'- 9 1/2 "

(LLH)

EXISTING CONC SLAB

SEE PLAN

CONT BENT PL 5/16 x

6 1/2" x 0'- 6 1/2 "

4" 4"

8"

1 2

1 2

1 2

1 2

HSS COLUMN

SEE PLAN

13.6

GRID

P

L

1" THK

3/16

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SECTION

3/4"=1'-0"

EXISTING FLOOR SLAB

FIN FLR

SEE PLAN

P.4

STL BM

SEE PLAN

CONC SLAB

SEE PLAN

CONT L4x4x5/16 w/ HSS 2 1/2 x 2 1/2 x 1/4 x 0'-6"

@ 24" O.C. & SHIM PLATES

AS REQUIRED

8"

2'-0"

#4 x 4'-0"@ 18" O.C.

#4x4'-0" @ 18" O.C.

MC6x12

SECTION PLAN

DECK

SPAN

NOTE:

1. VERIFY EXACT NUMBER, SIZE & LOCATION OF OPENINGS

w/ ARCHITECTURAL & MECHANICAL

2. DETAIL APPLIES FOR OPENINGS 8"Ø OR GREATER.

BEAM SPACING

SEE PLAN

BEAM

SEE PLAN

ANGLE FRAME

L4x4x3/8 (TYP)

M A

X

MC6x12

SEE NOTE 2

CONC SLAB

SEE PLAN

STL BEAM

SEE PLAN

ANGLE FRAME

SEE PLAN

STL CHANNEL

SEE PLAN

3/16

3/16

1/4" PLATE

SCALE :

TYP OPENING THRU CONC SLAB DETAIL

3/4"=1'-0"

TYP

INFILL W/MTL STUDS

SEE 9/S3.03 FOR

ATTACHMENT TO

EXISTING

SEE 9/S3.03 FOR

ATTACHMENT TO

EXISTING

ATTACH L4x4 TO EXISTING w/ 5/8"Ø HILITI KWIK BOLT &

EXPANSION ANCHORS @ 18"

O.C. (4" EMBEDMENT)

3/16

TYP

2-12

SEE 12/S3.03 FOR

CONNECTION (TYP)

FIN FLR

SEE PLAN

STL BM

SEE PLAN

CONC SLAB

SEE PLAN

GRID

1'-6"

FIN FLR

SEE PLAN

STL BM

SEE PLAN

CONC SLAB

SEE PLAN

HSS COLUMN

SEE PLAN

3/16

TYP

3 -12

CONT BENT PL

1/2" x 6 1/2" x 1'-6 " (LLH)

1'-6"

TRENCH DRAIN

BY OTHERS

NOTE:

SEE 3/S3.03 FOR INFORMATION

NOT SHOWN OR DETAILED

OTHERWISE

5/8"Ø x 1'-10" DBA

@ 12" O.C.

2'-0"

6"

TRENCH DRAIN

BY OTHERS

TRENCH DRAIN

BY OTHERS

3/8" STL PLATE w/

L3x3x5/16 @ 24" O.C.

6"

15.8

1'-6" 6"

3/16 3-12

PL TO

L3x3

3/16

TYP

ADDITIONAL #5 x 8'-0" @ 30" O.C.

CENTERED OVER GIRDERS

PROVIDE #4 CONT EA SIDE

OF GIRDER w/ SLAB

BOLSTERS @ 4'-0" (TYP)

TYP SLAB REINF

SEE DETAIL

STL GIRDER

SEE PLAN

C

L R

FIN FLR

SEE PLAN

SCALE :

COMPOSITE SLAB AT GIRDERS

1" = 1'-0"

TOP OF OPNG

EXISTING CMU

WALL

8"

(TYP)

L6x6

EXTEND MIN 8" BEARING

EA END OF OPENING

EXISTING CMU

WALL

ELEVATION

NEW OPNG

NEW OPENING

(6'-0" MAX)

L6x6x3/8 EXTEND MIN 8"

BEARING EA END OF

OPENING. FASTEN TO

CMU WALL w/ 1/2" Ø HILTI

KWIK HUS-EZ SCREW

ANCHOR (MIN EMBEDMENT 3")

4" 4"1'-4" 1'-0" 1'-4"

SCALE :

SECTION

1 1/2"=1'-0"

TOP OF OPNG

EXISTING CMU

WALL

L6x6x3/8 EXTEND MIN 8"

BEARING EA END OF

OPENING. FASTEN TO

CMU WALL w/ 1/2" Ø HILTI

KWIK HUS-EZ SCREW

ANCHOR (MIN EMBEDMENT 3")

SCALE :

SECTION

1 1/2"=1'-0"

3/8" PL W/ 5 - 3/4" Ø

A325N BOLTS

BOT OF SLAB

W18 & W16

5 1/2"

8"

1/4

3/8" PL W/ 3 - 3/4" Ø

A325N BOLTS

BOT OF SLAB

W12 & W14

5 1/2"

8"

1/4

SCALE :

BEAM CONN TO EXISTING CONC WALL

1 1/2"=1'-0"

1/2" PL w/ 6 - 3/4"Ø EPOXY

ANCHORS w/ HILITI HIT-HY200

(8" EMBEDMENT)

1/2" PL w/ 4 - 3/4"Ø EPOXY

ANCHORS w/ HILITI HIT-HY200

(8" EMBEDMENT)

EXISTING CONCRETE

WALL

C8x13.75 EXTEND MIN 1'-0"

BEARING EA SIDE OF OPENING.

FASTEN TO CONCRETE WALL

w/ 3/4" Ø THRU BOLTS @ 12" O.C.

NOTES:

1. ADD STL CHANNELS BEFORE CUTTING IN

OPENINGS IN CONCRETE WALL.

2. MAX OPENING SIZE IS 8'-0".

3. DO NOT CUT EXISTING REINFORCING

IN WALL.

4. USE FERROSCAN OR EQUAL TO LOCATE

EXISTING REINFORCING.

SCALE :

SECTION

1 1/2"=1'-0"

NOTE:

LOCATE L6x6 ON INSIDE OF

ROOM, NOT ON CORRIDOR

SIDE

OVER CUT NEW OPENING AS

REQ'D TO FIT NEW DOOR &

LOCATE CHANNELS ABOVE

CEILING. INFILL w/ METAL STUDS

SEE ARCH

FOR ELEV

CEILING

SEE ARCH

DKB LEB

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