Page 1

213-880-9508


HSS14X4X3/8

20'-0"

L4X3X1/2

2x10 @ 16" O.C.

2x10 @ 16" O.C.

3x12 LEDGER w/ (2) 5/8" DIA. BOLT @ 12" O.C.

L4X3X1/2 w/ (2) HILTI KW IK TZ x 3/4" DIA. x 3" EMBED @ 16" O.C.

2x10 @ 16" O.C.

3x12 LEDGER w/ (2) 5/8" DIA. BOLT @ 12" O.C.

20'-0"

HSS14x4x3/8

HSS14x4x3/8

2x10 @ 16" O.C.

2x10 @ 16" O.C.

3x12 LEDGER w/ (2) 5/8" DIA. BOLT @ 12" O.C.

HSS14x4x3/8

HSS14x4x3/8

HSS14x4x3/8

HSS14x4x3/8

22'-10"

22'-10"

91'-4 3/4"

91'-4 3/4"

18'-0"

3x12 LEDGER w/ (2) 5/8" DIA. BOLT @ 12" O.C.

18'-0"

W ALL BELOW

15'-5 1/2"

15'-5 1/2"

15'-1 1/4"

C12X30

C15x40

C15x40

HSS12x4x1/2

15'-1 1/4"


AISC 'K' DISTANCE + 1/2"

2 X BOLT DIA.

3" TYP

A

4

1 1/2" = 1'-0"

CLOSURE PLATE @ 3RD FLOOR SLAB 1" = 1'-0"

1

2

TYPICAL BEAM TO BEAM BOLTED CONNECTION DETAIL (HSS SIMILAR) 1" = 1'-0"

BOLTED BEAM CONNECTION SCHEDULE 1 1/2" = 1'-0"

D

'D'

D/3 MIN

D/3 MAX

D/3 MIN

2'-0"

D/3 MIN

D/3 MIN

D/3 MIN

5

TYPICAL HSS TO HSS CONNECTION

B

6

NEW METAL DECK INFILL AT OPENING 1" = 1'-0"

3

TYPICAL BEAM PENETRATION REINFORCEMENT 1 1/2" = 1'-0"


C4X5.4 EDGE BEAM

C4X5.4 EDGE BEAM

7

STAIR LANDING PLAN

1

3/4" = 1'-0"

HANDRAIL CONNECTION 1 1/2" = 1'-0"

5 S204

G 4 S002

A

8

STAIR SECTION UPPER STRINGER

5

1/2" = 1'-0"

HSS STRINGER TO (E) BEAM @ 3RD FLOOR

2

1" = 1'-0"

HANDRAIL @ 3RD FLOOR SLAB 1" = 1'-0"

4 S002

9"

6

2 3/4"

S204

9

STAIR SECTION BOTTOM STRINGER 1/2" = 1'-0"

6

HSS STRINGER TO (E) BEAM @ 2ND FLOOR 1" = 1'-0"

3

STAIR TREAD DETIAL 1 1/2" = 1'-0"


C

AISC 'K' DISTANCE + 1/2" 3" TYP

2 X BOLT DIA.

C

12

BEAM TO COLUMN CONNECTION 1" = 1'-0"

8

DETAIL 1" = 1'-0"

1

9

1" = 1'-0"

4

1" = 1'-0"

CONNECTION DETAIL 1" = 1'-0"

DETAIL 1" = 1'-0"

3" TYP

13

DETAIL

TYPICAL BEAM TO BEAM BOLTED CONNECTION DETAIL (HSS SIMILAR)

'X'

'X'

2x BOLT DIA

A

14

DETAIL 1" = 1'-0"

10

JOIST TO STEEL BEAM CONNECTION AT SECOND FLOOR 1" = 1'-0"

5

DETAIL 1" = 1'-0"

A

2

6

11

WELD ACCESS HOLE DETAIL 3" = 1'-0"

7

TYPICAL WF BEAM TO HSS COLUMN BOLTED CONNECTION DETAIL 1" = 1'-0"

DETAIL 1" = 1'-0"

DETAIL 1" = 1'-0"

3

BOLTED BEAM CONNECTIONS SCHEDULE 1 1/2" = 1'-0"


2 1/2"

A

6

11

DETAIL

1

1" = 1'-0"

DETAIL 1" = 1'-0"

STAIR STRINGER/SLAB ON GRADE CONNECTION 1" = 1'-0"

A 14

DETAIL

7

1" = 1'-0"

DETAIL 1" = 1'-0"

A

2

1" = 1'-0"

CHANNEL STRINGER ATTACH DETAIL 2"

1" = 1'-0"

2"

10"

8

DETAIL

6"

7" MAX

A

B 12 A 15

TYP TREAD AND LANDING DECK DETAIL

3

1" = 1'-0"

DETAIL 1" = 1'-0"

HANDRAIL ATTACH DETAIL 1" = 1'-0"

9

DETAIL 1" = 1'-0"

4

DETAIL 1" = 1'-0"

M

16

HANDRAIL ATTACH DETAIL 1" = 1'-0"

13

DETAIL 1" = 1'-0"

10

CHANNEL SPLICE/CRANK DETAIL 1 1/2" = 1'-0"

5

DETAIL 1" = 1'-0"


GRID

5/8" PLYWOOD

GRID

W10X30 4

5/8" PLYWOOD

S0.8

W8X67

W8X67

W10X45

W10X60

6 S0.11

2

SMF1 ELEVATION 3/4" = 1'-0"


1'- 6"

1'- 0"

1 BASEMENT PLAN

1/4" = 1'-0" S0.7

S0.11

9 3'-0"

8

S0.11 CB1 ABOVE

CB2 ABOVE

CB2 ABOVE

8B

1'-0"

S0.7 3'-0"

8A

2'-0"

3

3'-0"

6" 1'-0" 6"

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

WF-1

8

S0.3

3 WF-1

CB1 ABOVE

WF-2

S0.9

WF-1

1'-0"

1'- 6"

S0.11

3'-0"

2'-0"

1'- 0"

S0.9

1'-0"

WF-1

WF-3

2'-6"

2

2'-0"

2'-6"

WF-4

CB2 ABOVE

CB2 ABOVE

WF-2

WF-2

WF-3

3'-0"

WF-1

1'-0"

2'-0"

S0.11

1

6 1

S0.10 S0.11


1 FIRST FLOOR LEVEL

1/4" = 1'-0" CB2

CB2

B

5'-4"

D 5'- 4"

CB1

CB2

CB2

B

B

15'-6"

12'-10"

SMF W10X60

B

11'-0"

B

6'-0''

B

4'- 0''

D

4'- 0"

S1.4

1

S0.11

7

S0.10

7

S0.10

5

S0.11

9

S0.11

1 S0.10

7


5 W10X22

S0.8

A

3.5X14 PSL

6'-0"

A

S0.8

6'-0"

5

4x10

MSTC40

4x14

MSTC40

W10X22

1

4x14

4x14

S0.8

12

S0.9

3

WALL BELOW

MSTC40

B 4'-6"

5.25X14 PSL

W10X45 SMF

W10X15

W10X15

8'-0" W10X30

4'-6"

S0.8

4x10

S0.9 W10X30 CANT.

8x10

8x10

8x10

8x10

8x10

S0.9

B

15'- 6"

8

MSTC40

S0.8

8x10

4x12

S0.8 A

4x14

4x14

MSTC40

6'- 0"

B

MSTC40

MSTC40

MSTC40

4x12

W10X15

10

W10X15

W10X15

A

9'-6"

S0.8

A

7'-6"

A

W10X30

5.25X14 PSL

9

W10X15

4x12

4x10

C12X30 CANT

S1.4

2

10

1

余杨 大样图节选  
余杨 大样图节选  
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