A - 1

B - 1

C - 1

A - 2

B - 2

C - 2

A - 3

B - 3

C - 3

GENERAL NOTES

1. ALL CONCRETE QUALITY, MIXING AND PLACING, AND FORMWORK SHALL BE

IN ACCORDANCE WITH THE LATEST ACI CODE. ALL CONCRETE SHALL HAVE

A MINIMUM COMPRESSIVE STRENGHTH OF 3000 PSI AT 28 DAYS. A 6 MIL

POLYETHYLENE SHEET (VAPOR BARRIER) SHALL BE PLACED IN BOTTOM AND

SIDED OF EXCAVATION WHERE CONCRETE IS TO BE PLACED AGAINST GRADE.

2. REINFORCING BARS SHALL CONFORM TO ASTM A 615 GRADE 60 EXCEPT THAT

#2 AND #3 BARS MAY BE GRADE 40. DETAILING AND PLACEMENT OF REIN-

FORCING SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE.

3. WELDED WIRE MESH (W.W.M.) SHALL BE IN ACCORDANCE WITH ASTM A 185.

4. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING

CAPACITY OF 3000 LBS. PER SQUARE FOOT.

5. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF AND

INSTALL ALL SLOTS, SLEEVES, ANCHOR BOLTS, MASONRY ANCHORS, ETC.

AS REQUIRED BY OTHER TRADES.

7. PIT WALL SHALL BE BRACED WHILE COMPACTING BACKFILL AND PLACING

FLOOR SLAB.

8. NOT USED.

9. CASING FOR ELEVATOR HYDRAULIC SYSTEM TO BE LOCATED TO SUIT EQUIP-

MENT FURNISHED.

10. THE SOIL BENEATH FOUNDATIONS, SLABS, ETC. SHALL BE COMPACTED TO

95 PER CENT OF THE MODIFIED PROCTOR DRY DENSITY TO A DEPTH OF 12 "

BELOW THE BOTTOM OF CONCRETE. ALSO ANY STRUCTURAL FILL REQUIRED

SHALL BE PLACED IN 6" LAYERS AND COMPACTED TO THE SAME EXTENT.

A B

C

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7

S2

SECTION

NOT TO SCALE

4

S2

ROOF & CAB FLOOR FRAMING PLAN

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

2

S2

TOP FLOOR FRAMING PLAN

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

1

S2

2ND FLOOR FRAMING PLAN

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

3

S2

3RD, 4TH AND 5TH FLOOR FRAMING PLAN

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

B2B1B

B1

B

6

S2

24

A14

24

A14

6

S2

5

S2

SECTION

NOT TO SCALE

S2

6

NOT TO SCALE

SECTION 10

S2

SECTION

NOT TO SCALE

S2

9SECTION

NOT TO SCALE

1 / 4 " STIFFENER PLATE

FOR LOCATION SEE DWG.

SO - E - 4017 - S4

FULL DEPTH PENETRATION WELD

5 / 8 " STIFFENER

PLATES SAME LOCATION

AS STIFFENER PLATES IN

12W ABOVE

1 / 2 " PLATE

W12 (SEE DWG. SO - E - 4017 - S4 )

1 - 1 / 2 " METAL DECK

W12 X 14

6 X 6 - 10 / 10 W.W.F.

1 - 1 / 2 " METAL DECK

6 - 3 / 16 "

BEAM℄BAR BRACE

24" O. C.

SEE SECTIONS

5, 8, & 9 THIS

SHEET

W 8 X

10

W 8 X

10

1' - 0"

W 8 X

10

W 8 X

10

20 ' - 3 "

W 18 X 35

W 18 X 35

W

1

8

X

3

5

W

1

8

X

7

7

W 8 X

10

W 8 X

10

W 8 X 10

W 8 X 10

W 8 X 10

W 8 X 10

1' - 0"

W 8 X 10

W

1

4

X

3

0

7

S2

1' - 0"

W 8 X

10

W 8 X

10

5

A 8

W 8 X

10

W 8 X

10

W 12 X

22

W 12 X

22

W 12 X

19

W 12 X

19

W 12 X

19

W 12 X

19

W 12 X

19

W 12 X

22

W 14 X 30

W 14 X 26

A

15 ' - 9 "15 ' - 9 "15 ' - 9 "15 ' - 9 "

W 14 X 30W 14 X 43

C A C

C5 X 6.7

SEE ARCH. FLOOR

PLANS AND SECTION

SEE ARCH. FLOOR

PLANS AND SECTION

W 14 X 26

W 14 X 34

W 12 X

22

W 12 X

19

W 12 X

19

W 12 X

19

W 12 X

19

W 12 X

19

W 12 X

22

17 ' - 3 "

14 ' - 3 "

W 14 X

30

W 14 X

30

W 14 X

30

W 14 X

34

W 14 X

34

W 8 X

10

W 8 X

10

20 ' - 3 "

SEE ARCH. FLOOR

PLANS AND

SECTION

24

A14

3 / 8 " PLATE

COMPLETE

PENETRATION

NOTE:

CONNECTION SIMILAR TO ALL W18 TO W18.

AT W14 TO W18 CONNECTION SIMILAR EXCEPT

USE 4 - 7 / 8 " Ø H. S. B.

4 - 3 / 4 " Ø

H. S. B.

GENERAL NOTES:

1. THIS DRAWING WAS CREATED FROM SCAN OF BLUE PRINT - 1984 CONSTRUCTION

PLAN SET. SOME OBJECTS ARE NOT LEGIBLE ON ORIGINAL BLUE PRINT IMAGE

AND COULD NOT BE DETERMINED FOR CONTENT.

W 14 X 22W 14 X 22W 14 X 34

W 14 X 34

W 14 X 30

PL

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GENERAL NOTES:

1. THIS DRAWING WAS CREATED FROM SCAN OF BLUE PRINT - 1984 CONSTRUCTION

PLAN SET. SOME OBJECTS ARE NOT LEGIBLE ON ORIGINAL BLUE PRINT IMAGE

AND COULD NOT BE DETERMINED FOR CONTENT.

SO-E - 4050 - S3

A T C T

COLUMN SCHEDULE

FRAME BRACING

TIER

COL. NO. A 1 A 2 A 3 B

1

3 B

2

3

ROOF DECK

ELEV. 72 ' - 9 1 / 2 "

TOP FLOOR

ELEV. 60 ' - 5 "

12 ' - 1 "

12 ' - 1 "

12 ' - 1 "

12 ' - 1 "

12 ' - 1 "

C 1 C 2 C 3B 2

B2

B1

2

A

C 1

ROOF

FRAMING

TOP FLOOR

FRAMING

12 ' - 7 "

12 ' - 1 "

12 ' - 7 "

TO

P O

F S

TE

EL

FR

AM

IN

G U

NL

ES

S

IN

DIC

AT

ED

T

HU

S ( - - - )

6 - 1 / 2 "

C 12 X 20 . 7

3 / 16

8 " X 5 / 16 "

6 - 1 / 2 "

PLATE 5 / 8 " TYP. AT BRACE

6 - 1 / 2 "

BASE PLATE

PL

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GENERAL NOTES:

1. THIS DRAWING WAS CREATED FROM SCAN OF BLUE

PRINT - 1984 CONSTRUCTION PLAN SET. SOME OBJECTS

ARE NOT LEGIBLE ON ORIGINAL BLUE PRINT IMAGE AND

COULD NOT BE DETERMINED FOR CONTENT.

1 - 1 / 2" X 1 / 4 BAR

WELD TO

CEILING LINE

8 ' - 4 "

TO

F

LO

OR

42 " X 42 " ALUM. GRILLE

1" X 1" X 1/16" CONT.

AROUND HATCH OPENING

CARPET TILE

2" CONCRETE

3

S4

3 1/2"

1 - 1 / 2 " Q - DECK

W8

1-1/2" X 1/4 " BARS SPACED

EVENLY TO PROVIDE

3 PER SIDE (4 SIDES)

3" X 3" X 1/4" L 10 - 1/2"

1 / 4 "

1" X 1" X 1/8" L CONT.

AROUND HATCH OPENING.

8' - 4"

1" X 1" X 1/8"

4 1/4"

12"

4 1/4"

SPOT WELD

1 - 1/2" X 1 - 1/2" X 1/8" L

RIBS 2" - 0" O.C. AROUND

STAIR OPENING

1 / 8" SKIN

& BOTTOM. TERMINATE

@ FACE OF STAIRWAY

SIDES

WALL

L 3" X 4" X 1/4" X 3"

ON EACH SIDE OF

RIB L ' s

STAIR

DETAILS

A / 15

1 / 4 "

1 / 4 " BENT

4 ' - 0 "

3 - 1 / 2" CONC. FLOOR SLAB

1 ' - 7 " 3 ' - 10 "

2' X 2' X 1 / 4"

N. S. & F. S.

W8 X 31

3' - 6"

2' - 6"

3' - 6" SQ.

HATCH

OPENING

( OR AS REQ'D.

FOR FLOOR HATCH

PROVIDED)

8

3

2

1

4

57

9

10

NOTCH OUT BENT PLATE FOR BEAM.

TACK WELD TO BEAM.

8 X 11.5

3" X 5" X 1/4" L (TYP.)

3" X 3" X 3 / 8" L's

2 - 5 / 8" BOLTS (TYP.)

W8 X 31

3 ' - 1 - 1 / 2 "

6 ' - 11 "

2 ' - 11 - 1 / 2 "

W 12 X 65 BOX BEAM

W 8 X

18

6"6"

W 8 X

18

2 ' - 10 " X 6 ' - 3 "

STAIRWAY

OPENING

1 ' - 0 "

1 "

8 X 11.5

3 - 3 / 8 "

1

S4

CAB FLOOR FRAMING PLAN

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

TOP OF STEEL FOR ALL FLOOR FRAMING. STEEL

SHALL BE 3 - 1 / 2 " BELOW TOP OF 12WF65 BOX BEAM.

7

S4

6

2

S4

3

S4

4

S4

8

S4

1 / 2 " CONT

W12X65

3 ' - 11 - 1 / 2 "

3 1/2"

8"

8 X 11.5

1/4 " WELD AND GRIND SMOOTH

3 " X 3 X 1 / 4 " CORNER L 10 - 1 / 2" LONG

CARPET TILE

2 "

2 "

2 - 1 " BOLTS

3/16

( TOP & BOT. FLG. )

3 " X 3 " X 3/8 "

5 / 16 "

1 / 2 " BENT

5 / 16

2 - 1 / 4 "

7 "

5 - 1/8"

1 - 7 / 16 "

3" x 4" x 1/4" L CONTINUOUS

AROUNDALUM. EDGE STRIP (TYP. )

CARPET

2" X 2"

BLOCKING

W8 X 17

6 "

1 - 1 / 2 " Q-DECK

3

1

2

"

3" X 4" X 1/4" X 3" L ON

EACH SIDE OF RIB

3 / 8

( TYP. )

1 - 1/2" x 1 - 1/2" x 1/8" L's CONT. ALONG

BOTTOM SKIN ⅊ @ 1' - 6" O.C.

3"

4

S4

SECTION

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

42" SQ. ALUM. GRILLE

1/4" ⅊ (WELD & GRIND SMOOTH)

SECTION

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

TO

F

LO

OR

SPOT WELD

EVERY 6 "

CEILING

5

S4

DETAIL

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

TYPICAL ALL 5 CORNERS

FLOOR HATCH

( SEE SPECIFICATIONS )

6

S4

12' - 0"

TO

F

LO

OR

7

S4

SECTION

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

2

S4

SECTION

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

6

S4

SECTION

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

54°

1

1

2

"

5 / 16

3 / 8 "

8

S4

SECTION

SCALE : 1 - 1 / 2 " = 1 ' - 0 "

W8 X 17

CELING TILE

CELING LINE

Q-DECK

8 X 11.5

1 / 8" SKIN

RAILING SUPPORT

1 - 1/2" X 3/4" BAR

ALUM. EDGE STRIP

2" X 2" BLOCKING

3" X 4" X 1/4" L CONT.

AROUND STAIR OPENING

CAB FLOOR

4"

2 L's 3" X 4" X 1/4"

X 0' - 6" ( FS ) @

1' - 6" O.C. ATTACH

TO SKIN ⅊ & W 8

BEAM AS SHOWN IN

SECTION 2

RAILING SUPPORT

1 - 1/2" X 3/4" BAR

2-12

TYP.

4"

PLUG

WELD

@

12"O.C.

6 "

W8 X 17

NOTE:

2' - 3" L X 2' - 6" W OPENING

IN BOTTOM SKIN ⅊ . SEE

SHT A15 FOR LOCATION

3 / 16

TYP.

1 / 4 "

4

"

3

"

1 / 2 " X 7 "

1" X 3 "

4 X 7 COL.

1/2 "

1

' -

8

"

3

1 2

"

1

1

2

"

2"

1

1 4

"

1 / 2 " RAD.

GRIND

SMOOTH

1 - 1/8 "

5 / 16"

ELEV. + 73 ' - 8 "

1 "

2 "8 "

2 "

5 / 8 " ⅊

3 "

3 "

4 - 1 " BOLTS

6 X 6 X 6 / 6 W.W.F.

3 / 8 " ERECT ' N

BOLT

6 "

6

"

12 "

5 / 8 "

1

0

"

6

"

CONC. FILL

1 - 1 / 2 " MT ' L DECK

4 "

2 " X 2 " X 1 / 4 " L

N. S. & F. S.

3 / 16

1 / 4 " ⅊W12 X 6.5

3 / 16 "

5 / 8 "

1 / 2" ⅊

1 "

10 - 7 / 8 "

SO-E - 4050 - S4

A T C T

CAB FLOOR FRAMING PLAN AND DETAILS

W 8 X

18

9 "

7

'

-

3

1

/

8

"

2

'

-

3

"

2

'

-

3

"

2

'

-

3

"

1

'

-

6

"

1

'

-

6

"

2

'

-

3

"

1' - 0"

PL

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D: 1

2/5

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01

8 4

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6 P

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Y: R

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: 1

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96

7' ||L

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