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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