CSSPTF Drawings - Amendment

RWB

C

10/13/26

C

C

REVISED PER AMENDMENT 001

C

RTA

SUBMITTAL NOT

FOR

A CONSTRUCTION

SEAL

INDEX:

OF 106

4.

FOR TYPICAL MASONRY DETAILS, SEE SHEET S-506.

E

10/13/26

E

91'-5"

S-302

TYP 4-PLA

W10x68
COL

1'-2" WALL

TOP OF CONC

PAD EL 95'-4"

C

S-301

S-301

VERT

BRACING

(TYP)

TYP

S-301

S-301

LADDER UP TO

EL 117'-8 3/4"

2'-9"

2'-9"

*

FLOOD VENT

*

FLOOD VENT

2'-9"

2'-9"

*

FLOOD VENT

B

*

FLOOD VENT

B

S-201

FIRST FLOOR SLAB PLAN

1/8"=1'-0"

4'

8'

16'

- TOP OF 10" SLAB EL 100'-0" (DATUM)

DIMENSIONS TO BE COORDINATED WITH ACTUAL

EQUIPMENT PURCHASED AND WITH ARCH SHEETS

- L-X DENOTES STEEL ANGLE LINTEL, SEE STEEL LINTEL &

BEARING PLATE SCHEDULE ON S-505.

- FIRST FLOOR SLAB IS A STRUCTURAL DIAPHRAGM AND

PART OF THE SEISMIC FORCE RESISTING SYSTEM.

SAWCUTTING FOR FUTURE UNSPECIFIED WORK IS NOT

PERMITTED WITHOUT DETAILED ANALYSIS BY A

PROFESSIONAL ENGINEER.

SEE SHEET S-101 FOR ADDITIONAL PILE LOCATING

NOTES.

*

**

A

A

SEAL

Sheet
Reference No.

S-102

INDEX:

Description
Mark

FIRST FLOOR SLAB PLAN

CARGO SECURITY AND SEIZED PROPERTY TRAINING FACILTY

2000 BAINBRIDGE AVE, CHARLESTON, SC

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

OF

RWB

DEB

Ckd by:

A

TYP

FOR RAMP RETAINING

WALLS, SEE S-101 FOR

ADDITIONAL INFORMATION

Reviewed by:

COORD PLACEMENT

OF REBAR WITH FLOOR

BOX LOCATIONS

STV Incorporated

7'-0 1/2"

5"± SLAB DEPRESSION AT ELEC FLOOR

BOX, TYP 21-PLA, COORD FLOOR BOX

LOCATIONS WITH ELEC CONTRACTOR

5/8"

A

S-302

DEB

5/8"

RAMP, SEE

CIVIL SHTS

6'-0"

CONC PAVEMENT,

SEE CIVIL SHTS

S-304

RECESSED AREA, DROP TOP REBAR

DOWN AT SLAB DEPRESSION TO

MAINTAIN CONC COVER, SEE

INTERIORS DRAWINGS FOR EXTENT

OF SLAB DEPRESSION REQUIRED

S-301

*

*

S-301

ADD'L REINF AT CORNERS

OF SLAB DEPRESSION, SEE

TYPICAL DETAIL ON S-501

16'-2 1/2"

SIGN, SEE

CIVIL SHTS

15'-10"

B

4'-6 1/2"

*

W10x68 COL

C LADDER

1'-2" WALL

11"

7'-3"

(3)-#6 @ 12 TOP & BOT REINFORCING

IN ADDITION TO THE TYPICAL FLOOR

SLAB REINFORCING, TYP 3-SIDES OF

RECESSED LOADING DOCKS

B.2

File: I:\Projects\D011751.000\D011751.000_0001\90_CAD Models and Sheets\06_S_Structural\CSSPTF\S-102 ; Plotted: 10/12/2026 5:36 PM by DOUGLAS BEAM ; Saved: 10/12/2026 5:34 PM

FD

1:1 (D SHEET)

HSS 8x3 POST FOR

MOVEABLE PARTITION

Plot scale:

7'-3"

Drawing code:

C

S-302

1'-7 1/2"

A

S-202

3'-1"

S-201

D

D011751.000

15'-2 1/2"
S-301

3'-0"

3'-11"

S-301

RECESSED LOADING

DOCK, 3 PLA

SLOPE

C.7

FD

2'-0"

3'-0"

6'-2"

10'-0"

2'-0"
14'-0"
16'-2 1/2"