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File name: 657-CSI-332_1-SS7.pdf

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SEE 7/1-SS8

FOR EXP. JT.

COL.

PER PLAN

SLAB ON GRADE

PE RPLAN

BEAM

PER PLAN

12"x18"x3/8" EMBED PL.

W/(4)-1/2" DIA x 6" HCA

WALL BEYOND

TSL BASEMENT

89' - 0"

SECTION @ EXIST WALL

1" = 1'-0"

BOTTOM OF NEW ROOF

@ ADDITION

WALL REINF.

SEE 7/1-SS7

EXTERIOR

DRAIN

TILE. PITCH

TO SUMP.

SEE PLUMBING

DRAWINGS

3' - 0"

GRADE BEAM

PER PLAN

DRILLED PIER

PER PLAN

3/4" = 1'-0"

SECTION @ FND WALL @ PILASTER @ BEAM

A-A 24x24 AND 24x29 PILASTER DETAIL

3/4" = 1'-0"

1" = 1'-0"

3a

EXIST COL.

COL. PER PLAN

SLOPE

#4 @
18"O.C.

SUNSHADE/WINDOW

SYSTEM

PER ARCH

#4 @ 18"O.C.

(2)-#3 TIES @ 6" O.C.

(2)-#6

EXIST FOOTING

SLOPE

5"

3/16" HILTI KWIK-CON II OR

EQUAL @ 12"O.C. (1" EMBEDMENT)

TOW/ F. F.= 100' - 0"

1st FLR. TSL =

99' - 11 1/4"

1st FLR TOS=

99' - 6"

TERRAZZO

FLOOR

COORDINATE

WITH ARCH

SIDEWALK

PER CIVIL

2'-0"

DOWELS TO

MATCH VERT.

SLAB CONSTRUCTION

JOINT TO FOLLOW

RADIUS OF DOOR

GLAZING

3/4"

1' - 6"

1' - 11 1/2"

TSL BASEMENT

89' - 0"

3/16" HILTI KWIK-CON II OR

EQUAL @ 12"O.C. (1" EMBEDMENT)

#6 @ 18"O.C.
E.F.

DOWELS TO

MATCH VERT.

2'-0"

#4 @ 18"O.C.

2'-0"

TSL BASEMENT

89' - 0"

EXTERIOR DRAIN

TILE. PITCH

TO SUMP.

SEE PLUMBING

DRAWINGS

1st FLR. TSL =

99' - 11 1/4"

1st FLR TOS=

99' - 6"

FOAM BLOCKING

1' - 0"

GRADE BEAM

PER PLAN

1' - 0"

1' - 0"

GRADE BEAM

PER PLAN

(3)-#6 EA. FACE

#5 STIRRUPS

@ 10"O.C.

3" CLR.

6"

1/2" = 1'-0"

#5 @ 18"O.C. E.F.

2'-0"

EXTERIOR DRAIN

TILE. PITCH

TO SUMP.

SEE PLUMBING

DRAWINGS

1st FLR. TSL =

99' - 11 1/4"

1st FLR TOS=

99' - 6"

#4 @ 18"O.C.

#5 STIRRUPS

@ 10"O.C.

SEE 7/1-SS7 FOR

WALL REINF.

(5)-#6 TOP & BOT.

#6 T&B DRILL &

EPOXY

INTO WALL W/

6" MIN. EMBED

(5)-#6 TOP & BOT.

SECTION @SLAB @ REVOLVING DOOR

3/4" = 1'-0"

SECTION @ HAUNCH

3/4" = 1'-0"

SECTION @ FRONT

DOWELS TO

MATCH VERT.

3/4" = 1'-0"

TSL BASEMENT

89' - 0"

(314)-567-7999

GRADE BEAM

PER PLAN

(3)-#6 TYP.

Drawing scanned and vectorized by Manzer, Sanchez & Assoc., Inc.

one-quarter inch = one foot

F

EXTERIOR

DRAIN

TILE. PITCH

TO SUMP.
SEE

PLUMBING

DRAWINGS

#5 STIRRUPS

@ 10"O.C.

(5)-#6 TOP & BOT.

Date

63005
Fax: 636.530.7877

Suite 1250
63101-1236
Fax: 314.621.0261
www.fox-arch.com

COPYRIGHT 2002-SSC ENGINEERING, INC.

18207 Edison Avenue
Chesterfield, Missouri
Phone: 636.530.7770

500 Washington Avenue
St. Louis, Missouri

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