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a1
1' - 4"
1' - 2"
2 1/2" MTL STUDS
AT 16" O.C. WITH
GWB ON ONE
SIDE
ONLY
2" METAL PANEL
RAINSCREEN
CLADDING SYSTEM,
WITH 2" HORIZ.
METAL Z-FURRING
CMU WALL
CAVITY
BACKUP SYS.
8 X 8 STEEL COLUMN
(TYP.)
2" RIGID BOARD
CONTINUOUS
INSULATION AT
EXTERIOR CLADDING
CMU WALL CAVITY
Level 1 all
0' - 0"
VCT FLOOR FINISH
SLAB ON GRADE AT
L1
21X62 STEEL BEAM
(TYP.)
FOUNDATION WALL
WATERPROOFING,
DRAINAGE MAT
LOOSE GRAVEL FILL
BEYOND DRAINAGE
MAT
ENGAGED COLUMN
CENTERED (PIER) WITH ON COL.
COLUMN (PAD) FTG. LINES BEYOND (TYP.)
(ECCENTRIC) (AT
RETENTION)
2
a/62/ Section Detail/ WS1 Callout L0-L1/
Typical Wall/ At Grade/ (A551 x08)
1 1/2" = 1'-0"
FOUNDATION WALL
(TYP.)
EARTH RETENTION
SYSTEM AT
PROPERTY LINE
(SHEET PILING)
1/2" COMPRESSIBLE
FILLER
UNDISTURBED
EARTH
5" CONCRETE SLAB
ON GRADE AT
L0 BASEMENT
4" COMPACTED
SAND LAYER (WITH
VAPOR RETARDER)
(TYP.)
FOUNDATION
PREIMETER DRAIN
(SPECIFIC FOR
EARTH RETENTION
SYSTEM)
COMPACTED FILL
LAYER PLACED
FROM EXCAVTION
CUT UP TO COM-
PACTED
SAND (TYP.)
Level 0 a c
-12' - 0"
STRIP FTG. BELOW
WALL (TYP.)
COLUMN FTG.
CENTERED BELOW
COL. (TYP.)
1
a/61/ Section Detail/ WS1 Callout L0/
Typical Wall/ At Ftg./ (A551 x08)
1 1/2" = 1'-0"
aA551
Sheet Title
Section Detail/
Typical Ext. Wall at
Fnd & Grade (x08)
Sheet Issued
06 Dec 2021 Un8
Project Source
Poetry Foundation
Chicago, Illinois
John Ronan
LTU CoAD ARC 2313
Construction Systems 1
Manasa Potluri, Fall 2021