potluri-unit8-final-1

ROOF ASS'Y (TO BE
DEVELOPED) (TYP.)
CONC. ROOF DECK
OVER STEEL
FRAMING
W30X116 STEEL
BEAM (TYP.)
3" CONCRETE
SLAB AT L2
SCREEN WALL
12" FOUNDATION
WALL
LINE OF FINISH
GRADE
8 X 8 STEEL COLUMN
(TYP.)
SLAB ON GRADE AT
L0 BASEMENT, WITH
THICKENED EDGE
WATERPROOFING
AND DRAINAGE AT L0
PERIMETER
LINE OF EXCAVATION
CUT
LINE OF
FOUNDATION DRAIN
AT L0 BASEMENT
PERIMETER
UNDISTRIBUTED SOIL
aH aG aF
aE aD aC
aB
97' - 8"
7' - 0" 6' - 10 1/32" 22' - 3 31/32" 10' - 10" 6' - 2" 29' - 2" 15' - 4"
aA
12' - 0" 20' - 2" 15' - 2"
47' - 4"
W18X50 STEEL BEAM
TERTIARY
SUPPORT SYSTEM
FLOOR FINISH
SYSTEM TO
BE
DEVELOPED (TYP.)
ENGAGED COLUMN
WITH COLUMN
FTG.BELOW COL.
(TYP.)
Roof a
35' - 4"
FOUNDATION WALL
WITH STRIP FTG.
BELOW WALL (TYP.)
COLUMN FTG.
BELOW COL. (TYP.)
Level 2 a
20' - 2"
CONFIGURATION &
DEPTH OF
EXCAVATION IS
DETERMINED BY
VARYING DEPTH OF
FOOTINGS
LINE OF EXISTING
GRADE
Level 1 all
0' - 0"
BACKFILL (TO BE
REVISED)
Level 0 a c
-12' - 0"
STEPPED FOOTINGS
4'H & 2'V. (TYP.)
LTU CoAD ARC 2313
Project Source
Sheet Issued
Construction Systems 1
Poetry Foundation
06 Dec 2021 Un8
Manasa Potluri, Fall 2021
Chicago, Illinois
John Ronan
GENERAL NOTES
1
a/03/ Bldg. Section 1b "N-S, to E"/ Struct.
Horiz. & Vert./ (A301b x120)
1" = 10'-0"
1. REFER TO PLANS FOR GENERAL NOTES ON MATERIALS AND
SYSTEMS
2. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFOR-
MATION ON TYPICAL CONDITIONS
DRAWING LEGEND
LINE OF "PLACE-
HOLDER" OBJECT (TO
BE DEVELOPED).
AREA TO COORD.;
AREA/ITEM REVISED
(RED, THEN BLACK).
Sheet Title
Bldg. Section 1b/
Structure Horiz. &
Vert. (x120)
aA301b