potluri-unit8-final-1

List of Sheets/ Required

UNIT 1&2: EXCAV. & FOUNDTN. DD MON YYYY

P

UNIT 3: STRUCT. HORIZ. & VERT. DD MON YYYY

P

UNIT 4: WALLS SUBSTRT. & INT. DD MON YYYY

P

UNIT 5: VERT. COORD. & STAIRS DD MON YYYY

UNIT 6A: EXT. ENCL. SCOPE DD MON YYYY

P

UNIT 6B: EXT. ENCL. DETAIL DD MON YYYY

P

UNIT 7: INTERIOR FINISHES DD MON YYYY

P

UNIT 8: PROJ. RECAP. & COORD. DD MON YYYY

r

ISSUED FOR: DATE:

NOTES:

* LEVEL OR LOCATION VARIES BY PROJECT

** SAME LOCN. AS A301, OTHER SYSTEMS NOTED

p

C

r

SHT.

NO.

G001

PROGRESS (UNIT INFO. REQS. MET)

COMPLETE (INDIV. DRAWING REQS. MET)

RECAP (SET DRAWING REQS. MET)

SHT. TITLE (ORDER FOLLOWS U.S. NATL. CAD STD.)

CS1/ LIST OF SHEETS/ REQUIRED

LTU CoAD ARC 2313

Construction Systems 1

Manasa Potluri, Fall 2021

P

P

P

c

c

c

r

r

r

A001

A002

A003

3D/ MASS MODEL "[SW]"/ WITH SITE

3D/ MASS MODEL "[NE]"/ WITH SITE

PLAN/ MASS MODEL/ WITH SITE

c

c

c

c

c

c

c

c

c

P

P

c

c

c

r

r

r

r

r

r

r

r

A011

A012

A013

A014

A015

A016

A050

A051

A100

S120

S130

3D/ CONSTR. SEQ./ EXCAVATION

3D/ CONSTR. SEQ./ FOUNDATION

3D/ CONSTR. SEQ./ WALLS SUBSTRATE & INTERIOR

3D/ CONSTR. SEQ./ EXTERIOR ENCLOSURE "[SW]"

3D/ CONSTR. SEQ./ EXTERIOR ENCLOSURE "[NE]"

3D/ CONSTR. SEQ./ INTERIOR SPACE

EXCAVATION PLAN/ LEVEL L[1]/ OVERALL

EXCAVATION SECTION/ CUT PROFILE

FOUNDATION PLAN/ LEVEL L0/ OVERALL

FRAMING PLAN/ LEVEL L[x]/ OVERALL*

FRAMING PLAN/ LEVEL L[x] ROOF/ OVERALL*

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

P

P

P

c

c

c

c

r

r

r

r

A111

A112

A113

A130

FLOOR & SECTOR PLANS [3 REQ'D, REF. EACH MODEL]



ROOF PLAN/ LEVEL L[x]/ OVERALL*

c

c

c

r

r

r

I 1[11]

I 2[11]

I 401

FLOOR FINISH PLAN/ LEVEL L[1]/ SECTOR S[1]*

REFLECTED CEILING PLAN/ LEVEL L[1]/ SECTOR S[1]*

INTERIOR ELEVATION/ [SPACE & DIRECTION]*

P

P

c

c

r

r

A201

A202

EXT. ELEVATION 1/ PRIMARY/OVERALL*

EXT. ELEVATION 2/ ADJACENT/ENLARGED*

c

c

P

c

P

P

P

c

c

r

r

r

r

r

A301a

A301b

A301c

A301d

A351

BLDG. SECTION 1a/ EXCAVATION & FOUNDATION

BLDG. SECTION 1b/ STRUCTURE HORIZ. & VERT.**

BLDG. SECTION 1c/ WALLS SUBSTRATE & INTERIOR**

BLDG. SECTION 1d/ EXTERIOR ENCLOSURE**

WALL SECTION 1/ TYPICAL WALL*

Sheet Issued

15 Nov 2021

Un7

Poetry Foundation

Chicago, Illinois

Architect

John Ronan Architects

Chicago, Illinois

2011

Student

Manasa Potluri

c

c

P

P

P

P

P

c

P

P

P

P

c

P

P

P

P

P

c

c

c

c

c

c

c

r

r

r

r

r

r

r

r

r

r

A400

ENLARGED AREAS (NOT USED FOR CS1)

A501 PLAN DETAIL/ L0 FOUND. WALL AT CORNER COLUMN

A502 PLAN DETAIL/ L[1] EXT. WALL AT CORNER COLUMN *

A551

A552

A553

A554

A600

A700

A800

SECTION DETAIL/ L0 FOUND. WALL AT FTG. & AT GRADE

SECTION DETAIL/ AT INTERMED. LEVEL

SECTION DETAIL/ AT OPENING

SECTION DETAIL/ AT ROOF

SCHEDULES (DOORS, ETC.) (NOT USED FOR CS1)

USER-DEFINED (TYP. DETAILS) (NOT USED FOR CS1)

USER-DEFINED (NOT USED FOR CS1)

A901-6 3D/ CONSTR. VISUALIZATION/ RTR IMAGE-CAPTURES

Sheet Title

CS1/ List of Sheets/

Required

_G001

Sheet Issued

Project Source

LTU CoAD ARC 2313

06 Dec 2021 Un8

Poetry Foundation

Chicago, Illinois

John Ronan



GENERAL NOTES

1

a/31/ 3D Ext./ "NE" Abv./ Mass Model &

Excav./ (A001 x256)

1. MASS MODEL IS USED TO VERITY THAT UN1-7 CONSTRUCTION

SYSTEMS ARE CORRECTLY MATCHING PRECEDENT BLDG.

DESIGN

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

Sheet Title

3D/ Mass Model

"SE"/ with Site

(x256)

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aA001

Sheet Issued

Project Source

LTU CoAD ARC 2313

06 Dec 2021 Un8

Poetry Foundation

Chicago, Illinois

John Ronan



GENERAL NOTES

1

a/32/ 3D Ext./ "SW" Abv./ Mass Model &

Excav./ (A002 x256)



DESIGN

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

Sheet Title

3D/ Mass Model

"NW"/ with Site

(x256)

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aA002

a1

a2 a2.8 a3 a4 a5 aA201 a6 a7 a8 a9 a10

1

aH

aG

aF

LTU CoAD ARC 2313



aE.2

aD.4

aE

aD

aC

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

1

aA202

aB

aA

Sheet Issued

06 Dec 2021 Un8

GENERAL NOTES

1

a/01/ Plan Level L1/ All/ Mass Model/

(A003 x240)

1" = 20'-0"



DESIGN

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

Sheet Title

Plan/ Mass Model/

with Site (x240)

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aA003

PROPERTY LINE

SLAB ON GRADE AT

LEVEL 1

SLAB ON GRADE AT

LEVEL 0

STEPPED FOOTING

(TYP.)

LTU CoAD ARC 2313



12" FOUNDATION

WALL AROUND BLDG

ISOLATED COLUMN

(TYP.)

LINE OF

FOUNDATION DRAIN

AT BASEMENT

PERIMETER (RED

LINE)

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LINE OF EXTERIOR

WALL FACE (BLUE

LINE)

COLUMN FTG.

BELOW COL. (TYP.)

SPEPPED FOOTING

EXCAVATION &

FOUNDATION

LAYOUT (TYP.)

Sheet Issued

06 Dec 2021 Un8

GENERAL NOTES

1

a/33/ 3D Ext./ "NE" Abv./ Foundation/

(A011 x256)

1. FOUNDATION WALLS: REINF. CONC. 12" THK

2. STRIP FOOTINGS: REINF. CONC. 24"W. X 12" D

3. ISOLATED COLUMNS (PIERS): REINF. CONC. 14" X 14".

4. COLUMN FOOTINGS: REINF. CONC. 72" X 72" X 24"D.

5. SLABS: FLR STRUCT SLAB CIP 5"

6. SLABS TO HAVE CONTROL JOINTS AS SHOWN, &

COMPRESSIBLE FILLER WHERE ABUTTING OTHER STRUCT.

ELEMENTS

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

3D/ Constr. Seqnc./

Foundation (x256)

aA011

PROPERTY LINE

SKYLIGHT

PLYWOOD PARAPET

WALL

HSS 8X8 COLUMNS

HSS 20x8

SCREENWALL

BEAMS

LW 3" CONCRETE

SLAB

W18X50 STEEL BEAM

(TYP.)

W18X50 STEEL BEAM

(TYP.)

W21X62 STEEL BEAM

(TYP.)

SLAB ON GRADE AT

LEVEL 0

STEPPED FOOTING

(TYP.)

LTU CoAD ARC 2313


SLAB ON GRADE AT

LEVEL 2

SLAB ON GRADE AT

LEVEL 1

12" FOUNDATION

WALL AROUND BLDG

ISOLATED COLUMN

(TYP.)

COLUMN FTG.

BELOW COL. (TYP.)

LINE OF

FOUNDATION DRAIN

AT BASEMENT

PERIMETER (RED

LINE)

LINE OF EXTERIOR

WALL FACE (BLUE

LINE)

EXCAVATION &

FOUNDATION

LAYOUT (TYP.)

HSS 6X4 STEEL

TUBES BEHIND

SCREEN WALL

Sheet Issued

Project Source

Poetry Foundation

Chicago, Illinois

06 Dec 2021 Un8

GENERAL NOTES

1

a/35/ 3D Ext./ "NE" Abv./ Walls Substate &

Interior/ (A013 x256)

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

3D/ Constr. Seqnc./

Walls Substrate &

Interior (x256)

aA013

PROPERTY LINE

ROOF DRAINAGE

SYSTEM: TAPERED

INSUL. TO ROOF

DRAINS &

OVERFLOW DRAINS

RIGID BOARD ROOF

INSULATION (MIN.

THICKNESS AS

REQ'D PER ENERGY

CODE CALCS.)

PRE-FINISHED

EXTRUDED ALUM.

COPING SYSTEM

PRE-FIN ALUM.

THERM. BROKEN

SKYLIGHT FRAMING

SYSTEM WITH 1"

INSUL. GLAZING

UNITS.

SKYLIGHT MULLIONS

TO BE

COORDINATED

LTU CoAD ARC 2313



PRE-FINISHED ALUM.

COPING EXTENDER

WITH RETAINER CLIP

5" CURTAIN WALL

SYSTEM

2" METAL PANEL ON

EXT. SUBSTRATE

2" METAL PANEL

RAINSCREEN

CLADDING

SYSTEM, WITH 2"

HORIZ.

METAL Z-FURRING

TYPE MTL-1

DOOR SYSTEM TO

BE

COORDINATED

12" FOUNDATION

WALL AROUND BLDG

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

2" METAL PANEL

RAINSCREEN

CLADDING

SYSTEM, WITH 2"

HORIZ.

METAL Z-FURRING

TYPE MTL-2

HSS 6X4 STEEL

TUBES BEHIND

SCREEN WALL

30X30 CONCRETE

COLUMN

Sheet Issued

06 Dec 2021 Un8

ENTRANCE OPENING

TO BE

COORDINATED

GENERAL NOTES

1

a/36/ 3D Ext./ "NE" Abv./ Exterior

Enclosure/ (A014 x256)

1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL

INFORMATION ON TYPICAL CONDITIONS.

2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT

NOTED.

3. 2"METAL PANEL RAINSCREEN CLADDING SYSTEM, WITH 2"

HORIZ. METAL Z-FURRING (TYP.)

4. FLASH. SYS: SHT. MTL. FLASHING WITH DRIP, OVER

SUBSTRATE AS NOTED

7. ALUM. CURTAINWALL SYSTEM: PRE-FN. ALUM. FRAMING,

INSUL. GLASS

8. MEMB. ROOFING SYS.: FULLY ADHERED MEMBRANE

ROOFING

9. ROOFING TERMINATION SYS: SHT. MTL COUNTER- FLASHING

& EDGE TRIM

10. TAPERED ROOF INSULATION (SLOPE 1/4" MIN.)

11. RIGID BOARD ROOF INSULATION (MIN. THICKNESS AS

REQ'D PER ENERGY CODE CLACS.)

12. ALUMINUM-FRAMED SLOPED GLAZED SKYLIGHT

PLACED ON 6" CFMF CURB

13. METAL FLASHING AT SKYLIGHT CURB BASE AS PER

ROOFING MANUFACTURER'S REQUIREMENTS.

14. GC TO COORDINATE INSTALLATION OF ROOFING WITH

ROOF DRAINAGE ASSEMBLIES AND SYSTEM.

COLUMN FTG.

BELOW COL. (TYP.)

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

3D/ Constr. Seqnc./

Ext. Enclosure "SE"

(x256)

aA014

5" CURTAIN WALL

SYSTEM

PRE-FINISHED ALUM.

COPING EXTENDER

WITH RETAINER CLIP

HSS 6X4 STEEL

TUBES BEHIND

SCREEN WALL

2" METAL PANEL

SYSTEM

EARTH RETENTION

SYSTEM (TYP.)

PRE-FINISHED

EXTRUDED ALUM.

COPING SYSTEM

LTU CoAD ARC 2313



ROOF DRAINAGE

SYSTEM: TAPERED

INSUL. TO ROOF

DRAINS &

OVERFLOW DRAINS

PRE-FIN. ALUM.

THERM. BROKEN

SKYLIGHT FRAMING

SYSTEM WITH 1"

INSUL. GLAZING

UNITS

Sheet Issued

Project Source

Poetry Foundation

06 Dec 2021 Un8

Chicago, Illinois

John Ronan

RIGID BOARD ROOF

INSULATION (MIN.

THICKNESS AS

REQ'D PER ENERGY

CODE CALCS.)

MTL. WINDOW SYS.

(TYP.)

GENERAL NOTES

1

a/37/ 3D Ext./ "SW" Abv./ Exterior

Enclosure/ (A015 x256)




NOTED.




SUBSTRATE AS NOTED


INSUL. GLASS


ROOFING


& EDGE TRIM










DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

Sheet Title

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

3D/ Constr. Seqnc./

Ext. Enclosure

"NW" (x256)

aA015

GWB PAINTED CEILING DRYWALL

CEILING

1X4 TROFFER LIGHT

8" RECECCED CAN

LIGHT

PENDANT LIGHT

FIXTURE

EXTERIOR

STRUCTURAL

GLAZING SYSTEM

MEZZANINE LEVELS

LTU CoAD ARC 2313



GLASS GAURDRAIL

GLASS GAURDRAIL

PAINTED GWB

INTERIOR WALL

PAINTED GWB

INTERIOR WALL

GLASS ENTRY

VESTIBULE

STAINED MAPLE

WOOD PANELING

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

BUILT-IN BOOK

SHELVING

CONTROL JOINTS

WITHIN POURED

CONCRETE

FLOORING

INTERIOR

FURNITURE

ROCK STRIP

INFRONT OF

SHELVING

GENERAL NOTES

1. ADD REFER NOTES... TO MATERIALS NARRATIVE FOR ADDITIONAL

INFORMATION 2. ADD NOTES... ON TYPICAL CONDITIONS.

2. GWB CEILING: 5/8" GWB ON STL JOISTS, PTD.

3. GWB REVEAL AT PERIMETER OF ALL GWB AREAS AT

ADJACENT MATERIALS, PTD. BLACK.

4. 24"x24" ACOUSTICAL CEILING TILES WITH CONCEALED GRID

SUSPENSION. SEE PROJECT SPECIFICATIONS FOR ADDN'L

FRAMING AND SUSPENSION REQUIREMENTS

1

a/38/ 3D Int./ Cam. to "N"/ Interior Space/

(A016 xNTS)

5. 3. ADD 1/2" THIK, NOTES... VENEER-FACED INTERIOR WOOD PANELING W/ 1/2"

METAL 4. ADD NOTES...

REVEAL AT ALL PANEL JOINTS. SEE PROJECT SPECIFICATIONS

FOR

FURRING AND FASTENING REQUIREMENTS TO METAL STUD

FRAMED

SUBSTRATE. NATURAL CLEAR STAIN FINISH,

6. RECESSED BOOK SHELVING TO MATCH WOOD PANELLING.

5. 7. ADD SCORED NOTES... CONCRETE FLOOR FINISH: PREP, SEAL, STAIN

6. PER ADD PROJECT NOTES...

SPECIFICATIONS. CONTROL JOINTS TO BE TOOLED AT THE

TIME OF

PLACEMENT. LAYOUT PER FINISH FLOOR PLAN

GLASS DOOR

SYSTEM

WALK-OFF MAT

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Issued

Sheet Title

06 Dec 2021 Un8

3D/ Constr. Seqnc./

Interior Finishes

(xNTS)

aA016

COLUMN SPACING

LINES

LINE OF EXCAVATION

CUT (FOR

REFERENCE)

EXCAVATION &

FOUNDATION

LAYOUT TYP. FROM

MIRRORED SIDE

CONFIGURATION &

DEPTH OF

EXCAVATION IS

DETERMINDED BY

VARYING DEPTH OF

FOOTINGS

LINE OF EXTERIOR

WALL FACE

LINE OF

FOUNDATION DRAIN

AT BASEMENT

PERIMETER

LINE OF STEP IN

FOOTING (TYP.)

NO SLAB IN AREA

GENERAL NOTES

1

aA351

1

aA501

1

a1

a2 a2.8a3 a4 a5 aA201 a6 a7 a8 a9 a10

1

aA301d

10' - 0" 3' - 6"

4' - 0"

1

199' - 8"

10' - 2" 19' - 6" 4' - 2" 20' - 8" 31' - 8" 21' - 6" 9' - 8" 21' - 4" 31' - 0" 30' - 0"

a/03/ Plan Level L0ac/ All/ Foundation/

(A100 x240)

1" = 20'-0"



2. GENERAL NOTES ARE TYPICAL (TYP.) UNLESS NOTED

OTHERWISE (U.N.O.).

3. FOUNDATION WALLS: REINF. CONC. 12" THK.

4. STRIP

FOOTINGS: REINF. CONC. 24"W. X 12" D.

5. ENGAGED COLUMNS (PIERS): REINF. CONC. 14" X 14".

(A301a,b,c,d)


7. SLAB ON GRADE: 5" REINF. CONC. WITH 8" THICKENED

EDGES,ON VAPOR RETARDER, ON 6" MIN. COMPACTED SAND.



ELEMENTS

9. ROUND DRILLED-PIER FOOTINGS (AS APPLICABLE): REINF.

CONC. 12" DIA.

10' - 0"

10' - 0"

3' - 6"

10. RETAINING WALLS (AS APPLICABLE): REINF.

CONC. 16" THK., WITH ASYMMETRIC FOOTING, REFER TO

STRUCT. DWGS.

11. BOTT. OF FOOTINGS TO BE 42" MIN. BELOW GRADE

(LOCAL FROST DEPTH).

12. FROST BLOCK (AS APPLICABLE): MASS CONC. DOWN TO

BOTTOM OF FOOTINGS

13' - 6"

DIMENSIONS TYP. AT

MIRRORED SIDE

ENGAGED COLUMN

(TYP.)

COLUMN FTG.

BELOW

COL. (TYP.)

FOUNDATION WALL

(TYP.)

STEPPED FTG. (TYP.)

6' - 10 1/32"

2' - 10"

4' - 0"

7' - 0"

19' - 5 31/32"

6' - 10"

15' - 4" 29' - 2" 6' - 2"

aE.2

aD.4

STRIP FTG. BELOW

WALL (TYP.)

INTERSECTIONS OF

COLUMN LINES

MARK COLUMN

LOCATIONS

DRAWING LEGEND

97' - 8"

1

aH

aG

aF

aE

aD

aC

aA202

aB

aA

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

LTU CoAD ARC 2313

Project Source

Sheet Issued

Sheet Title


Poetry Foundation

06 Dec 2021 Un8


Chicago, Illinois

John Ronan

Foundation Plan/

Level L0/ Overall

(x240)

aA100

COLUMN SPACING

LINES

FLOOR FRAMING

CANTALIVERED PAST

COLUMN LINE (TYP.)

3" CONCRETE SLAB

AT L2

W21X62 STEEL BEAM

(TYP.)

SLAB EDGE

COORIDNATED WITH

STAIRS

W30X116 STEEL

BEAM

(TYP.)

GENERAL NOTES

1

a1

a2 a2.8a3 a4 a5 aA201 a6 a7 a8 a9 a10

10' - 2" 19' - 6" 4' - 2" 20' - 8" 31' - 8" 21' - 6" 9' - 8" 21' - 4" 31' - 0" 30' - 0"

1

aA301d

a/01/ Plan Level L2a/ All/ Framing (S120

x240)

1" = 20'-0"



2. COLUMNS/POSTS SIZE AND WD./STEEL/CFMF AS INDICATED.

BASE PLATE AT FOUND. BM./HEADER CONNECTION-TYPES

AS SHOWN (TYP.)

3. BEAMS/HEADERS SOZE & WD./STEEL/CFMF AS SHOWN. COL/

POST CONNECTION-TYPES AS SHOWN (TYP.)

1

199' - 8"

4. JOISTS (FLOOR/ROOF) SIZE & WD./STEEL/CFMF AS INDICATED

(TYP.)

5. DECKING (FLOOR/ROOF) WD./STEEL/ AS INDICATED, WITH

SPAN AS SHOWN (TYP.)

6. CONC. SLAB THICKNESS & REINF. AS INDICATED (IF PRESENT),

(TYP.)

7' - 0"

6' - 10 1/32"

19' - 5 31/32"

2' - 10"

6' - 10"

4' - 0"

29' - 2" 6' - 2"

15' - 4"

97' - 8"

DIMENSIONS TYP. AT

MIRRORED SIDE

HHS 6X4 STEEL

TUBES BEHIND

CURTAIN WALL

aE.2

aD.4

DRAWING LEGEND

aH

aG

aF

aE

aD

aC

8 X 8 STEEL

COLUMNS 1 aA202

CONT. TO FLOOR

FRAMING BELOW

INTERSECTIONS OF

COLUMN LINES

MARK COLUMN

LOCATIONS

8 X 8 STEEL

COLUMNS BEARING

ON BEAM BELOW

aB

aA

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

LTU CoAD ARC 2313

Project Source

Sheet Issued

Sheet Title


Poetry Foundation

06 Dec 2021 Un8

Framing Plan/ Level

L2/ Overall (x240)


Chicago, Illinois

John Ronan

aS120

COLUMN SPACING

LINES

ROOFING ASS'Y (TO

BE DEVELOPED)

(TYP.)

ROOF FRAMING

CANTILEVERED

PAST COLUMN

LINE (TYP.)

LW 3" CONCRETE

SLAB

W18X50 STEEL BEAM

(TYP.)

LINE OF SKYLIGHT

W30X116 STEEL

BEAM

(TYP.)

GENERAL NOTES

1

a1

a2 a2.8a3 a4 a5 aA201 a6 a7 a8 a9 a10

10' - 2" 19' - 6" 4' - 2" 20' - 8" 31' - 8" 21' - 6" 9' - 8" 21' - 4" 31' - 0" 30' - 0"

1

aA301d

a/02/ Plan Level L3a Roofa/ All/ Framing

(S130 x240)

1" = 20'-0"



2. COLUMNS/POSTS SIZE AND WD./STEEL/CFMF AS INDICATED.

BASE PLATE AT FOUND. BM./HEADER CONNECTION-TYPES

AS SHOWN (TYP.)

3. BEAMS/HEADERS SOZE & WD./STEEL/CFMF AS SHOWN. COL/

POST CONNECTION-TYPES AS SHOWN (TYP.)

1

199' - 8"

4. JOISTS (FLOOR/ROOF) SIZE & WD./STEEL/CFMF AS INDICATED

(TYP.)

5. DECKING (FLOOR/ROOF) WD./STEEL/ AS INDICATED, WITH

SPAN AS SHOWN (TYP.)

6. CONC. SLAB THICKNESS & REINF. AS INDICATED (IF PRESENT),

(TYP.)

6' - 10 1/32"

2' - 10"

4' - 0"

7' - 0"

19' - 5 31/32"

6' - 10"

29' - 2" 6' - 2"

15' - 4"

97' - 8"

DIMENSIONS TYP. AT

MIRRORED SIDE

SCREEN WALL

HHS 6X4 STEEL

TUBES BEHIND

SCREEN WALL

aE.2

aD.4

DRAWING LEGEND

aH

aG

aF

aE

aD

aC

8 X 8 STEEL

COLUMNS 1 aA202

CONT. TO FLOOR

FRAMING BELOW

INTERSECTIONS OF

COLUMN LINES

MARK COLUMN

LOCATIONS

8 X 8 STEEL

COLUMNS BEARING

ON BEAM BELOW

aB

aA

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

LTU CoAD ARC 2313

Project Source

Sheet Issued

Sheet Title


Poetry Foundation

06 Dec 2021 Un8


Chicago, Illinois

John Ronan

Framing Plan/ Level

L3/ Roof Overall

(x240)

aS130

a1

a2 a2.8a3 a4

10' - 2" 19' - 6" 4' - 2" 20' - 8"

2" PERFORATED

METAL PANEL

TRANSPARENT

SYSTEM

aH

ROCK STRIP

INFRONT-OF

SHELVING

EXTERIOR WALL

CMU 8" (TYP.)

1

aI 401

7' - 0"

29' - 2"

aG

aF

2.5" X 5"

RECTANGULAR

MULLION

5" CURTAIN WALL

2" METAL PANEL

SYSTEM (TYP.)

BUILT-IN

BOOKSHELVES

1

aA351

8' - 0"

17' - 0"

CURTAIN WALL

GLASS DOOR

aE

L1 2" FLOOR SLAB

INTERIOR WALL

GWB 4.875"

aC

INTERIOR WALL

GWB 3.125 TO

COVER COLUMN

STAIR SYSTEM

RATED INTERIOR

WALLS MS 4.75"

29' - 2"

BAMBOO GARDEN

8X8 STEEL COLUMN

(TYP.)

STAIR STYSTEM

aB

INTERIOR WALL GWB

3.125 TO COVER CMU

EXTERIOR WALLS

(TYP.)

15' - 4"

aA

1

aA301d

WALL OPENING

GENERAL NOTES

1. COLUMNS ABOVE BASEMENT HSS 8x8

2. PRIMARY BEAMS CS Frmg Str/ W30

3. SECONDARY BEAMS CS Frmg Str/ W21

4. TERTIARY BEAMS CS Frmg Str/ W18

5. SCREENWALL BEAMS CS Frmg Str/ HSS 20x8

6. FLOOR SLAB CS Flr Int Struct/ Conc 5" THICK

7. FIRST FLOOR EXTERIOR WALLS CMU 8"

1

a/21/ Plan Sector Callout L1/ S1 "W"/ (A111

x120)

1" = 10'-0"

8. FIRST FLOOR INTERIOR NON RATED WALLS GWB 4.875"

9. FIRST FLOOR INTERIOR RATED WALLS GWB 4.75"

10. SECOND FLOOR EXTERIOR WALLS MS 6"

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aA111

Sheet Title

Sector Plan/ Level

L1/ Sector S1 "W"

(x120)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



HHS 6"X4" STEEL

TUBES BEHIND

CURTAIN WALL

1

aA051

a4 a5 a6 a7

2" PERFORATED

METAL PANEL

TRANSPARENT

SYSTEM

31' - 8" 21' - 6" 9' - 8"

aH

2.5" X 5"

RECTANGULAR

MULLION

7' - 0"

aG

5" CURTAIN WALL

aF

L1 2" FLOOR SLAB

29' - 2"

8X8 STEEL COLUMN

(TYP.)

aE

INTERIOR WALL

GWB 4.875"

17' - 0"

aD

aC

INTERIOR WALL

GWB 3.125 TO

COVER COLUMN

RATED INTERIOR

WALLS MS 4.75"

29' - 2"

aB

INTERIOR WALL GWB

3.125 TO COVER CMU

EXTERIOR WALLS

(TYP.)

15' - 4"

EXTERIOR WALL

CMU 8" (TYP.)

aA

2" METAL PANEL

SYSTEM (TYP.)

GENERAL NOTES








1

a/22/ Plan Sector Callout L1/ S2 "Mid"/

(A112 x120) (no sht)

1" = 10'-0"




DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aA112

Sheet Title

Sector Plan/ Level

L1/ Sector S2 "Mid"

(x120) (ExCr)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



2" PERFORATED

METAL PANEL

TRANSPARENT

SYSTEM

2.5" X 5"

RECTANGULAR

MULLION

5" CURTAIN WALL

INTERIOR WALL

GWB 4.875"

a6 a7

a8 a9 a10

9' - 8" 21' - 4" 31' - 0" 30' - 0"

7' - 0"

6' - 10 1/32"

L1 2" FLOOR SLAB

HHS 6"X4" STEEL

TUBES BEHIND

CURTAIN WALL

aH

aG

aF

LTU CoAD ARC 2313



INTERIOR WALL

GWB 3.125 TO

COVER CMU

EXTERIOR

WALLS (TYP.)

INTERIOR WALL

GWB 3.125 TO

COVER COLUMN

19' - 5 31/32"

2' - 10"

8X8 STEEL COLUMN

(TYP.)

STAIR SYSTEM

aE.2

aE

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

EXTERIOR WALL

CMU 8" (TYP.)

6' - 10"

4' - 0"

aD.4

aD

2" METAL PANEL

SYSTEM (TYP.)

6' - 2"

aC

RATED INTERIOR

WALLS MS 4.75"

Sheet Issued

06 Dec 2021 Un8

GENERAL NOTES

1

a/23/ Plan Sector Callout L1/ S3 "E"/ (A113

x120)

1" = 10'-0"








ELEMENTS











DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

Sector Plan/ Level

L1/ Sector S3 "E"

(x120)

aA113

PRE-FINISHED

EXTRUDED ALUM.

COPING SYSTEM

ROOF DRAINAGE

SYSTEM: TAPERED

INSUL. TO ROOF

DRAINS &

OVERFLOW DRAINS

1

aA351

a1

a2 a2.8a3 a4 a5 aA201 a6 a7 a8 a9 a10

1

199' - 8"

10' - 2" 19' - 6" 4' - 2" 20' - 8" 31' - 8" 21' - 6" 9' - 8" 21' - 4" 31' - 0" 30' - 0"

4' - 0" 2' - 10"

6' - 10 1/32"

6' - 2" 6' - 10" 19' - 5 31/32" 7' - 0"

97' - 8"

SCREEN WALL LINE

PRE-FINISHED ALUM.

COPING EXTENDER

WITH RETAINER CLIP

aE.2

aD.4

aH

aG

aF

aE

aD

aC

LTU CoAD ARC 2313

Project Source


Poetry Foundation


Chicago, Illinois

John Ronan

RIGID BOARD ROOF

INSULATION (MIN.

THICKNESS AS

REQ'D PER ENERGY

CODE CALCS.)

PRE-FIN ALUM.

THERM. BROKEN

SKYLIGHT FRAMING

SYSTEM WITH 1"

INSUL. GLAZING

UNITS.

GENERAL NOTES

1

1

aA301d

a/06/ Plan Level L3a/ All/ Roof/ (A130

x240)

1" = 20'-0"








ELEMENTS











29' - 2"

15' - 4"

DRAWING LEGEND

1

aA202

aB

aA

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Issued

Sheet Title

06 Dec 2021 Un8

Roof Plan/ Level

L3/ Overall/ (x240)

aA130

a1

a2 a2.8 a3 a4

54' - 6"

10' - 2" 19' - 6" 4' - 2" 20' - 8"

aH

CT-1

7' - 0"

aG

1

aI 401

CT-1

29' - 2"

6" EXTERIOR

STRUCTURAL

aF

GLAZING

MULLION

GLASS DOORS

1

aA351

CPT-1

CURTAIN WALLS AT

ENTRY VESTIBULE

INTERIOR

FURNISHINGS

VCT-1

CT-1

aE

WALK-OFF MAT

BUILT-IN BOOK

SHELVING

ROCK STRIP

INFRONT OF

SHELVING

CPT-1

17' - 0"

97' - 8"

CONTROL JOINTS

WITHIN POURED

CONCRETE

FLOORING

aC

METAL STUD

PARTITION WALL

CPT-1

STRUCT. FRAMING,

REFER TO STRUCT.

DWGS.

3" GWB FURRED

PARTION WALL, WITH

METAL STUDS ON

INTERIOR SIDE OF

EXTERIOR WALL

CPT-1

29' - 2"

BAMBOO GARDEN

STAIR FINISH AND

GAURDRAIL SYSTEM

PERFORATED

METAL SHEATHING

(TYP.)

CPT-1

CPT-1

CT-1

EXT. CMU WALL

(TYP.)

aB

CT-1

CT-1

15' - 4"

aA

1

aA301d

1

a/41/ Plan Level L1/ S1/ Floor Finishes/ (I

111 x120)

1" = 10'-0"

GENERAL NOTES 4. 1/2" THIK, VENEER-FACED INTERIOR WOOD PANELING W/

1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL 1/2" METAL REVEAL AT ALL PANEL JOINTS. SEE PROJECT


SPECIFICATIONS FOR FURRING AND FASTENING


REQUIREMENTS TO METAL STUD FRAMED SUBSTRATE.

3. 24"x24" ACOUSTICAL CEILING TILES WITH CONCEALED NATURAL CLEAR STAIN FINISH

GRID SUSPENSION. SEE PROJECT SPECIFICATIONS FOR 6. RECESSED BOOK SHELVING TO MATCH WOOD PANELLING.

ADDN'L FRAMING AND SUSPENSION REQUIREMENTS 7. VCT-1: VYNL COMPOSITE TILING

8. CT-1: CONCRETE

9. CPT-1: CARPET

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aI 111

Sheet Title

Floor Finish Plan/

Level L1 S1/ Library

(x120)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



a1

a2 a2.8a3 a4

10' - 2" 19' - 6" 4' - 2" 20' - 8"

PAINTED DRYWALL

54' - 6"

7' - 0"

aH

aG

ACT-1

1

aI 401

6" EXTERIOR

STRUCTURAL

aF

GLAZING

MULLION

LINE OF MEZZANINE

ABOVE

29' - 2"

GLASS DOORS

ACT-2

2X2 RECESSED

TROFFER LIGHT

BUILT-IN BOOK

SHELVING

PAINTED

DRYWALL

PAINTED

DRYWALL

CURTAIN WALLS AT

ENTRY VESTIBULE

aE

1X4 TROFFER LIGHT

8" RECECCED CAN

LIGHT

ACT-1

PAINTED DRYWALL

17' - 0"

97' - 8"

PENDANT LIGHT

FIXTURE

aC

METAL STUD

PARTITION WALL

ACT-1

STRUCT. FRAMING,

REFER TO STRUCT.

DWGS.

3" GWB FURRED

PARTION WALL, WITH

METAL STUDS ON

INTERIOR SIDE OF

EXTERIOR WALL

PAINTED DRYWALL

29' - 2"

SLOPED GWP UNDER

STAIR SYSTEM

PERFORATED

METAL SHEATHING

(TYP.)

ACT-2

ACT-2

ACT-1

EXT. CMU WALL

(TYP.)

aB

ACT-1

PAINTED DRYWALL

15' - 4"

aA

1

aA301d

GENERAL NOTES

1

a/01/ RCP Level L1/ S1 "W" Library/ (I 211

x120)

1" = 10'-0"




3. 24"x24" ACOUSTICAL CEILING TILES WITH CONCEALED

GRID SUSPENSION. SEE PROJECT SPECIFICATIONS FOR

ADDN'L FRAMING AND SUSPENSION REQUIREMENTS

4. 1/2" THIK, VENEER-FACED INTERIOR WOOD PANELING

W/ 1/2" METAL REVEAL AT ALL PANEL JOINTS. SEE

PROJECT SPECIFICATIONS FOR FURRING AND FASTENING

REQUIREMENTS TO METAL STUD FRAMED SUBSTRATE.

NATURAL CLEAR STAIN FINISH

6. RECESSED BOOK SHELVING TO MATCH WOOD

PANELLING.

ACT-1: ACOUSTIC CEILING TILE

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aI 211

Sheet Title

Reflected Ceiling

Plan/ Level L1 S1/

Library (x120)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



ALUMINUM COPING

OVER PARAPET

SLOPED ROOF

MEMBRANE

2" METAL ROOF

DECK

GWB CEILING

DROPPED TO ALLOW

FOR MECHANICAL

EQUIPMENT ABOVE

EXT. METAL STUD

WALL (TYP.)

1X4 TROFFER LIGHT

GWB CEILING

EXT. CMU WALL

(TYP.)

PERFORATED

METAL SHEATHING

(TYP.)

2X2 TROFFER LIGHT

MEZZANINE

BUILT-IN BOOK

SHELVING

STEEL DOOR

GENERAL NOTES

1

a1 a2 a2.8 a3

10' - 3 3/4" 9' - 0"

a/21/ Int. Space Section "E-W, to N"/ Int.

Elev. Library/ (I 401 x64)

3/16" = 1'-0"




3. GWB REVEAL AT PERIMETER OF ALL GWB AREAS AT

ADJACENT MATERIALS, PTD. BLACK.

4. 24"x24" ACOUSTICAL CEILING TILES WITH CONCEALED GRID

SUSPENSION. SEE PROJECT SPECIFICATIONS FOR ADDN'L

FRAMING AND SUSPENSION REQUIREMENTS

33' - 10"

10' - 2" 19' - 6" 4' - 2"

ACT-1

ACT-1

5. 1/2" THIK, VENEER-FACED INTERIOR WOOD PANELING W/ 1/2"

METAL

REVEAL AT ALL PANEL JOINTS. SEE PROJECT SPECIFICATIONS

FOR

FURRING AND FASTENING REQUIREMENTS TO METAL STUD

FRAMED

SUBSTRATE. NATURAL CLEAR STAIN FINISH,

6. RECESSED BOOK SHELVING TO MATCH WOOD PANELLING.

8' - 0" 1' - 4" 8' - 0"

15' - 2"

20' - 2"

35' - 4"

Roof a

35' - 4"

Level 2 a

20' - 2"

Level 1 all

0' - 0"

7. SCORED CONCRETE FLOOR FINISH: PREP, SEAL, STAIN

PER PROJECT

SPECIFICATIONS. CONTROL JOINTS TO BE TOOLED AT THE

TIME OF

PLACEMENT. LAYOUT PER FINISH FLOOR PLAN

8. ACT-1: ACOUSTIC CEILING TILE

PAINTED GYPSUM

WALL BOARD

STRUCTURAL

GLAZING SYSTEM

WOOD PANEL

DOOR

IN WALL SYSTEM

DOOR FRAME

BEHIND WALL

INTERIOR GLAZING

GLASS GAURDRAIL

MULLION

STAINED MAPLE

WOOD PANELING

PANEL EDGES ALIGN

TO BOOKSHELVES

BELOW

PENDANT LIGHT

FIXTURE

RECTANGULAR

WOOD DESKS

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

LTU CoAD ARC 2313

Project Source

Sheet Issued

Sheet Title


Poetry Foundation

06 Dec 2021 Un8


Chicago, Illinois

John Ronan

Interior Elevation/

Level L1 S1/ Library

"N" (x32)

aI 401

HHS 4"X6" STEEL

TUBES BEHIND

CURTAIN WALL

PRE-FINISHED ALUM.

COPING EXTENDER

WITH RETAINER CLIP

2" METAL PANEL

RAINSCREEN

CLADDING

SYSTEM, WITH 2"

HORIZ.

METAL Z-FURRING

TYPE MTL-1

2" METAL PANEL

RAINSCREEN

CLADDING

SYSTEM, WITH 2"

HORIZ.

METAL Z-FURRING

TYPE MTL-2

ALUMINUM FRAMED

CURTAIWALL

SYSTEM

W/INSULATED

GLAZING BEYOND

METAL PANEL

SYSTEM

ENTRANCE OPENING

TO BE

COORDINATED

8' - 1"

12' - 6"

a10

a9

a8

a7

a6

199' - 8"

a5

a4

1

aA301d

a3 a2.8

30' - 0" 31' - 0" 21' - 4" 9' - 8" 21' - 6" 31' - 8" 20' - 8" 4' - 2" 19' - 6" 10' - 2"

a2

a1

15' - 2"

20' - 2"

12' - 0"

47' - 4"

LINE OF SKYLIGHT

SYS.

STRUCTURAL

FRAMING, SEE

STRUCTURAL

DRAWINGS FOR

SIZING, TYPE AND

LOCATION..

DOOR SYS TO BE

COORDINATED

FINISH GRADE

C.I.P. CONCRETE

FOUNDATION

SYSTEM,

SEE STRUCTURAL

FRAMING DRAWINGS

Roof a

35' - 4"

Level 2 a

20' - 2"

Level 1 all

0' - 0"

Level 0 a c

-12' - 0"

ENCLOSURE TO

GROUND

CONNECTION TO BE

COORDINATED

LTU CoAD ARC 2313

Project Source

Sheet Issued


Poetry Foundation

06 Dec 2021 Un8


Chicago, Illinois

John Ronan

GENERAL NOTES

1

a/01/ Ext. Elevation "N"/ Street Entry Long/

Overall/ (A201 x240)

1" = 20'-0"




NOTED.




SUBSTRATE AS NOTED


INSUL. GLASS


ROOFING


& EDGE TRIM










DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

Ext. Elevation 1/

Primary/ Overall

(x240)

aA201

LINE OF SKYLIGHT

SYS.

PRE-FINISHED ALUM.

COPING EXTENDER

WITH RETAINER CLIP

2" METAL PANEL

RAINSCREEN

CLADDING

SYSTEM, WITH 2"

HORIZ.

METAL Z-FURRING

TYPE MTL-1

2" PERFORATED

METAL PANEL

TRANSPARENT

SYSTEM

CURTAIN WALL SYS.

BEYOND METAL

PANEL SYS.

LINE OF CONCRETE

FOUNDATION

FOOTINGS

GENERAL NOTES

1

aA aB aC aD

97' - 8"

aD.4

aE aF aG aH

aE.2

15' - 4" 29' - 2" 6' - 2" 4' - 0" 6' - 10" 2' - 10" 19' - 5 31/32" 6' - 10 1/32" 7' - 0"

a/02/ Ext. Elevation "E"/ Street Entry Short/

Enlarged/ (A202 x120)

1" = 10'-0"




NOTED.




SUBSTRATE AS NOTED


INSUL. GLASS


ROOFING


& EDGE TRIM










8' - 1"

12' - 6"

16' - 8"

1' - 6"

12' - 0" 20' - 2" 15' - 2"

48' - 10"

ALUMINUM FRAMED

CURTAIWALL

SYSTEM

W/INSULATED

GLAZING

STRUCTURAL

FRAMING, SEE

STRUCTURAL

DRAWINGS FOR

SIZING, TYPE AND

LOCATION

HHS 6"X4" STEEL

TUBES BEHIND

CURTAIN WALL

FINISH GRADE

DRAWING LEGEND

Roof a

35' - 4"

Level 2 a

20' - 2"

C.I.P. CONCRETE

FOUNDATION

SYSTEM,

SEE STRUCTURAL

FRAMING DRAWINGS

Level 1 all

0' - 0"

Level 0 a c

-12' - 0"

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

LTU CoAD ARC 2313

Project Source

Sheet Issued

Sheet Title


Poetry Foundation

06 Dec 2021 Un8


Chicago, Illinois

John Ronan

Ext. Elevation 2/

Adjacent/ Enlarged

(x120)

aA202

LINE OF BLDG.

ABOVE (TO BE

DEVELOPED)

LINE OF FLOOR

STRUCTURE (TO BE

DEVELOPED)

SCREEN WALL

12" FOUNDATION

WALL

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

COORD.: SLAB

DEPRESSED 2" TO

ALLOW FOR FINISH

FLOOR, & HELD BACK

4" TO ALLOW FOR

STRUCT. BEARING

ENGAGED COLUMN

WITH COLUMN

FTG.BELOW COL.

(TYP.)

SLAB ON GRADE AT

L1. WITH THICKENED

EDGES

FOUNDATION WALL

WITH STRIP FTG.

BELOW WALL (TYP.)

Roof a

35' - 4"

LTU CoAD ARC 2313



LINE OF FINISH

GRADE

(NOTE: VARIOUS

GRADE LINES ARE

DRAWN, NOT

MODELED, TO AVOID

TOPO SURFACE

CUTDEPICTION

DIFFICULTIES

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

12' - 0" 20' - 2" 15' - 2"

47' - 4"

COLUMN FTG.

BELOW COL. (TYP.)

LINE OF EXISTING

GRADE

Level 2 a

20' - 2"

CONFIGURATION &

DEPTH OF

EXCAVATION IS

DETERMINED BY

VARYING DEPTH OF

FOOTINGS

BACKFILL (TO BE

REVISED)

Level 1 all

0' - 0"

COMPACTED FILL

Level 0 a c

-12' - 0"

Project Source

Sheet Issued

Poetry Foundation

06 Dec 2021 Un8

Chicago, Illinois

John Ronan

UNDISTRIBUTED SOIL

GENERAL NOTES

1

a/02/ Bldg. Section 1a "N-S, to E"/

Excavation & Foundation/ (A301a x120)

1" = 10'-0"








ELEMENTS

7. BEFORE PLACING FILL AGAINST FOUNDATION WALLS

(COMPACTED FILL AT SLAB ON GRADE, AND BACKFILL AT

EXTERIOR), WALLS MUST BE BRACED WITH 1ST FLOOR CONC.

SLAB ON

STRUCTURE, TO PREVENT WALL MOVEMENT OR CRACKING

STEPPED FOOTINGS

4'H & 2'V. (TYP.)

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

Bldg. Section 1a/

Excavation &

Foundation (X120)

aA301a

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


Poetry Foundation

06 Dec 2021 Un8


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



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

ROOF PARAPET

CONC. ROOF DECK

OVER STEEL

FRAMING

W30X116 STEEL

BEAM (TYP.)

3" CONCRETE

SLAB AT L2

SCREEN WALL

INTERIOR WALL GWB

4.875

INTERIOR WALL GWB

3.125

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

aH aG aF

7' - 0" 6' - 10 1/32"

22' - 3 31/32"

aE

10' - 10"

aD aC

97' - 8"

6' - 2"

29' - 2"

aB

15' - 4"

aA

15' - 2"

20' - 2"

47' - 4"

W18X50 STEEL BEAM

TERTIARY

SUPPORT SYSTEM

FLOOR FINISH

SYSTEM TO

BE

DEVELOPED (TYP.)

EXTERIOR WALL

CMU 8"

COORDINATE SLAB

WITH ELEVATOR

SHAFT

Roof a

35' - 4"

RATED INTERIOR

WALLS MS 4.75"

EXTERIOR WALL MS

6"

INTERIOR WALL GWB

3.125

Level 2 a

20' - 2"

30X30 CONCRETE

COLUMN WITH

COLUMN FTG.

BELOW COL. (TYP.)

FOUNDATION WALL

WITH STRIP FTG.

BELOW WALL (TYP.)

LINE OF EXISTING

GRADE

Level 1 all

0' - 0"

LTU CoAD ARC 2313

Project Source


Poetry Foundation


Chicago, Illinois

John Ronan

LINE OF

FOUNDATION DRAIN

AT L0 BASEMENT

PERIMETER

UNDISTRIBUTED SOIL

12' - 0"

BACKFILL (TO BE

REVISED)

Level 0 a c

-12' - 0"

Sheet Issued

06 Dec 2021 Un8

GENERAL NOTES

1

a/04/ Bldg. Section 1c "N-S, to E"/ Walls

Substrate & Int./ (A301c x120)

1" = 10'-0"

1. ADD REFER NOTES... TO PLANS FOR GENERAL NOTES ON MATERIALS AND

SYSTEMS 2. ADD NOTES...



DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

Bldg. Section 1c/

Walls Substrate &

Interior (x120)

aA301c

RIGID BOARD ROOF

INSULATION (MIN.

THICKNESS AS

REQ'D PER ENERGY

CODE CALCS.)

ALUM.

CURTAINWALL

SYS. WITH 1"

INSULATED

GLAZING (TYP.)

STRUCTURAL

STEEL FRAMING,

SEE STRUCTURAL

PLANS

2" PERFORATED

METAL PANEL

TRANSPARENT

SYSTEM

GLASS RAILING

STAIR SYSTEM

INTERIOR WALL GWB

3.125

ENTRY WAY - 5"

CURTAIN WALL

LINE OF EXISTING

GRADE

LINE OF EXCAVATION

CUT

UNDISTRIBUTED SOIL

aH aG aF

7' - 0" 6' - 10 1/32"

22' - 3 31/32"

aE

10' - 10"

aD aC

97' - 8"

6' - 2"

29' - 2"

aB

15' - 4"

aA

15' - 2"

20' - 2"

12' - 0"

47' - 4"

FULLY ADHERED

MEMBRANE

ROOFING

(TYP.) OVER

TAPERED

INSULATION

(1/4" SLOPE MIN.)

PRE-FINISHED

EXTRUDED ALUM.

COPING SYSTEM

EXTERIOR WALL MS

6" - ROOF PARAPET

EXTERIOR WALL MS

6"

Roof a

35' - 4"

WALL OPENING -

CURTAIN WALL 5"

2" METAL PANEL

SYSTEM

Level 2 a

20' - 2"

EXTERIOR WALL

CMU 8"

CEILING

RATED INTERIOR

WALLS MS 4.75"

Level 1 all

0' - 0"

METAL PANEL CLAD.

SYS. AT MAS. LEDGE

AT TOP OF

FOUNDATION WALL

(TYP.)

Level 0 a c

-12' - 0"

COMPACTED FILL

LTU CoAD ARC 2313

Project Source

Sheet Issued


Poetry Foundation

06 Dec 2021 Un8


Chicago, Illinois

John Ronan

GENERAL NOTES

1

a/05/ Bldg. Section 1d "N-S, to E"/ Ext.

Enclosure/ (A301d x120)

1" = 10'-0"




NOTED.




SUBSTRATE AS NOTED


INSUL. GLASS


ROOFING


& EDGE TRIM










BACKFILL (TO BE

REVISED)

DRAWING LEGEND

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

Sheet Title

Bldg. Section 1d/

Ext. Enclosure

Horiz. & Vert.

aA301d

FULLY ADHERED

MEMBRANE

ROOFING SYSTEM

OVER TAPERED

INSULATION

LW 3" CONCRETE

SLAB`

18X50 STEEL BEAM

(TYP.)

30X116 STEEL BEAM

(TYP.)

a1

1' - 4"

9' - 0 7/8" 0' - 11 1/8"

1

aA554

1

aA553

15' - 2"

Roof a

35' - 4"

GENERAL NOTES

1. REFER TO MATERIALS

NARRATIVE FOR ADDITIONAL

INFORMATION ON TYPICAL

CONDITIONS.

2. REFER TO DETAILS & OTHER

DWGS. FOR MATL'S NOT

NOTED.

PRE-FINISHED

EXTRUDED ALUM.

COPING SYSTEM

EXTERIOR WALL MS

6" - ROOF PARAPET

EXTERIOR WALL MS

6"

WALL OPENING

4' - 0"

5" CURTAIN WALL

FLOOR FINISHES TO

BE DEVELOPED

W21X62 STEEL

BEAM

(TYP.)

1

aA552

Level 2 a

20' - 2"

2.5" X 5"

RECTANGULAR

MULLION

INTERIOR WALL AT

SLAB FOR

CONTINUOUS

INSULATION

2"X2" TROFFER

LIGHT

8 X 8 STEEL COLUMN

(TYP.)

EXTERIOR WALL

CMU 8"

ACOUSTIC CEILING

TILE

20' - 2"

2" METAL PANEL

SYSTEM

INTERIOR WALL

GWB 3.125

VCT FLOOR FINISH

LINE OF FINISH

GRADE

SLAB ON GRADE AT

L1

BACKFILL (TO BE

REVISED)

W18X50 STEEL BEAM

(TYP.)

W30X116 STEEL

BEAM

(TYP.)

2

aA551

Level 1 all

0' - 0"

FOUNDATION WALL

(TYP.)

ENGAGED COLUMN

CENTERED ON

COLUMN LINES (TYP.)

12' - 0"

LINE OF EXCAVATION

CUT

STRIP FOOTING

BELOW WALL

UNDISTRIBUTED SOIL

SLAB ON GRADE AT

L0 BASEMENT

1

aA551

Level 0 a c

-12' - 0"

DRAWING LEGEND

COLUMN FTG.

CENTERED BELOW

COL. (TYP.)

LINE OF "PLACE-

HOLDER" OBJECT (TO

BE DEVELOPED).

1

a/31/ Wall Section 1/ Profile "W, to N"/

Typical Wall/ (A351 x48)

1/4" = 1'-0"

AREA TO COORD.;

AREA/ITEM REVISED

(RED, THEN BLACK).

aA351

Sheet Title

Wall Section 1/

Typical Wall (x48)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



a1

COLUMN FTG.

CENTERED BELOW

COL. (TYP.)

FOUNDATION DRAIN

AT BASEMENT

PERIMETER

1' - 4"

DRAINAGE PIPE IS

CONTINUOUS

AROUND CORNER

(NOTE: BEND

CONNECTOR FOR

PIPE NOT SHOWN)

LINE OF CONCRETE

COLUMN ABOVE

0' - 2"

WATERPROOFING &

DRAINAGE MAT AT L0

BASEMENT

PERIMETER

1' - 4"

30" X 30" COLUMN

(TYP.)

aH

EARTH RETENTION

SYSTEM

(SHEET PILING

COLUMN POST

ABOVE TYP

COORD.: 2"

CLADDING LEDGE AT

FND.

WALL PERIMETER

12" FOUNDATION

WALL NO LEDGE

0' - 2"

0' - 10"

ECCENTRIC COLUMN

PAD

FOOTING AT EARTH

RETENTION SYSTEM

1

a/61/ Plan Detail Callout L0ac/ Typ. Fnd.

Wall/ At Corner (A501 x08)

1 1/2" = 1'-0"

aA501

Sheet Title

Plan Detail/ Typical

Foundation Wall at

Corner (x08)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



a1

2" RIGID BOARD

CONTINUOUS

INSULATION AT

EXTERIOR CLADDING

CAVITY

6" CFMF STUD-

FRAMED BACKUP

WITH EXT. GYP.

SHEATHING

1' - 4"

1' - 2"

2" METAL PANEL

RAINSCREEN

CLADDING SYSTEM,

WITH 2" HORIZ.

METAL Z-FURRING

CONT. AIR & WATER

PENETRATION

BARRIER (AWPB)

1' - 4"

1' - 2"

0' - 9"

CONT. 3" SPRAY

FOAM INSUL. WITH

VAPOR RETARDER

LAYER AT INTERIOR

STUD CAVITY

aH

INTERIOR WALL GWB

4.875"

INTERIOR WALL GWB

3.125

8 X 8 STEEL COLUMN

(TYP.)

ENGAGED COLUMN

CENTERED ON

COLUMN LINES (TYP.)

EXTERIOR WALL

CMU 8"

30X116 STEEL BEAM

(TYP.)

SLAB ON GRADE AT

L1

INTERIOR WALL GWB

4.875"

1

a/62/ Plan Detail Callout L1/ Typ. Ext. Wall/

At Corner (A502 x08)

1 1/2" = 1'-0"

aA502

Sheet Title

Plan Detail/ Typical

Ext. Wall at Corner

(x08)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



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



a1

1' - 4"

1' - 2"

PRE-FINISHED

EXTRUDED ALUM.

SILL FRAME-WEEP

FLASHING

INTEGRATED WITH

FRAME SYSTEM

5" CURTAIN WALL

CONT. 2X WOOD

BLOCKING

CFMF NESTED STUD

&

TRACK HORZ. SILL

MEMBER UNDER

OPENING

PRE-FINISHED

EXTRUDED ALUM.

SILL

EXTENDER,

INTEGRATED WITH

FRAME SYSTEM

EXTERIOR WALL MS

6"

8 X 8 STEEL COLUMN

(TYP.)

2" BD. INSUL. WITH Z-

FURRING AT 24" O.C.

2"METAL PANEL

RAINSCREEN

CLADDING SYSTEM,

WITH 2" HORIZ.

METAL

Z-FURRING (TYP.)

LW 3" CONCRETE

SLAB

Level 2 a

20' - 2"

INTERIOR WALL AT

SLAB FOR

CONTINUOUS

INSULATION

21X62 STEEL BEAM

(TYP.)

30X116 STEEL BEAM

(TYP.)

EXTERIOR WALL

CMU 8"

1


Typical Wall/ At Intermed Lvl/ (A552 x08)

1 1/2" = 1'-0"

aA552

Sheet Title

Section Detail/


Intermed Lvl (x08)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



a1

1' - 4"

1' - 2"

2"METAL PANEL

RAINSCREEN

CLADDING SYSTEM,

WITH 2" HORIZ.

METAL

Z-FURRING (TYP.)

EXTERIOR WALL MS

6"

8 X 8 STEEL COLUMN

(TYP.)

2" RIGID BOARD

CONTINUOUS

INSULATION AT

EXTERIOR CLADDING

CAVITY

CONT. AIR BARRIER

SYS.

CONT. VAPOR

BARRIER SYS.

ZEE CLIP

AWPB LAPPED OVER

TOP OF FLASHING

SHIM SPACES FOR

GWB FINISH DEPTH,

FRAME LEVELING &

ATTACHMENT, &

SEALANT JOINT

(TYP.)

CFMF BOX-BEAM

NESTED STUD &

TRACK HEADER

OVER OPENING

FLASHING LAPPED

BETWEEN LAYERS

OF AWPB

SHEET METAL

FLASHING WITH

DRIP,

AT BOTTM. OF

CAVITY

OVER OPENING

GWB WRAPPED

INTO OPENING,

UNDERNEATH

FRAME

5" CURTAIN WALL

CONTINUOUS

SEALANT & BACKER

ROD AROUND

PERIMETER OF

OPENING / FRAME AT

EXTERIOR & AT

INTERIOR

1

a/64/ Section Detail/ WS1 Callout L2-L3/

Typical Wall/ At Opening/ (A553 x08)

1 1/2" = 1'-0"

aA553

Sheet Title

Section Detail/


Opening (x08)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



a1

METAL COPING

ASSEMBLY, ONE-

PIECE

PRE-FINISHED

EXTRUDED ALUM.

COPING SYSTEM

WRAP MEMBRANE

OVERTOP OF WOOD

BLOCKING

CONT. 2X WOOD P.T.

BLOCKING

TAPERED ROOF

INSULATION (SLOPE

1/4" MIN.)

RIGID BOARD ROOF

INSULATION (MIN.

THICKNESS AS

REQ'D PER ENERGY

CODE CALCS.)

CONTINUOUS VAPOR

RETARDER

2" METAL DECK

OVER

STRUCTURAL STEEL

FRAMING MEMBERS,

SEE STRUCTURAL

PLANS FOR SIZING &

ADDN'L INFO.

1' - 4"

1' - 2"

3/4" PLYWOOD

SHEATHING AT

ROOFING

2" METAL PANEL

RAINSCREEN

CLADDING SYSTEM,

WITH 2" HORIZ.

METAL Z-FURRING

(TYP.)

6" CFMF

STUDFRAMED

BACKUP

EXTENDED PAST

STEEL FRAME TO

FORM PARAPET

WALL

Roof a

35' - 4"

FILL ENTIRE STUD

CAVITY WITH SPRAY

FOAM INSUL. &

VAPOR RETARDER

LAYER

CONT. AIR & WATER

PENETRATION

BARRIER (AWPB)

(TYP.)

21X62 STEEL BEAM

(TYP.)

2" RIGID BOARD

"CONTINUOUS

INSULATION" AT

EXTERIOR

CLADDING CAVITY

(TYP.)

21X62 STEEL BEAM

(TYP.)

EXTERIOR WALL MS

6"

8 X 8 STEEL COLUMN

(TYP.)

1


Typical Wall/ At Roof/ (A554 x08)

1 1/2" = 1'-0"

aA554

Sheet Title

Section Detail/


Roof (x08)

Sheet Issued

06 Dec 2021 Un8

Project Source

Poetry Foundation

Chicago, Illinois

John Ronan

LTU CoAD ARC 2313



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