Constructiondrawings pomahatch

1

2

3

4

ROOF

SCHOOL OF ARCHITECTURE ARCHITECTURE 342: BUILDING TECHNOLOGY III CONSULTANTS:

SALUKI ENGINEERING, INC. CARBONDALE, ILLINOIS

C

MIDWEST MECHANICAL ENGINEERS

SKIN

MARION, ILLINOIS

SKIN NATIONAL FIRE PROTECTION, LLC CARBONDALE, ILLINOIS

SERVICE

SOUTHERN CONSULTING, INC. MT. VERNON, ILLINOIS

B

Project Name ACCESS Enter address here

FRAME STUDENT:

TAYLOR POMAHATCH

A

ACCESS

SKIN

Project Number Author Checker

PROJECT MANAGER: PROJECT ARCHITECT:

COPYRIGHT: BOARD OF TRUSTEES SOUTHERN ILLINOIS UNIVERSITY SHEET TITLE

BIM EXPLOSION BASE

2/4/2016 4:24:44 PM

CREATED FOR EDUCATIONAL USE ONLY.

SKIN

PROJECT NO: DRAWN BY: CHECKED BY:

A901 SHEET

1

2

3

4

OF

1

2

1

2

3

4

5

6

1 30 mm Spray On Fire Proofing 2 Hour Fire Rated 32 mm GWB on 92 mm Metal Stud Layer on 2 Hour Fire Raited 32 mm GWB Steel Column 12 mm for Column Torrance

45850

R.O.

2 A101

24

580

L

2 A401

16

9

10

8980

3 A301

9580

310

E Break Room 16

Women's Restroom 13

5 A101

18

27

Area of Refuge

5 A101

17

28

1 A301

UP

5710

8

4580

5 A101

420

2020

29

REF.DW

2800

31

2

32 B.F.

6610

6500

B.F.

18

5 A101

Vault 19

5 A101

3. Teller Counter

7 A101

K

3 A101

35

Loan Office

4

4000

38

1330

480

7920 8980 R.O.

9000

37

1520

R.O.

Comm. Room

1

2

H

1520

R.O.

1350

3420

880

330

R.O.

3300

390

5

Column Detail 4 1 : 20

2 9000

9000

420

380

45850

First Floor Plan 1 : 100

710

G

3 mm Aluminum Composite on 20 mm Air Gap on 50 mm Rigid Insulation on 2 mm Air Retarder on 13 mm Plywood Sheathing on 150 mm Metal Stud Layer with Batt Insulation on 12 mm GWB 2 Hour Fire Rated 32 mm GWB on 92 mm Metal Stud Layer on 2 Hour Fire Raited 32 mm GWB

Outline of Beam Fire Protection CREATED FOR EDUCATIONAL USE ONLY.

330

General Notes:

280

Column Detail 5 6 1 : 20

1. All dimensions in millimeters unless otherwise noted 2. Interior wall dimensions taken to face of studs 3. All door returns are 100 millimeters unless otherwise noted in dimensions 4. All bathrooms, elevators, and stairs are dimensioned on their corresponding detail sheet

Project Number Author Checker

PROJECT MANAGER: PROJECT ARCHITECT:

COPYRIGHT:

300

2/25/2016 5:39:23 PM

PROJECT NO: DRAWN BY: CHECKED BY:

295 mm Concrete Wall 30 mm Spray On Fire Proofing

BOARD OF TRUSTEES SOUTHERN ILLINOIS UNIVERSITY SHEET TITLE

Steel Column

J 550

7 3

4

Plan Sheet

180

1. ATM 2. Customer Reception Desk 3. Teller Counter 4. Drinking Fountain

2

Steel Column 12 mm for Column Torrance Light Weight Steel Stud

6

Sheet Keynotes:

1

A

Rain Leader 30 mm Spray On Fire Proofing

330

1

Taylor Pomahatch

R.O.

9000

STUDENT:

Steel Column

720

R.O.

9000

Southern Illinois University Carbondale

12 mm for Column Torrance Light Weight Steel Stud

4400

36

30 mm Spray On Fire Proofing 2 Hour Fire Rated 32 mm GWB on 92 mm Metal Stud Layer on 2 Hour Fire Raited 32 mm GWB

330

3 A101

Conference Room

4430

3 A101

B

3 A101

3 A101 3 A101

3

4

2

MT. VERNON, ILLINOIS

660

5

3

SOUTHERN CONSULTING, INC.

Plan Sheet

330

4

CARBONDALE, ILLINOIS

5

2500

2

1. ATM

NATIONAL FIRE PROTECTION, LLC

Column Detail 3 1 : 20

410 840

Lease Space

2. Customer Reception Desk

8430

2 A101

E

A

34

5760

5 10810

4000

F C.1

6180

1 1

D C

2700

6 A101

B.F.

560

5 A101

6

G

9620

5 A101

R.O.

8450

4

R.O.

5270

MARION, ILLINOIS

B

4000

B.F.

20

2300

2 A301

330 730

6500

Dashed Lines Indicate Atrium Above

MIDWEST MECHANICAL ENGINEERS

3 mm Aluminum Composite on 20 mm Air Gap on 50 mm Rigid Insulation on 2 mm Air Retarder on 13 mm Plywood Sheathing on 150 mm Metal Stud Layer with Batt Insulation on 12 mm GWB

1220

6 4320 A101

33 5930

R.O.

1830 2810

6500

7

2 A101

Loan Office

21

C

Steel Column 12 mm for Column Torrance Light Weight Steel Stud

360

Lobby

8

CARBONDALE, ILLINOIS

30 mm Spray On Fire Proofing 2 Hour Fire Rated 32 mm GWB on 92 mm Metal Stud Layer on 2 Hour Fire Raited 32 mm GWB

1020

6

SALUKI ENGINEERING, INC.

700

4560

Teller Counter

5 A101

Women's Restroom

H

5

CONSULTANTS:

370

2 A101

B.F.

Plumbing and AHU Shaft 4. Drinking Fountain

10780

2 A101

Baby Station

Hand Dryer

Column Detail 2 1 : 20

330

5 A101

9 1 A401

4420

7 A101

3

22

11

1320

40

R.O

10

6 A101

5 A101

2180

4300

1990 910

Area of Refuge

6500

34910

B.F.

17

30830

3 A401

Electrical Shaft

Bookkeeping

R.O.

12

30

5460

11

5780

Teller Privacy

12

J

21

Janitor's Closet

Baby Station

6 A101

2 A101

Exterior Aluminum Composite Wall Connection to CUrtain Wall 3 mm Aluminum Composite on 20 mm Air Gap on 50 mm Rigid Insulation on 2 mm Air Retarder on 13 mm Plywood Sheathing on 150 mm Metal Stud Layer with Batt Insulation on 12 mm GWB

6500

7

2 Hour Fire Rated 32 mm GWB on 92 mm Metal Stud Layer on 2 Hour Fire Raited 32 mm GWB 30 mm Spray On Fire Proofing Steel Column 12 mm for Column Torrance Light Weight Steel Stud

440

Men's Restroom

2860

R.O.

1830

13

1940

6500

20 Hand Dryer

SCHOOL OF ARCHITECTURE ARCHITECTURE 342: BUILDING TECHNOLOGY III

B

6150

25 3

14

Column Detail 1 1 : 20

3 A101

26

6560

23

2

19

4430

330

280

1920

15

Electrical

Light Weight Steel Stud 3 mm Aluminum Composite on 20 mm Air Gap on 50 mm Rigid Insulation on 2 mm Air Retarder on 13 mm Plywood Sheathing on 150 mm Metal Stud Layer with Batt Insulation on 12 mm GWB

670

740

K

AHU

15

3440

4 A101

2 A101

Lease Space 8640

7330

6500

14

340

1580

Men's Restroom

1480

B.F.

F

3 A101

Storage B.F.

610

2 A101

420

310

3 A101

13060

550

R.O.

3 A101

910

330

22900

9000

6500

7200

9000

R.O.

9000

870

1350

9000

580

9000

Column Detail 6 1 : 20

3 mm Aluminum Composite on 20 mm Air Gap on 50 mm Rigid Insulation on 2 mm Air Retarder on 13 mm Plywood Sheathing on 150 mm Metal Stud Layer with Batt Insulation on 12 mm GWB

A101 SHEET

OF

1

2

1 A501

1

6 Stories @ 26820 9000 mm to column 2

T.O. Flat Roof 35100

17

2

Roof 26500

019

3

020 021 Thyssen and Krupp Elevator

009

A403

3060

009 004

1

3

1 1 014

560

004

003

300

2080

7

R.O.

5

710

2

A403

3

1170

3

650

6

8

J

3.5

6

1

2

530

1260 3020

1260

30

B 16

560

Egress and Elevators

15

720

First Floor Stair Plan 1 1 : 50

1

2

Southern Illinois University Carbondale

11 T @ 280 =3070 3

014

1 51 STUDENT: 50 70

UP

370

Taylor Pomahatch

6 15 16

3

13

4 A403 13

015 005

003

004

12

003

12 T @ 280 =3360

H

009 003

3 940

4640

013

Reference Keynotes: 001: Compacted soil 002: Compacted gravel 003: Structural concrete 004: Structural steel 005: Steel angle 006: C channel 007: Gap for deflection 008: C stud 009: Spray on fire proofing 010: 100 mm perforated drainage pipe 011: Liner panel 012: Steel hanger rod 013: 10 mm anchor bolt 014: 2 Hour fire rated walls 015: Steel nosing 016: Pour stop 017: Fire stop 018: Water stop 019: EPS styrofoam insulation 020: Water proofing 021: Vapor barrier 022: Steel cantilever

Basement -4300

002

4090 8280

A

720

7

Basement Stair Plan 5 1 : 50

First Floor Elevator Plan 4 1 : 50

Elevator Shaft Back Wall 1 : 10

3270

8450

9790

Sheet Notes: 1. Partially recessed fire extinguisher 2. 2-Way communication phone 3. Sump Pump 4. Elevator Mechanical Equipment 5. Elevator Car 6. Elevator guardrail 7. Elevator door 8. Elevator bumper 9. Steel cables 10. Hoist mechanism 11. Service ladder 12. Area of refuge 13. Steel pan stairs 14. 26K6 K Joist Series 15. Handrail @ 914 mm 16. Guardrails @ 1070 mm 17. Green Roof

140

9580

Stair Section 1 : 50

General Sheet Notes: 1. Drawings not to scale. 2. All dimensions in millimeters unless otherwise noted. 3. Exterior wall dimensions to face of masonry. 4. Interior wall dimensions to face of stud. 5. Openings in wall are M.O. or R.O. as appropriate. 6. All door returns are 100 mm unless otherwise noted or dimesioned. 7. All manuel fire alarm boxes 304 mm from exit doors unless otherwise noted or dimensioned. 8. All handrails are 914 mm AFF unless otherwise noted or dimensioned. 9. All guardrails are 107 mm AFF unless otherwise noted or dimensioned. 10. Flat roof is no less than 2% grade

12

B.O. Beam

B.O. Stair 1 : 10 PROJECT NO: DRAWN BY: CHECKED BY:

See plan for tread dims

Second Floor 5000 015 016 006 009 004

012 005 015

006

PROJECT ARCHITECT:

016

T.O. Beam -200 mm

BOARD OF TRUSTEES SOUTHERN ILLINOIS UNIVERSITY SHEET TITLE

004

009

Egress and Elevators

009 13 100

13

Intermediate Stair 1 : 10

PROJECT MANAGER:

COPYRIGHT:

016

13

9

8

B.O. Beam

Hanger Rod 1 : 10

10

T.O. Stair 1 : 10

A403 SHEET

3

Project Number Author Checker

200

2080

CREATED FOR EDUCATIONAL USE ONLY. 3/29/2016 3:25:41 PM

15 T @ 280 =4200

5450

See section for riser dims

Elevator Section 2 1 : 50

4

009

790

4

3040

1

560

2980

11

008

20

1840

007

280

Basement -4300

3

6

16

100 50

002 003

300

004 009

H

12 R @ 172 = 2064

15

1

MT. VERNON, ILLINOIS

15

004

4300

16

2060

1860

7 A403

001 018 010

UP

1260

13

Basement -4300

11

A403

13 R @ 172 = 2236

2240

012

SOUTHERN CONSULTING, INC.

13

4

3020

3530

R.O.

7

2130

2

009

5

First Floor 0

022

T.O. Beam -200 mm

7000

5940

3

1

5 004

CARBONDALE, ILLINOIS

100 50 70 50

1

15

NATIONAL FIRE PROTECTION, LLC

9010

500

16

9

016

1260

9 A403

2420

8 A403

First Floor 0

14 T @ 280 =3920

14 R @ 172 = 2408

750

First Floor 0

MIDWEST MECHANICAL ENGINEERS

9

BF

5010

6

C

008

004

10

15 R @ 172 = 2580

2590

13

R.O.

2130

7

004 009

Elevator Shaft Front Wall 1 : 10

MARION, ILLINOIS

3

012

11

12

004 10 A403

CARBONDALE, ILLINOIS

2270 mm to column J

2

Second Floor 5000

10

SALUKI ENGINEERING, INC.

014

3

12900 3 Stories @ 12900

004

13

011

004 009

Floor 5 17900 004

CONSULTANTS:

160

200

Roof 26500

30

3260

2060

1

15

ARCHITECTURE 342: BUILDING TECHNOLOGY III

008

Typical Floor Plan 1 : 50

J

B.O. Beam

470

1

12 R @ 172 = 2064

3570

16

R.O.

2160

7

8500 9530

6

4300

13

007

3750

500

012

2240

004

3

3380

560

13 R @ 172 = 2236

730

Floor 6 22200

12 T @ 280 =3360

004

560

Penthouse Roof 30800

1380

46

009

014

15

H

SCHOOL OF ARCHITECTURE

DN

560

R.O.

16

1260

4

530

1260

40

4130

16

7

11 A403

3

15

T.O. Beam -200 mm

3580

500

3020

13

2160

12

004 1

12 A403

First Floor 0

1

1260

004

4370 to next column CL

2180

005

7

270

016

14

4

5

11 T @ 280 =3070

3410

17

4

720

J

3

4

OF

1

2

3

G

F

2

4

022 042 044 043 008 027

CL 6

A303 T.O. Parapet 110

10 A303

410

520

6

011 008 019 004 006 001

026 028 025

6 CL

Extensive Green Roof 26500 022 004 011 002 012

T.O. Beam 240

006 001

1660

Extensive Green Roof 26500

10 200

250

Aluminum Composite at Roof 1 : 10

CL 6

004

450

025 026 028

200

008

Sixth Floor 22200 1770

Sixth Floor 22200

250

Sixth Floor 22200

045 003

044 024 007 058

T.O. Beam

014 008 004 011 002 012 057

Beam Lays Behind 006 001 013

025 026 028

Aluminum Composite at Floor 1 : 10

250 200

Window Sill

Second Floor 5000

T.O. Beam

008 004 011 002 012

5010

033 025

520 029 045 024

First Floor 0

180 034

Basement -4300

005

STUDENT:

008 004 011 002 012

003 035 006 001

9

Taylor Pomahatch

Aluminum Composite Connection 1:5

2

052 046 047

PROJECT NO: DRAWN BY: CHECKED BY: PROJECT MANAGER:

Project Number Author Checker

PROJECT ARCHITECT:

COPYRIGHT:

033 033 051 054 053 025

BOARD OF TRUSTEES SOUTHERN ILLINOIS UNIVERSITY SHEET TITLE

Wall Sections 80

50

90

220 360

055 034 360

Curtain Wall Elevation 1 : 50

033 048

056 009 010 044 016

Foundation Footing 3050 mm

1

056 009 010 008 004 011

059 002 012

20

4060 600

Southern Illinois University Carbondale

40

180 4130

Wall Sections

028 026 050 049

026 028

First Floor 0

Basement -4300

360

CREATED FOR EDUCATIONAL USE ONLY. 4/12/2016 8:34:21 PM

B

A

035 012

1

MT. VERNON, ILLINOIS

024 058

Curtain Wall to Floor 1 : 10

CL 6

008

Curtain Wall Section 1 : 50

SOUTHERN CONSULTING, INC.

CL 6

8 A303

2

CARBONDALE, ILLINOIS

035

7

034 016 015 023 032 027 005 017

NATIONAL FIRE PROTECTION, LLC

057

004 025 026 028

018 008

Second Floor 5000

T.O. Beam

058

006 001

007 055 014 010 013

MARION, ILLINOIS

10

024 007

007

First Floor 0

MIDWEST MECHANICAL ENGINEERS

20 045 003

Beam Lays Behind

004 024 003

C

007

9 A303

035 012

20

Second Floor 5000

20 180

008

220

045

200

4290 R.O.

2430

025 026 028

7 A303

026 028 010 056 019 002 020

CARBONDALE, ILLINOIS

CL 6

056 009 010

580

004

014 010 013 006 057 025

SALUKI ENGINEERING, INC.

450

Third Floor 9300

035 013

004 024 003

CONSULTANTS:

60

200

026 028 033 025

057 026 028 010 056 019 002 020

ARCHITECTURE 342: BUILDING TECHNOLOGY III

450

007 001 014

006

SCHOOL OF ARCHITECTURE

6 CL

2 Stories Floor to Floor

Third Floor 9300

8600

024 006 001

2 Stories Head to Sill

Fifth Floor 17900

10470

5

150

R.O.

2470

4300

004

20

006 001 013 057 011 035 026 028 010 056 019 002 020 012 008 004

001: Structural Steel 002: Batt Insulation 003: Composite Metal Decking 004: Alucobond on Exterior Sheathing 005: Cast in Place Concrete 006: Spray on Fire Proofing 007: Fire Stop 008: Rigid Insulation 009: Weep Hole 010: Aluminum Flashing 011: Metal Stud Wall 012: Gypsum Board 013: Suspended Acoustical Ceiling 014: Suspension Wire 015: Water Stop 016: Compacted Gravel 017: Compacted Soil 018: Drainage Mat 019: Air Barrier 020: Vapor Retarder 021: Aluminum Coping 022: Treated Wood Blocking 023: 100 mm Perforated Drainage Pipe 024: Oak Flooring 025: Aluminum Rail 026: Aluminum Mullion 027: Cant Strip 028: Insulated Glass Unit

30

R.O.

2430

10

029: Anchor Bolt 030: K-Series Steel Joist 031: Water Proofing Membrane 032: Compacted Sand 033: Sealant 034: Precast Concrete 035: Plenum Space 036: Root Barrier 037: Protective Membrane 038: Drainage Layer 039: Filter Membrane 040: Substrate - Growing Media 041: Planting 042: Sheet Metal Capping 043: Exterior Sheathing 044: C Stud 045: Pour Stop 046: Exterior Cap 047: Pressure Plate 048: Glazing Cavity 049: Exterior Gasket 050: Glazing Unit 051: Interior Gasket 052: Pressure Plate Screw 053: Thermal Break 054: Frame Cavity 055: Shelf Angle 056: Backerod 057: Fire Safe Insulation Foil 058: Slip Clip 059: Strip Bar with Fastening

40

4300

6

004 024 003 012 007

0 20 5

450

025

026 028 010 056 019 002 020

150 10 50

Reference Notes:

60

Extensive Green Roof 26500

1. Drawing Not to Scale 2. All Dimensions in Millimeters unless otherwise noted

180

021 022 027 041 040 039 038 037 036 008 031 003 001 030 006 014 013

041 040 039 038 037 036 031 008 043 003 055

General Notes:

8

Foundation Wall to Curtain Wall 1 : 10 3

017 018 008

Mullion Connection to Slab - Batten Glazing 1:5

10 4

A303 SHEET

OF

1

2

1

2

4

3

1

4

5

6

1

300

1

3

1960 1960

L

General Notes:

2

LP

1090

2

LP

1. Written dimensions govern 2. All dimensions in millimeters unless otherwise noted 3. Green Roof 2% minimum slope 4. All ceiling heights to be 3000 minimum above finshed floor 5. All ceilings are GWB

BF

LP F

1

HP

3

HP

F

6910 8000

Sheet Keynotes :

K

HP

S

HP

SCHOOL OF ARCHITECTURE

1. Scupper 2. Rood Drain 3. Overflow Drain 4. Stack Vent

D

ARCHITECTURE 342: BUILDING TECHNOLOGY III

F F

F

2

HP

LP

2

HP

001: steel beam 002: batt insulation 003: steel deck 004: aluminum composite 005: exterior sheathing 006: metal stud wall 007: air barrier 008: spray on fire resistance 009: rigid insulation 010: aluminum scupper 011: aluminum drain cover 012: drain pipe to central chase 013: stack vent 014: aluminum coping 015: treated wood blocking 016: k series steel joist 017: roofing membrane 018: overflow drain 019: steel flashing 020: shelf angle 021: root barrier 022: protective membrane 023: drainage layer 024: filter membrane 025: substrate - growing media 026: planting 027: sheet metal capping 028: spray insulation 029: C stud 030: gravel

F

LP 4

3

5670 6700

HP

HP S D 4

2

1

HP

LP

930

34960

2

LP

2

HP

BF

LP

D F

3

S

5370 6300

HP

D F

HP

F

2

HP

1 1140

LP

2

HP

2

LP

3

LP

3

S

G

HP

D

BF

HP

2

HP LP

2

2440

2

NATIONAL FIRE PROTECTION, LLC CARBONDALE, ILLINOIS

SOUTHERN CONSULTING, INC. MT. VERNON, ILLINOIS

Air Return

F D

S D

F

Ceiling Mounted Pendant Sprinkler Globe Fire Sprinkler R=12.5mm

F

S

3

D

3

Southern Illinois University Carbondale

Smoke Detector w/ Audible Device Fire Alarm w/ Visible Light

F 1

STUDENT:

Taylor Pomahatch

Wall Mounted Exit Sign

3

1720

2600

880

LP

MARION, ILLINOIS

Roof Plan and RCP F

2470

LP

E

MIDWEST MECHANICAL ENGINEERS

Air Supply

8260

F

C

B

HP

S

D C.1 C B A

600x600 Light

F

1

CARBONDALE, ILLINOIS

3

F

9400

S

F

D

H

BF

S

SALUKI ENGINEERING, INC.

1

014 027 005

1 11800

9000 22680

2

60

CL 6

Penthouse Roof Plan and RCP of First Floor 1 : 100

029 026 025 024 023 022 021

200

Minimum thickness of rigid insulation 50 mm Waterproofing hot-welded

A

019

T.O.Roof Slab

015 110

009

003

120

003 004 006 007 028

016

013

10 200 60

4 1

520

740

150 10 50 250

0 20

002 008 001 005

10

110

2

Project Number Author Checker

PROJECT MANAGER: PROJECT ARCHITECT:

3

COPYRIGHT: BOARD OF TRUSTEES SOUTHERN ILLINOIS UNIVERSITY SHEET TITLE

Roof Plan and RCP

550

A108

Detail of the Scupper, Roof Drain, and Over Flow 3 1 : 10

Stack Vent 1:5

T.O. Roof Slab 26500

PROJECT NO: DRAWN BY: CHECKED BY:

T.O. Beam

003 028

T.O. Extensive Geen Roof

020

160

005

030 017 009 005 012 390

009

4/19/2016 5:10:58 PM

CREATED FOR EDUCATIONAL USE ONLY.

T.O. Roof Varies 35100

170

018 011

017

T.O. Parapet

010

880

1880

180

300

260

J

D

210

1030

1

Reference Keynotes:

S

3 2

CONSULTANTS:

SHEET

4

OF

DOCK STAIR SECTION SEE 8 ON A-1

8

7

6

7' - 0"

5

1' - 6"

EXTERIOR LOUNGE, RESTROOMS, AND SHOP FOUNDATION WALLS ARE AT ELEVATION 97'-0" FOOTINGS ARE AT ELEVATION 96'-0" AND ARE 1'-0" THICK AND 2'-0" WIDE UNLESS OTHERWISE NOTED

---

SET NO.

20' - 0"

9

25' - 6"

LOADING DOCK CONCRETE SLOPED AWAY FROM BUILDING AT 1/8"

25' - 0"

1' - 8" 4" THICK 8'X26' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING FROST WALLS ARE 8" THICK AND 3' DEEP

-

B

15' - 4"

67' - 7 5/8"

06.13.15

1' - 4"

37' - 0 3/8"

11' - 4"

14' - 4 3/8"

IN REVISION & DATE

AC

9 5/8"

A-1 DN

52' - 0"

B

DOCK LEVELER SECTION SEE 1 ON A-1

8

25' - 0"

DATE

A

14

15' - 0"

25' - 0"

TYPE B CORNER PIERS ARE 3'-6" X 3'-6" X 2'-0

3' - 0"

1 A-1

3

1' - 0"

2

2' - 0"

1

4" THICK 8'X7' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING FROST WALLS ARE 8" THICK AND 3' DEEP

A-1 04

03

02 1' THICK AND 1'-4" WIDE THICKENED SLAB UNDER ALL INTERIOR BASEMENT WALLS

EL. 87'-8"

3

89' 90' 91'92'93' 94'95'96'

4

A-5

53' - 4 3/8"

2' - 0"

9 5/8"

C

ENLARGED DOCK PLAN 1/4" = 1'-0"

C

6" 3 5/8"

DEPTH

3' - 6" 3' - 9" 3' - 6" 3' - 9" 4' - 0" 3' - 9" 3' - 9" 4' - 0" 3' - 9" 3' - 6" 3' - 9" 3' - 6"

2' - 0" 2' - 6" 2' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 0" 2' - 6" 2' - 0"

ELEVATION 87' - 8" 87' - 8" 87' - 8" 87' - 8" 87' - 8" 87' - 8" 87' - 8" 87' - 8" 87' - 8" 87' - 8" 82' - 10" 87' - 8"

REINFORCING 4 - #4 REBAR 4 - #4 REBAR 4 - #4 REBAR 4 - #4 REBAR 5 - #4 REBAR 4 - #4 REBAR 4 - #4 REBAR 5 - #4 REBAR 4 - #4 REBAR 4 - #4 REBAR 4 - #4 REBAR 4 - #4 REBAR

01 1' - 6"

19' - 2" B

D

A

A-1

1' - 0" A-1

C DOOR POCKET ELEVATION 99'-4"

EL. 87'-8"89'90'91'92'93'94'95'96'

ELEVATION 82'-10" 9' - 10"

1

THE ELEVATOR B.O. FOOTINGS ARE AT ELEVATION 82'-10" THE B.O. FOUNDATION WALLS AROUND THE ELEVATOR ARE AT ELEVATION 83'-8" - THE FOOTINGS ARE 10" THICK AND 1'-8" WIDE 4 STEP FOOTINGS ON BOTH SIDES OF ELEVATOR AND FROM THE EGRESS STAIRWAY TO THE ELEVATOR LEADING FROM ELEVATION 87'-8" TO 83'-8" - 1' RISE TO 2' RUN

EL. 82'-10" 83'-8" 84-'8" 85'-8" EL. 86'-8" C

A-5

2'

EL. 95' 94' 93' 92'

2' 2' 2'

4 STEP FOOTINGS FROM B.O. DOOR POCKET SHOP FOOTING AT ELEVATION 96' ELEVATION 99'-4" TO RETAINING WALL FOOTING AT ELEVATION 92' - RISE 1' TO RUN 2'

2' 2' 2' 2'

EL. 95' 94' 93' 92'

STAIR SECTION DETAIL SEE 8 ON A-1

4" THICK 8'-9"X36'-8" CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING FROST WALLS ARE 8" THICK AND 3' DEEP ENLARGED DOCK PLAN SEE ON A-1

4 STEP FOOTINGS FROM B.O. SHOP FOOTING AT ELEVATION 96' TO RETAINING WALL FOOTING AT ELEVATION 92' - RISE 1' TO RUN 2'

DOCK LEVELER SECTION SEE 1 ON A-1

B

2' 2' 2' 2'

52' - 0"

4" THICK 8'X7' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING - FROST WALLS ARE 8" THICK AND 3' DEEP

3

103' - 8"

2' 2' 2' 2' 2' 2' 2' 2' 2'

2' 2' 2' 2'

3' - 0"

3' - 6" 3' - 9" 3' - 6" 3' - 9" 4' - 0" 3' - 9" 3' - 9" 4' - 0" 3' - 9" 3' - 6" 3' - 9" 3' - 6"

WIDTH

25' - 0"

B C B C A C C A C B C B

LENGTH

25' - 0"

A1 A2 A3 B1 B2 B3 C1 C2 C3 D1 D2 D3

TYPE

9 5/8"

8

4" WIDE LEDGE FOR WAFFLE SLAB TO SIT ON AT ELEVATION 98' 6" LEDGE IS AT ELEVATION 100' EL. 86'-8"85'-8"84-'8" 83'-8"

COLUMN FOOTING SCHEDULE GRID REFERENCE

50' - 4 3/4"

JOB NO: 1

EDGE OF ROOF OVERHANG

STEP FOOTING - FIRST ONE ONLY IS 1'-2" RISE TO 2'-0" RUN

36' - 8"

40' - 0"

2

STEP FOOTING

28' - 0"

156' - 8"

A-5

92' 93'94'EL. 95'

FOUNDATION PLAN 1/8" = 1'-0"

7 5/8" CONCRETE SLAB IN SHOP

5"

1' - 4"

1-1/2" CIRCULAR STEEL PIPE HAND RAIL CONNECTED TO PIPE GUARDRAIL 3' - 11 1/2"

3' - 11 1/2"

FIRST FLOOR PLAN 100' - 0"

4"

4' WIDE STAIR 3" 1 9/16"

#4 REBAR AT 24" O.C 8"

9

THICKENED SLAB A 3/4" = 1'-0"

A-1

8

11 5/8"

4"

CONCRETE SLAB IN LOUNGE

2' - 0"

4" WEEP HOLES 4' O.C.

10

DOCK STAIRS 1/4" = 1'-0"

A-1

10"

TRENCH BOX

5 A-1

GENERAL NOTES • THE FOUNDATION PLAN VIEW IS A HORIZONTAL SECTION CUT THROUGH ELEVATION 100' • T.O. FOUNDATION WALL IS AT ELEVATION 100' UNLESS OTHERWISE NOTED • FIRST FLOOR SLAB IS AT ELEVATION 100' UNLESS OTHERWISE NOTED • GRADE IS AT ELEVATION 99'-4" • ALL FOOTINGS AND FOUNDATION WALLS ARE POURED CONCRETE • ALL T.O. FOUNDATION WALLS ARE AT ELEVATION 100' UNLESS OTHERWISE NOTED • DASHED LINES ARE THICKENED SLABS • B.O. FOOTING IS ELEVATION 96' UNLESS OTHERWISE NOTED • OFFICE AND LOUNGE SLABS ARE 4" THICK - SHOP AND DOCK SLABS ARE 5" THICK • THERE IS 4" CRUSHED ROCK UNDER ALL SLABS • THERE IS 2" RIGID INSULATION ON THE EXTERIOR FACE OF ALL FOUNDATION WALLS

TRENCH DRAIN DETAIL 1" = 1'-0"

USE AT NONBEARING MASONRY PARTITION WITH 2 #4 REBARS CONTINUOUS #4 REBAR AT 24" O.C

THICKENED SLAB B 3/4" = 1'-0"

RETAINING WALL DETAIL SEE 4 ON A-1

SLOPED 8" CONCRETE SLAB TO DRAIN WATER INTO TRENCH ON 4" CRUSHED ROCK CAST IRON TRENCH DRAIN

T.O. FIRST FLOOR WALL 110' - 0"

DOUBLE TEE JOIST 4" SLAB WITH 6" RIBS

4"

A-1

8 TREADS AT 1' LONG - 8 RISERS AT 6-1/12" DEEP 3 SPLICE SLEEVES ANCHORED IN SLEEVES THAT ARE SET IN CONCRETE 1/2" OVERHANG

4

FIRST FLOOR PLAN 100' - 0"

CRUSHED ROCK FOR DRAINAGE

1/2" ISOLATION JOINT CONCRETE TRUCK RAMP

A-1

4" BRICK ON 8 ' CMU

TRENCH DRAIN AT ELEVATION 94'-10-1/4"

CONCEALED INTEGRAL ANCHOR - SPACED 10" O.C. SEE SPECS 1' - 0"

T.O. RETAINING WALL IS AT ELEVATION 103'-6"

USE AT NONBEARING MASONRY PARTITION WITH 2 #4REBARS CONTINUOUS 3'-6" GUARDRAIL HANDRAIL 3' HIGH FROM NOSING

32' - 9"

8" CMU

FIRST FLOOR PLAN 100' - 0"

CRUSHED ROCK

2-5/8" BOLT PROJECTION

RETAINING WALL FOOTING 7'-3"

A-1

RETAINING WALL 1" = 1'-0"

5"

5" 1' - 2"

STEP FOOTINGS LEADING FROM SHOP TO RETAINING WALLS EL. 96' 95' 94' 93' 92'

A-1

7' - 0" BUMPER DETAIL SEE 6 ON A-1

BUMPER DETAIL 1" = 1'-0"

1' - 0"

20' - 0"

TRENCH DRAIN DETAIL SEE 5 ON A-1

1 A-1

DOCK SECTION 1/4" = 1'-0"

10' - 0"

FIRST FLOOR PLAN 100' - 0"

1" WEEP HOLES 4'-0" O.C. 5 A-1

4" 2"

6 4

8" WALL

8"

1' - 0"

#5 REBAR REINFORCING

RETAINING WALL FOOTINGS - ELEVATION 91'

5" CONCRETE SLAB

3"

3/4" X8" LONG ANCHOR BOLT WITH WASHERS 3"X3"X1/4" STEEL ANGLE WITH WELDED 1/4"X1"X8" STRAPS AT 2' O.C.

6 A-1

3"

2' - 4"

TYPE T RUBBER DOCK BUMPER

B.O. RETAINING WALLS 92' - 0"

GUARDRAIL RETAINING WALL 103' - 6"

FIRST FLOOR SLAB AT ELEVATION 100'

CONCRETE

SPLICE SLEEVE WITH #5 REBAR

DOCK STAIRS - SEE SECTION 8 ON A-1

FIRST FLOOR PLAN 100' - 0"

CHECKED BY: NL

---

A-5

A-1

DRAWN BY: TP

23' - 6"

DOOR POCKET ELEVATION 99'-4"

4 1

1'-4" THICK AND 2' WIDE THICKENED SLAB ON NORTH AND EAST WALL OF LOUNGE

FOUNDATION PLAN AND LOADING DOCK DETAILS

-

25' - 0"

TRENCH DRAIN - SEE DETAIL 5 ON A-1

9 STEP FOOTINGS ON BOTH SIDES OF OFFICE BASEMENT TO LOUNGE WALLS - ALL FOOTINGS BUT FIRST ONE ARE 1'-0" RISE TO 2'-0" RUN

OFFICE AND VESTIBULE FOUNDATION WALLS ARE 10" THICK BASED AT ELEVATION 87'-8" TO THE TOP AT ELEVATION 100' UNLESS OTHERWISE NOTED EXTERIOR OFFICE AND VESTIBULE FOOTINGS ARE 10" THICK AND 1'-8" WIDE UNLESS OTHERWISE NOTED TYPE C EXTERIOR PIERS ARE 3'-9" X 3'-9" X 2'-6"

1' - 10"

A-1

77' - 0"

7' - 0"

BUMPER - SEE DETAIL 6 ON A-1

1' - 0" 1' - 0"

7

4' - 0"

MR. NORM LACH

5' - 0"

1' THICK AND 1'-4" WIDE THICKENED SLAB UNDER EAST WALL OF JANITOR'S CLOSET AND EAST AND WEST WALLS IN BOTH RESTROOMS

T.O. FOOTINGS 97' - 0" B.O. DOCK STAIRS 95' - 6"

SOUTHERN ILLINOIS PRECAST CONCRETE INSTITUTE - 101 1ST STREET CENTRALIA ILLINOIS 62801DAWN PARKER

9' - 0"

1' - 6" 10' - 0"

8' - 0"

1' THICK AND 1'-4" WIDE THICKENED SLAB UNDER ALL INTERIOR SHOP WALLS

2' 2' 2' 2' 2' 2' 2' 2' 2'

SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341SECTION 001

1' - 0" 9' - 0"

C

TYPE A INTERIOR PIERS ARE 4'-0 X 4'-0 X 2'-6"

SHEET TITLE

2' - 0"

A

TAYLOR POMAHATCH

1

DOCK LEVELER

EXTERIOR OFFICE AND VESTIBULE FOUNDATION WALLS ARE AT ELEVATION 87'-8" EXTERIOR OFFICE AND VESTIBULE WALL FOOTINGS ARE AT 86'-10" UNLESS OTHERWISE NOTED

C

78' - 0"

B

2

CONCRETE STAIRS

1' - 0"

3

SHEET NO.

TRENCH DRAIN

B.O. RETAINING WALLS 92' - 0"

A-1 OF 4 SHEETS

STWY 1 - CONCRETE STAIR DETAIL SEE 6 ON A-3

11 12

114 19 18 17 16 15 14 13

12

DIMENSION TAKEN TO FACE OF STUD, 2X4 STUD 16" O.C. WITH 5/8" GWB, ALIGN WAFFLE SLAB CENTER

STORAGE

7

14' - 4"

JANITOR CLOSET

VESTIBULE

107

3 A-2

2

103

6' - 0"

RECEPTION AREA 102 19' - 10"

20

13 14 15 16 17 18 19 12 11

STWY 2

10 9

8

7

6

5

4

115

3

Concrete

5" PRECAST CONCRETE 10" THICK FRAME ANCHORED TO 10" WALL WITH 2 EXPANSION SHEILDS 2" RIGID INSULATION ROLLING DOOR

7 5/8"

ELEVATOR DETAILS SEE 5 ON A-3

L5

STWY 2 - CONCRETE STAIR DETAIL SEE 6 ON A-3

DOOR TYPE 7 8 1" = 1'-0"

9' - 10"

4" BRICK ON 2" RIGID INSULATION ON 8" CMU AROUND EXTERIOR OF OFFICE UNLESS OTHERWISE NOTED

2

2 HOUR FIRE RATED 8" CMU AROUND INTERIOR STAIR WELLS AND HOISTWAY

D

HOISTWAY

L4 4" BRICK ON 2" RIGID INSULATION ON 4" AIR SPACE ON 8" CMU AROUND EXTERIOR STAIRWELLS

4 A-2

16' - 6"

21 3' - 4"

CONFERENCE ROOM ALIGN 8" CMU WALL AND 2X4 STUD WALL ON THIS PLANE

110

6 A-2

108

L7

4" THICK 8'X7' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING 15' - 4" 52' - 0"

7 5/8"

14' - 0"

12' - 0"

14' - 0"

REVISION & DATE IN 26' - 0"

17

1

---

L6 15 9 A-2

L1 8 A-2 14 DN

LOADING DOCK

CONCRETE STAIR DETAIL SEE 6 ON A-3

8 7 6 5 4

DOCK LEVELER

DOCK DETAIL SEE 5 ON A-3

3 2 1

WHITEBOARD WALL

STORE FRONT WINDOW SYSTEM SEE 2 ON A-4 12' - 0"

Concrete

BUMPER UP

TRENCH DRAIN

--4' - 10"

14' - 0"

1' - 4"

6' - 8"

1' - 4"

13' - 4"

14' - 0"

8' - 0"

36' - 8"

13' - 4"

3' - 4"

40' - 0"

0" 28' - 0"

156' - 8"

DOOR TYPE 8 9 1" = 1'-0"

5" 2" 5"

-

16

4" BRICK ON 2" AIR SPACE ON 2" RIGID INSULATION ON 4" GLAZED BRICK

STOREFRONT DETAIL SEE 5 ON A-3

4" GLAZED BRICK ON 8" CMU TACKBOARD WALL STORE FRONT L8 WINDOW SYSTEM SEE 1 ON A-4

4" THICK 8'-9"X36'-8" CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

101

11

4" GLAZED BRICK 9 ON 8" GLAZED CMU 10 10' - 8" 1' - 4" 8' - 0"

LOUNGE 18

ALL INTERIOR SHOP WALLS ARE 8" CMU UNLESS OTHERWISE NOTED

L5

L8 4"

15' - 4"

L2

---

8" PLUMBING WALL CHASE WITH 8" GLAZED CMU ON BOTH SIDES

4'0" - 10"

10"

DOOR TYPE 6 7 1" = 1'-0"

19

ALL OFFICE WALL INTERIOR PARTITIONS ARE 2X4 STUDS 16" O.C WITH 1/2" GWB UNLESS OTHERWISE NOTED 19' - 10 3/8"

109 L8

4" 4" 4"

L3 5" PRECAST CONCRETE ON 2" RIGID INSULATION ON 5" PRECAST CONCRETE

14' - 8"

C

11' - 0"

6' - 0" 1' - 8"

DOOR TYPE 5 1" = 1'-0"

5 A-2

4" GLAZED BRICK ON 2" RIGID INSULATION ON 8" CMU

WOMEN'S RESTROOM

10' - 8"

4" 2" 4" STORE FRONT WINDOW SYSTEM SEE 3 ON A-4

MEN'S RESTROOM

4" GLAZED BRICK ON 8" CMU

8

-

6

7 A-2

L8

L2 ---

KITCHENETTE

L5

111

EXTENDS UP TO A 32' RAMP

FIRST FLOOR PLAN 1/8" = 1'-0"

POURED CONCRETE FLEXIBLE VINYL SPLINE ISOLATION JOINT ALUMINUM THRESHOLD EXPANSION SHEILD

2"

10

EXTERIOR CONCRETE TO INTERIOR CONCRETE THRESHOLD 11 3" = 1'-0"

TYPE A DOOR 1/4" = 1'-0"

4"

-

DOORWAY WITH CONTINUOUS CONCRETE - NO THRESHOLD ISOLATION JOINT

---

14

TYPE B DOOR 1/4" = 1'-0"

12

INTERIOR CONCRETE NO THRESHOLD 3" = 1'-0"

1/4" CERAMIC TILE

SHEET NO.

TILE REDUCER GLUED IN PLACE

A-2

POURED CONCRETE

16

TYPE C DOOR 1/4" = 1'-0"

SOUTHERN ILLINOIS PRECAST CONCRETE INSTITUTE - 101 1ST STREET CENTRALIA ILLINOIS 62801DAWN PARKER

6' - 0"

MECHANICAL

6" PRECAST CONCRETE ON 2" RIGID INSULATION ON 4" GLAZED CMU MEN AND WOMEN'S RESTROOM DETAIL SEE 7 ON A-3 ---

L3 16' - 0"

113

2 A-2

4" BRICK ON 2" RIGID INSULATION ON 8" CMU L2

13

TOOL ROOM

SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341SECTION 001

6

L3

14' - 0"

112

JOB NO: 1

STWY 1

OFFICE 3

4" BRICK ON 2" RIGID INSULATION ON 4" AIR SPACE ON 8" CMU AROUND EXTERIOR STAIRWELLS

10

106 4" 2" 4"

1

WH

---

9

CHECKED BY: NL

8

DRAWN BY: TP

7

FIRST FLOOR PLAN, ROOM SCHEDULE, DOOR SCHEDULE, FINISH SCHEDULE

6

MR. NORM LACH

5

SHEET NAME

4

L5

7' - 4"

STORE FRONT WINDOW SYSTEM SEE 4 ON A-4

3

TAYLOR POMAHATCH

4

2

78' - 0"

3

L3

10' - 8"

2 HOUR FIRE RATED 8" CMU AROUND INTERIOR DN STAIR 20 WELLS

38' - 0"

5" PRECAST CONCRETE ON 2" RIGID INSULATION ON 5" PRECAST CONCRETE

SET NO.

5

2' - 0"

DIMENSION TAKEN TO FACE OF STUD, 2X4 STUD 16" O.C. WITH 5/8" GWB, ALIGN WAFFLE SLAB CENTER

5" PRECAST CONCRETE ON 2" RIGID INSULATION ON 5" PRECAST CONCRETE AROUND ALL EXTERIOR SHOP WALLS

38' - 0"

4" THICK 8'X26' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

ALIGN 8" CMU WALL AND 2X4 STUD WALL ON THIS PLANE

46' - 0"

16' - 4 3/8"

105

2' - 0"

18' - 0"

104

19' - 7 5/8"

18' - 7 5/8"

OFFICE 2

37' - 0 3/8"

L4

14' - 5"

OFFICE 1

11' - 2"

05.29.15

4" THICK 8'X7' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

4' - 8"

24' - 0"

1' - 8" 6' - 0"

B

DOOR TYPE 4 5 1" = 1'-0"

3' - 4"

DATE

8' - 0"

1' - 0"

6' - 0"

19' - 2"

8' - 0"

67' - 7 5/8"

4" 2" 6"

6' - 0"

37' - 0 3/8"

4"2" 4"

2" RIGID INSULATION 5" PRECAST CONCRETE EXPANSION SHEILD

4' - 10"

4" BRICK ON 2" RIGID INSULATION ON 8" CMU AROUND EXTERIOR OF OFFICE UNLESS OTHERWISE NOTED

8' - 0"

8 3/4" THICK DOOR FRAME GROUTED SOLID AND ANCHORED TO 8" CMU WITH WIRE STRAPS 12" WALL - 8" CMU ON 4" BRICK 8 3/4" THICK FRAME ANCHORED TO 10" WALL WITH 2 EXPANSION SHEILDS

25' - 0" 52' - 0"

FRONT FACE 8" CMU

25' - 6"

DOOR FRAME FILLED WITH GROUT 12" WALL

25' - 0"

8' - 8"

DOOR TYPE 3 1" = 1'-0"

4 1/2" WALL

8 3/4" DOOR FRAME FRAME ANCHORED TO 4" BRICK WITH WIRE STRAPS 2" RIGID INSULATION WIRE STRAP

156' - 8"

23' - 8"

4

25' - 6"

25' - 0"

DOOR TYPE 2 3 1" = 1'-0"

25' - 0"

4 3/4" THICK DOOR FRAME ANCHORED TO 2X4 STUD WALL WITH 1/2" GWB ON BOTH SIDES BY LOCK IN ANCHOR DOUBLE 2X4 STUD

3

A

25' - 0"

8 3/4" THICK DOOR FRAME ANCHORED TO 4" BRICK BY WIRE STRAPS AND GROUTED SOLID 14" WALL - 4" BRICK ON 2" RIGID INSULATION ON 4" AIR SPACE ON 4" CMU

2

10"

10" WALL - 4" BRICK ON 2" RIGID INSULATION ON 4"3/4" CMU 8 THICK DOOR FRAME ANCHORED TO 4" BRICK BY WIRE STRAPS AND GROUTED SOLID

1

11' - 7"

DOOR TYPE 1 2 1" = 1'-0"

FIRST FLOOR PLAN NOTES • WEST STORE FRONT EXTERIOR DOORS ARE U.S. ALUMINUM • ALL EXTERIOR WINDOWS ARE ALUMINUM WITH MULLIONS • ALL INTERIOR DOORS ARE STEEL • OFFICE HAS WAFFLE SLAB CEILING • FIRST FLOOR PLAN ELEVATION SLAB AT 100' • ALL ROUGH OPENINGS ARE MASONRY OPENINGS • EXTERIOR CONCRETE SLABS HAVE 1/8" SLOPE AWAY FROM BUILDING AND THICKNESS OF 4" • ALL COLUMNS ARE 1'X1' WITH REINFORCED CONCRETE • ALL FLOORS ARE CONCRETE EXCEPT RESTROOMS RESTROOMS ARE CERAMIC TILE

77' - 0"

8 3/4" THICK DOOR FRAME ANCHORED TO 8" CMU WALL WITH WIRE STRAPS AND GROUTED SOLID

CONCRETE TO CERAMIC TILE THRESHOLD 13 3" = 1'-0"

OF 4 SHEETS

7"

11 3/4"

11' - 5 3/4" STAIR MEETING LANDING SEE DETAIL 10/A-4

4 A-4

A-4

4" CONCRETE SLAB ON 2" RIGID INSULATION ON VAPER BARRIER ON 4" CRUSHED EL. 87'-8" ROCK

001

2' - 7"

9

-

108

10

120

A-1

---

96'

T.O. FOOTINGS 97' - 0" T.O. BASEMENT PAD 88' - 0" B.O. FOUNDATION WALL 87' - 8"

93' 92' 91' 90' 89'

STEP FOOTINGS FROM BASEMENT EXHIBITION SPACE TO LOUNGE

US ALUMINUM STOREFRONT DOORS AND WINDOWS DETAIL

4

3

A-3

A-4

T.O. FIRST FLOOR WALL 8 110' - 0"

2

HANDRAIL 3' HIGH FROM NOSING

8" 4" 2" 4"

22 TREADS AND 22 RISERS

LOWER LANDING ELEVATION 93'

A-4 2' - 1" 1

2

3

4

5

6

7

8

9

1-1/2" CIRCULAR STEEL PIPE HAND RAIL CONNECTED TO PIPE GUARDRAIL RAILS ARE ANCHORED IN SLEEVES THAT ARE SET IN CONCRETE

1-1/2" CIRCULAR STEEL PIPE HAND RAIL CONNECTED TO PIPE GUARDRAIL

CONCEALED INTEGRAL ANCHOR - SPACED 10" O.C. SEE SPECS

RAILS ARE ANCHORED IN SLEEVES THAT ARE SET IN CONCRETE 3/4" OVERHANG CONCEALED INTEGRAL ANCHOR - SPACED 10" O.C. SEE SPECS

4

STAIR MEETS FIRST FLOOR SLAB ELEVATION 100'

6

12 19

18

17

16

15

14

13

COLUMN CENTERLINE DN

9

2

SECTION DETAIL @ VERTICAL

3/4" OVERHANG

A-4

4' WIDE STAIR

7"

20

4' - 0"

21

FIRST FLOOR SLAB 7 100' - 0"

5

1' - 2 1/2"

11

1

SECTION DETAIL @ STOREFRONT HEAD 3

WAFFLE SLAB 10

FIRST FLOOR SLAB 100' - 0"

EXTERIOR

STOREFRONT DETAILS 1/4" = 1'-0" MASONRY OPENING: 10' TALL AND 10' WIDE UNIT OPENING: 9'-11 1/2" TALL AND 9'-11 1/2" WIDE

INTERIOR

SINGLE ACTING DOOR 4' WIDE STAIR

CONCRETE

6

A-4

12

STAIR MEETING LANDING 1 1/2" = 1'-0"

A-4

STAIR MEETING FIRST FLOOR SLAB 1 1/2" = 1'-0"

1-1/2" CIRCULAR STEEL PIPE HAND RAIL CONNECTED TO PIPE GUARDRAIL

RAILS ARE ANCHORED IN SLEEVES THAT ARE SET IN CONCRETE

CONCEALED INTEGRAL ANCHOR - SPACED 10" O.C. SEE SPECS

3/4" OVERHANG

SECTION DETAIL @ DOOR JAMB

CIRCULAR STEEL HANDRAIL IN CONCRETE STAIRS HANDRAILS ARE PLACED IN SLEEVES AND GROUTED SOLID

TOGGLE BOLT IS ANCHORED INTO 8" CMU STEEL HANDRAIL BRACKET 4' O.C.

4" BRICK ON 2" RIGID INSULATION ON 4" AIR SPACE ON 8" CMU

4"

2"

4"

CONCRETE STAIRS HANDRAILS PLACED INTO SLEEVE AND GROUTED SOLID

8"

8

JAMB IS ANCHORED INTO PRECAST CONCRETE WALL BY EXPANSION SHEILD

EXTERIOR

INTERIOR

ALUMINUM THRESHOLD

1 1/4"

ALUMINUM SILL

EXTERIOR

T.O. BASEMENT SLAB ELEVATION 88'

SECTION DETAIL AT JAMB

STAIR SITS IN KEY HOLE

LANDING JUTS INTO CMU 2" FOR SUPPORT

THICKENED SLAB UNDER STAIRS 1' - 6"

A-4

SECTION DETAIL AT INTERMEDIATE HORIZONTAL

LOWER LANDING ELEVATION 93'

2' - 0"

4

INTERIOR

4' WIDE STAIR

BASEMENT SLAB MEETING STAIR 1 1/2" = 1'-0"

SECTION DETAIL @ DOOR HEAD WITH PIVOT

M-550

HANDRAIL 3' HIGH FROM NOSING

1

M-550

A-4

10

STAIR PLAN 1/4" = 1'-0"

7"

6

5 A-4

HANDRAIL DETAIL 1 1/2" = 1'-0"

11 A-4

WINDOW SILL IS ANCHORED INTO PRECAST CONCRETE WALL BY TWO EXPANSION SHEILDS

6

DOOR SILL IS ANCHORED INTO CONCRETE SLAB BY EXPANSION SHEILD

SECTION DETAIL @ DOOR SILL

5

SECTION DETAIL @ DOOR SILL 7

SET NO.

IN REVISION & DATE

BUILDING DETAILS JOB NO: 1 CHECKED BY: NL

13

T.O. PARAPET 113' - 4" T.O. HOLLOW T.O. WAFFLECORE SLAB 110' 112' - 8" 4" T.O. FIRST FLOOR WALL 110' - 0"

1' THICK PRECAST WALL WITH 2" RIGID INSULATION - WALL ANCHORED WITH SPLICE SLEEVE AND GROUTED SOLID 5" CONCRETE ON 4" GRAVEL

SHOP

BUILDIING SECTION 1/8" = 1'-0"

HANDRAIL 3' HIGH FROM NOSING

08.06.15

26' - 5" 1' - 0" 1' - 0"

1' - 0" 1' - 0" 1' - 0"

27' - 0"

10' - 0"

6' - 6"

11' - 6"

1' - 1" CEILING IS 25'-5" FROM T.0. FIRST FLOOR ELEVATION 100'

DOOR HEAD IS ANCHORED INTO PRECAST CONCRETE WALL BY EXPANSION SHEILD

2

INTERIOR STAIRWELL WALLS ARE 8" CMU

1' - 0"

1' - 0" 1' - 4"

KITCHENETTE

T.O. BASEMENT SLAB ELEVATION 88'

1' BY 1' CONCRETE COLUMN

22

ALL INTERIOR SHOP WALLS ARE 8" CMU UNLESS OTHERWISE NOTED

SLOPED GRAVEL ROOF ON 2" LIGHT WEIGHT CONCRETE TOPPING ON 4" RIGID INSULATION

3

EXTERIOR WALL AROUND STAIRWELL IS 1'-6" - 4" BRICK ON 2" RIGID INSULATION ON 4" AIR SPACE ON 8" CMU

5' - 6"

8 A-4

A-2 A-1

2" RIGID INSULATION ON VAPOR BARRIER

SHOP CEILING - DOUBLE TEE JOISTS 4" SLAB WITH 2' RIBS WITH 2" LIGHTWEIGHT CONCRETE TOPPING SIPPORTED BY 10" LEDGE ON PRECAST PANEL

PARAPET CAP SITS ON PRECAST PANEL GRAVEL DRAINAGE ON BUILT UP ROOFING

LOUNGE

94' 95'

3

10 A-4

5

7 A-4

16 A-2

EXHIBIT ROOM

T.O. BASEMENT PAD 88' - 0" B.O. FOUNDATION WALL 87' - 8"

T.O. SHOP WALLS 126' - 0"

DOUBLE TEE ANCHORAGE TO PRECAST PANEL DETAIL SEE 8/A-3

CANT STRIP ADDED TO DROP DOWN ROOF OVER LOUNGE WITH SLOPED GRAVEL LEADING TOWARDS NORTH ELEVATION OF BUILDING FOR DRAINAGE

102

4" THICK 8'X26' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

2' - 0"

7' - 3"

RECEPTION AREA

STAIR SECTION 1/4" = 1'-0"

A-4

2' - 0"

A-2

STAIR MEETING BASEMENT SLAB SEE DETAIL 4/A-4

10' - 0"

1' - 6"

3

11

12' - 0"

04

3/4"

2

WAFFLE SLAB - SITS ON 4" LEDGE OF 10" OFFICE WALL ABOVE CMU

VESTIBULE

FIRST FLOOR SLAB ELEVATION 100'

12 A-4

STAIR MEETING WALL SEE DETAIL 11/A-4

3' - 0"

2

SHELF ANGLE IS ANCHORED TO SHELF ANGLE INSERT IN WEDGE INSERT -ANCHORS WAFFLE SLAB TO 4" BRICK

RETAINING WALLS

STEP FOOTINGS FROM BASEMENT EXHIBITION SPACE TO LOUNGE ALLL LOUNGE FOOTINGS ARE 1' THICK AND 2' WIDE CONCRETE

WAFFLE SLAB

5 A-4

11 A-4

EL. 87'-8"

DOCK LEVELER

DRAWN BY: TP

STAIR MEETING FIRST FLOOR SLAB SEE DETAIL 12/A-4

1' THICK BEAM IN CONCRETE HANDRAIL DETAIL SEE 5/A-4

1

STORE FRONT WINDOW SYSTEM SEE 9 ON A-4

COLUMN CENTERLINE

90' 89'

SOUTH ELEVATION 1/8" = 1'-0"

VESTIBULE EXTERIOR WALLS ARE 5" PRECAST CONCRETE ON 2" RIGID INSULATION ON 5" PRECAST CONCRETE

6

92' 91'

DOCK AREA

MR. NORM LACH

11' - 10"

2 HOUR FIRE RATED 8" CMU AROUND INTERIOR STAIR WELLS

96'

---

SOUTHERN ILLINOIS PRECAST CONCRETE INSTITUTE - 101 1ST STREET CENTRALIA ILLINOIS 62801DAWN PARKER

T.O. FIRST FLOOR WALL 110' - 0"

WAFFLE SLAB

4" THICK SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

LOADING DOCK AREA

A-1

9 14 A-2 A-1

SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY BUILDING TECHNOLOGY II ARC 341SECTION 001

1 A-4

10

ALUMINUM ROLLING DOOR

SHEET NAME

A-4

13

4' - 0"

3' - 4"

ENLARGED ROOF DETAIL BETWEEN LOUNGE AND SHOP 3/4" = 1'-0"

8

A-1

A-2 A-1 94' 95'

2' - 0"

1

T.O. WAFFLE SLAB 112' - 4" GUARDRAIL RETAINING WALL 103' - 6" FIRST FLOOR SLAB 100' - 0" T.O. FOOTINGS 97' - 0" STEP FOOTINGS LEADING DOWN TO RETAINING WALL - B.O. RETAINING ALL SHOP FOOTINGS ARE 1' WALLS THICK AND 2' WIDE CONCRETE 92' - 0"

TAYLOR POMAHATCH

A-4

T.O. FIRST FLOOR WALL 110' - 0"

4" THICK SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

93'

FOUR STEP FOOTINGS DOWN ON EACH SIDE TO ELEVATOR PIT - FOOTINGS AROUND BASEMENT ARE 10" THICK AND 1'-8" WIDE EXCEPT AROUND STAIRWELL WALLS WHICH ARE 1'-6" THICK AND 3' WIDE

PRECAST CONCRETE PANELS AROUND SHOP

8

A-2

10"

SLOPED GRAVEL ON 2" CONCRETE TOPPING ON 4" RIGID INSULATION ON HOLLOW CORE CEILING

ENLARGED ROOF DETAIL BETWEEN OFFICE AND LOUNGE 3/4" = 1'-0"

7

8' - 0" 1' - 0" 3' - 0"

7"

FLOOR WALL 110' - 0"

T.O. HOLLOW CORE 110' - 8"

1' - 8" 1' - 0" 1' - 6"

2" RIGID T.O. FIRST INSULATION ON 4" BRICK

CANT STRIP

11

ENLARGED ROOF DETAIL BETWEEN THE LOUNGE AND SHOP SEE 8/A-4

1' - 0"

T.O. HOLLOW CORE 110' - 8" 4" CMU ON

SLOPED GRAVEL ON 2" CONCRETE TOPPING ON 4" RIGID INSULATION ON HOLLOW CORE CEILING

ENLARGED ROOF DETAIL BETWEEN OFFICE AND LOUNGE SEE 7/A-4

--US ALUMINUM STORE FRONT WINDOW SYSTEM

1' - 6"

7"

3X6 CAP WITH 3/8" CARRIAGE BOLT 7" PARAPET

1' - 0" 3' - 0"

CANT STRIP

4" THICK 8'X26' CONCRETE SLAB WITH 1/8" SLOPE DOWN AWAY FROM BUILDING

8' - 0"

3

13' - 4"

T.O. PARAPET 113' - 4"

WAFFLE SLAB

10 A-2

1' - 0" 1' - 0"

3X6 CAP WITH 3/8" CARRIAGE BOLT 7" PARAPET

US ALUMINUM STOREFRONT DOORS AND WINDOWS

5' - 4"

T.O. PARAPET 113' - 4"

---

3

PRECAST CAP AROUND OFFICE AND LOUNGE TO MAINTAIN THE SAME HEIGHT

8' - 0"

2

7' - 2"

1

1' - 0" 5' - 5"

PRECAST CAP OVER THE EXPOSED DOUBLE TEES OVER THE DOCK AREA

DATE

7"

T.O. SHOP WALLS 126' - 0"

SHEET NO.

A-4

LANDING MEETING WALL 1 1/2" = 1'-0" OF 8 SHEETS

Turn static files into dynamic content formats.

Create a flipbook