Steel Class Arch 352

HHDN

DW

28R DNUP 28R UP 28R

A203

A1

A204A1

A202 A1

A201

A1

A C D E F

1

2

3

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3.5

3.75

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112

116

117

119

125

118

113

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115

121

120

105

110

108

109

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126 136

128 134

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101

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101

101101101101101

101

123

108

111

130 131

132

137

130

VESTIBULE101

LOBBY102

BANK VESTIBULE103

CONFERENCEROOM

104

TELLER COUNTER106

WOMENSTOILET

107

JANITORSCLOSET

108

MENS TOILET109

VAULT110

MANAGERSOFFICE

112

EMPLOYEELOUNGE

114

RECORDSSTORAGE ROOM

115

EMPLOYEETOILET

116

BOOKKEEPINGOFFICE

117

STAIRS118

RENTAL SPACES119

ELEVATORS120

SERVERROOM

121

STAIRS122

RENTAL SPACES123

LOAN OFFICES111

32

WAITING AREA105

CORRIDOR #3113

CLOSET105

CORRIDOR #1125

CORRIDOR #2126

11881219 RO8131219R012191219RO12191219RO12191219RO9921219RO12191219RO12191219RO 1422 1219RO6101219RO12191219RO12191219RO12191219RO12191219RO12191219RO9001219RO12191219RO12191219RO12191219RO12191219RO878

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MECH SHAFT

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D5A102

D1A102

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5055 4636 4815 4691 7092 9533 12072

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-200

+0

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11

2

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278

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---

A

5

181 197 455

833

181

197

305

683

05 4000.D1

05121.I294

07810.A1

05 4100.A8

04 2100.A5

07810.A1

06 1600.A5

04080.A5

07210.B4

F

2

181

197

324

512 288

800

610

15200

05 4000.D1

07810.A1

05 4100.A8

09210.A2

04 2100.A5

06 1600.A5

07810.A1

04080.A5

?

5

B

9228

632

4

400 400

800

702

05 4100.A8

07810.A1

04 2100.A5

09210.A2

06 1600.A5

07210.B4

04080.A5

3

B

07810.A1

305 305

610

9494

292

356

835

09250.D1

05 4100.A8

05 4000.D6

09250.D1

D

3

300 305

605

400

400

800

05 4000.D6

09250.D1

15200

05 4100.A8

07810.A1

09250.D1

PROJECT NO:

DRAWN BY:

CHECKED BY:

STUDENT:

SHEET OF

SHEET TITLE: CAD DRAWING FILE

COPYRIGHT:

PROJECT ARCHITECT:

PROJECT MANAGER:

CONSULTANTS: JOHN MICHAELS

1 2 3 4

1 2 3 4

A

B

C

SCHOOL OFARCHITECTURE

SOUTHERN ILLINOIS UNIVERSITY

ARCHITECTURE 342: BUILDING TECHNOLOGY III

MIDWEST MECHANICAL ENGINEERS

NATIONAL FIRE PROTECTION, LLC

SOUTHERN CONSULTING, INC.

SALUKI ENGINEERING, INC.

CARBONDALE, ILLINOIS

MARION, ILLINOIS


MT. VERNON, ILLINOIS

CR

EA

TE

D F

OR

ED

UC

AT

ION

AL U

SE

ON

LY.

BOARD OF TRUSTEES

2/27

/201

2 5:

06:1

8 A

M

Enter address here

A102

First Floor

A302

JOHNSON BUILDING

MICHAEL REID

JOHN K DOBBINS

MICHAEL REID

1 : 100

FIRST FLOOR REFLECTEDCEILING PLANA1

1 : 20

EXT CORNER COLUMND1 1 : 20

EXT-WET COLUMND2 1 : 20

EXT. PERIMETER COLUMND3 1 : 20

INT-COLUMND4 1 : 20

INT-WET WALL COLUMND5

N

1.Drawings do not scale.2.All dimensions in millimeters UON.3.EXTERIOR WALL DIMENSIONS TO FACE OF MASONRY.4.INTERIOR WALL DIMENSIONS TO FACE OF STUDS.5.OPENINGS IN WALLS ARE M.O. OR R.O, AS APPROPRIATE.6.ALL DOOR RETURNS 50 MM UNLESS OTHERWISE NOTEDOR DIMENSIONED.7.PROVIDE BLOCKING IN WALLS FOR ALL CASEWORK,FIXTURES, AND ACCESSORIES.

GENERAL SHEET NOTES

1. SEMI-RECESSED FIRE EXTINGUISHER 1220 AFF.2. DF, TOP OF RIM 760 AFF.3. DF, TOP OF RIM 1015 AFF.4. TELLER COUNTER.5. CUSTOMER CHECK DESK.6. HANDRAIL 915 AFF.7. ATM.8. NIGHT DEPOSIT.9. COUNTER ___ AFF.10. KITCHEN CABINETS

SHEET KEYNOTES

REFERENCE KEYNOTES

04080.A5 3/16" DIA 2X6 RECTANGULAR TIE04 21 00.A5 ECONOMY 3.5" BRICK05 40 00.D1 6" C-STUD05 40 00.D6 2 1/2" ZEE ANGLE05 41 00.A8 3 1/2" ZEE ANGLE06 16 00.A5 3/4" GYP SHEATHING05121.1294 W10X49 STEEL COLUMN07210.B4 2" RIGID INSULATION07810.A1 25MM SPRAYED-ON FIREPROOFING09210.A2 22MM GYPSUM PLASTER09250.D1 16MM GYPSUM WALLBOARD15200 PROCESS PIPING

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K S

TU

DE

NT

PR

OD

UC

TPRODUCED BY AN AUTODESK STUDENT PRODUCT

PR

OD

UC

ED

BY

AN

AU

TO

DE

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ST

UD

EN

T P

RO

DU

CT

DR AW I NG T I TL E: SO LI D ER B E AM S & W OO D L AG G IN G ( CR OS S S EC T IO N - U SI N G IN S UL AT I ON )

2/8 /9 4

S o l d i e r B e ams & W o o d L a g g i n g

(Cros s Sec tion - usi ng In sulat ion)

DRAWIN G T ITL E : SO L IDER BEAMS & WOO D LAG GING ( CROSS SECT I ON - U S ING INSULA T ION)

DRAW ING NU MBE R : VTW P-1 .4

CAD F IL E NA ME : 00 4WP 2/8 /9 4

Soldier Beams & Wood Lagging(Cros s Sec t ion - usi ng In su lat ion)

DR AWI NG TI TL E : S OL I D E R B EA MS & WOOD L AGGI N G ( CR OSS SE CTI ON - US I NG I N SU L ATI ON )

DR A WI N G N U MB E R: V TWP -1 . 4

CA D FI LE N A ME : 00 4WP 2/ 8/ 94

DR AWI NG TI TL E : S OL I D E R B EA MS & WOOD L AGGI N G ( CR OSS SE CTI ON - US I NG I N SU L ATI ON )

DR A WI N G N U MB E R: V TWP -1 . 4

CA D FI LE N A ME : 00 4WP 2/ 8/ 94

Soldier Beams & Wood Lagging(Cross Section - using Insulation)

Soldier Beams & Wood Lagging(Cross Section - using Insulation)

A203

A1

A204A1

A202 A1

A C D E F

1

2

3

4

5

A.5 E.5

2.5

3.5

3.75

B

00

1

A5012

A502

A1

A501

C2

A305

A1

A305

A2

A301

A3

A301

222A A A

222A A A

3

33

333

5

5

44

66

1

1

22B B

2B

2B

8

8

8 8

6TYP

6TYP

1

1

2B

66

5

4 2

7

A2

A

LOW ROOF BELOW

3660

(12

'-0")

2600 15

78

9

9

D2

A108

-

---

D1A108

D3A108

A4A108

ROOF

2210007810.A1

07 2100.B5

06 1600.A4

02315 02900

07 2100.B6

06 1100.L9

07 2100.B4

05 3100.A28

072100.B3

07500.B6

-

---

02315

05 3100.A28

02900

07033

07500.A1

02315

05 3100.A28

05 1200.A0

06400.A1

3

95M

M M

IN

02315

07210.B5

05 3806.A28

02900

07

PROJECT NO:

DRAWN BY:

CHECKED BY:

STUDENT:

SHEET OF


COPYRIGHT:

PROJECT ARCHITECT:

PROJECT MANAGER:


1 2 3 4

1 2 3 4

A

B

C









MARION, ILLINOIS



CR

EA

TE

D F

OR

ED

UC

AT

ION

AL U

SE

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LY.

BOARD OF TRUSTEES

2/27

/201

2 5:

06:2

0 A

M

Enter address here

A108

Roof Plan

A302

JOHNSON BUILDING

Author

Checker

MICHAEL REID

1 : 100

ROOFA1

SHEET KEYNOTES1. PARAPET WALL2. 6:305 (1/4":1'-0") LOW SLOPE MEMBRANEROOF ON RIGID INSULATION.(COORDINATINATE FINAL DESIGN WITHGREEN ROOF REQUIREMNETS).

A. - ON SLOPED STRUCTURE.B. - INSTALLED ON TAPPEREDINSULATION ON LEVEL STRUCTURE.

3. ROOF DRAIN AND SUMP.4. RIDGE.5. VALLEY.6. CRICKET AT 13:305 (1/2":1'-0").7. FINAL ROOF DESIGN THIS AREA TO BEDETERMINED BY STUDENT.8 PENETRATIONS/WALKWAYS9. 225MM BRICK RETAINING WALL WITH AHEIGHT OF 2'-0". 1 : 20

EXPANSION JOINTD2 1 : 10

ROOF DRAIN DETAILD1 1 : 10

EXCAVATION CURBD3

1 : 10

VENTA4

1.Drawings do not scale.2.All dimensions in millimeters UON.

GENERAL SHEET NOTES

GENERAL SHEET NOTES:

SITEWORK02315.A2 EXCAVATION AND FILL: COMPACTED EARTH02315.B1 EXCAVATION AND FILL: GRAVEL02900 PLANTING

CONCRETE03310.I9 STRUCTURAL CONCRETE: CONC. SLAB W/ METAL DECKING

MASONRY04200.B1 MASONRY UNITS: CAST STONE CAP04210.A2 CLAY MASONRY UNIT MODULAR UNIT BRICK

METALS051200.AO STRUCTURAL STEEL: AISC STEEL ANGLE051300.D28 STURCTURAL STEEL: COMPOSITE DECKING W22

WOOD AND PLASTICS06160.D7 SHEATHING: GYP BOARD SHEATHING06050 BASIC WOOD: CANT STRIP WOOD0605023.A16BASIC WOOD: 60 PENNY NAILER06400.A11 BASIC WOOD: NOMINAL CUT 2X4 LUMBER061100.G10 BASIC WOOD: NOMINAL CUT 2X6 LUMBER061100.G11 BASIC WOOD: NOMINAL CUT 2X8 LUMBER061100.K3 BASIC WOOD: NOMINAL CUT 3X8 LUMBER

THERMAL AND MOISTURE PROTECTION07210.B3 BUILDING INSULATION: 38MM RIGID INSULATION07210.B5 BUILDING INSULATION: 60 MM RIGID INSULATION07210.B6 BUILDING INSULATION: 76.2 MM RIGID INSULATIONTARDERS. AIR BARRIER07500.A1 MEMBRANE LAYER079513.B6 FIREPROOFING: FIBER EXPANSION JOINT

FINSIHES092900.D11 GYPSUM BOARD: 1 LAYER 16MM GYP. BOARD TYPE X


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K S

TU

DE

NT

PR

OD

UC


PR

OD

UC

ED

BY

AN

AU

TO

DE

SK

ST

UD

EN

T P

RO

DU

CT

HH

HH

HH

HH

SD

SD

SD

SD

SD

SD SD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

A203

A1

A204A1

A202 A1

A201

A1

A C D E F

1

2

3

4

5

A.5 E.5

2.5

3.5

3.75

B

1

A5012

A502

A1

A301

A1

A501

C2

A305

A1

A305

A502D4

A2

A301

A3

A301

D2

A108

BANK VESTIBULE103

WAITING AREA105

LOAN OFFICES111

TELLER COUNTER106

MANAGERSOFFICE

112

CONFERENCEROOM

104

CORRIDOR #1125

WOMENSTOILET

107

VAULT110

CORRIDOR #2126

BOOKKEEPINGOFFICE

117

RECORDSSTORAGE ROOM

115

EMPLOYEELOUNGE

114

EMPLOYEETOILET

116

CORRIDOR #3113

STAIRS118

RENTAL SPACES119

ELEVATORS120

CORRIDOR #3113

SERVERROOM

121

STAIRS122

RENTAL SPACES123

LOBBY102

VESTIBULE101

MENS TOILET109

-

---

B4A112

SimB4A112

SimB4A112

SimB4A112

SimB4A112

Sim----

A4A112

SPECIALITY EQUIP: SPRINKLER

SPECIALITY EQUIP: SMOKE DETECTOR

MECH EQUIP: 24" X 24" RETURN REGISTER

MECH EQUIP: 24" X 24" SUPPLY DIFFUSER

2X4 PARBOLIC TROFFER LIGHT 120V

2X4 PARBOLIC TROFFER LIGHT 120VEMEGENCY BATTERY POWERED

SPECIALITY EQUIP: EMER. LIGHT120V

SPECIALITY EQUP: EXIT SIGN

LIGHTING LEGEND

A

06 1100.F1

05 4100.A4

09 2900.D1

16500

06 1600.A6

PROJECT NO:

DRAWN BY:

CHECKED BY:

STUDENT:

SHEET OF


COPYRIGHT:

PROJECT ARCHITECT:

PROJECT MANAGER:


1 2 3 4

1 2 3 4

A

B

C









MARION, ILLINOIS



CR

EA

TE

D F

OR

ED

UC

AT

ION

AL U

SE

ON

LY.

BOARD OF TRUSTEES

2/27

/201

2 5:

06:2

1 A

M

Enter address here

A112

First Floor ReflectedCeiling

A302

JOHNSON BUILDING

Author

Checker

MICHAEL REID

1 : 100

FIRST FLOOR REFLECTEDCEILING PLANA1

1 : 20

SOFFIT DETAILB4

1 : 20

WINDOW SOFFIT DETAILA4

GENERAL KYNOTES:CONCRETE03310.I9 STRUCTURAL CONCRETE: CONC. SLAB W/ METAL DECKING

MASONRY04200.B1 MASONRY UNITS: CAST STONE CAP04210.A2 CLAY MASONRY UNIT MODULAR UNIT BRICK

METALS051200.AO STRUCTURAL STEEL: AISC STEEL ANGLE051300.D28 STURCTURAL STEEL: COMPOSITE DECKING W22

WOOD AND PLASTICS06160.D7 SHEATHING: GYP BOARD SHEATHING061100.G10 BASIC WOOD: NOMINAL CUT 2X6 LUMBER

THERMAL AND MOISTURE PROTECTION07210.B3 BUILDING INSULATION: 38MM RIGID INSULATION

FINSIHES092900.D11 GYPSUM BOARD: 1 LAYER 16MM GYP. BOARD TYPE X

1.Drawings do not scale.2.All dimensions in millimeters UON.

GENERAL SHEET NOTES

JKDJKD

MPRMPR


RO

DU

CE

D B

Y A

N A

UT

OD

ES

K S

TU

DE

NT

PR

OD

UC


PR

OD

UC

ED

BY

AN

AU

TO

DE

SK

ST

UD

EN

T P

RO

DU

CT

FIRST FLOORREFLECTED

CEILING PLAN

0

ROOF

22100

B.O. FOOTING

-5408

T.O. FOOTING

-5100

A C D

E

FA.5 E.5

SECOND FLOOR

4900

THIRD FLOOR

9200

FOURTH FLOOR

13500

FIFTH FLOOR

17800

BASE FLOOR

-4900

ROOF P.H.

26400

B

COL FOOTINGS

-5713

1

A501

2

A502

A1

A305

1 2

3

112

4300

4300

4300

4300

4300

4900

4900

3130

0

121

4179

121

1817

1594

889

1766

1594

940

1792

1594

914

1741

1594

965

2290

1594

1016

5100

381

4

4

A1A502

A2A502

PARAPIT

23168

PROJECT NO:

DRAWN BY:

CHECKED BY:

SHEET OF

SHEET TITLE

COPYRIGHT:

PROJECT ARCHITECT:

PROJECT MANAGER:

CONSULTANTS:

1 2 3 4

1 2 3 4

A

B

C

SCHOOL OFARCHITECTURESOUTHERN ILLINOIS UNIVERSITY







MARION, ILLINOIS



ALL

WO

RK

SH

OW

N H

ER

EIN

IS FIC

TION

AL.

BOARD OF TRUSTEES SIUC

2/27

/201

2 5:

06:2

2 A

M

A201

SOUTH ELEVATION

A302

JOHNSON BUILDING

MPR

JKD

MICHAEL REID

1 : 100

SouthA1

SHEET KEYNOTES1. EXTERIOR BRICK ON METAL STUD WALL2. 3X3 CASEMENT WINDOW3. 12" CONCRETE FOUNDATION WALL4. ALUMINUM STOREFRONT SYSTEM

JKDRPM

STUDENT:

600 E. CAMPUS DRCARBONDALE, IL, 62901

JOHN MICHAELS

GENERAL SHEET NOTES1. DRAWINGS DO NOT SCALE2. ALL DIMENSIONS IN MM UON

2 13

N


RO

DU

CE

D B

Y A

N A

UT

OD

ES

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TU

DE

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UC


PR

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BY

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TO

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CT


CEILING PLAN

0

B.O. FOOTING

-5408

T.O. FOOTING

-5100

F

SECOND FLOOR

4900

BASE FLOOR

-4900

COL FOOTINGS

-5713

02620.B2

03 1500.A2

07 2100.B4

07 1300.C6

03310.I11

03310.L1

09 5100.A7

09 5100.D1

05 3100.A28

09 6400.A1

09 6500.B10

06 1600.A5

07 2100.B3

05 0523.E6

09 2900.D1

07 9513.A2

03310.I1107 9513.A2

09 5100.A7

09 5100.D1

05 3100.A28

09 6400.A1

09 6500.B10

05 0523.I1

07810.A1

04400.A3

08 5113.B7

08 5113.B9

08 5113.B9

08 5113.B6

04400.A3

06 1100.G1

05 1200.L0

05 1200.A0

10750

07 9513.B6

4900

4900

403

178

4900

1016

1524

2360

07 6200.D2

07 9513.B6

04 2100.A2

02620.B2

05120

RENTAL SPACES119

TENANT 1001

1038

1

07 1300.C4

04 0519.N4

05 0523.I1

02315.A2

02315.B1

F

SECOND FLOOR

4900

THIRD FLOOR

9200

FOURTH FLOOR

13500

05 3100.A28

09 6400.A1

09 6500.B10

06 1600.A5

06 1600.A5

07810.A109 2900.D1

05 4000.D107 9513.B6

09 5100.A7

09 5100.D1

05 3100.A28

09 6400.A1

09 6500.B10

05 4000.D1

05 4000.D1

07810.A109 2900.D1

05 0523.I107810.A1

05 4000.D107 9513.B6

09 5100.A7

09 5100.D1

05 3100.A28

09 6400.A1

09 6500.B10

05 0523.I107810.A1

07 9513.B6

04400.A3

08 5113.B7

08 5113.B9

08 5113.B9

08 5113.B6

04400.A3

06 1100.G1

05 1200.L0

05 1200.A0

10750

04400.A3

08 5113.B7

08 5113.B9

08 5113.B9

08 5113.B6

04400.A3

06 1100.G1

05 1200.L0

05 1200.A0

10750

4300

4300

965

1524

1811

914

1524

1862

07 6200.D2

05120

05120

TENANT 2201

TENANT 3301

8600

07 2100.B3

05 1200.A0

05 1200.A0

ROOF

22100

F

FOURTH FLOOR

13500

FIFTH FLOOR

17800

05 3100.A28

09 6400.A1

09 6500.B10

09 2900.D1

05 4000.D107 9513.B6

09 5100.A7

09 5100.D1

05 3100.A28

09 6400.A1

09 6500.B10

09 2900.D1

05 0523.I1

05 4000.D107 9513.B6

04400.A3

08 5113.B7

08 5113.B9

08 5113.B9

08 5113.B6

04400.A3

06 1100.G1

05 1200.L0

05 1200.A0

10750

04400.A3

08 5113.B7

08 5113.B9

08 5113.B9

08 5113.B6

04400.A3

06 1100.G1

05 1200.L0

05 1200.A0

10750

09 5100.A7

09 5100.D1

05 0523.I1

05 3100.A28

07 2100.B6

07 9513.B6

06 0523.A16

05 1200.A0

05 3100.B4

06 1100.K3

06050

04 2100.A1

4300

4300

07 1300.C8

940

1524

1836

889

1524

1887

1065

60

07 6200.D2

05120

05120

TENANT 4401

TENANT 5501

07 1300.B1

9725

07 1300.C4

05 1200.A0

05 4100.B4

05 1200.A0

06 0523.A16

04 0519.N4

06 1600.A5

07 2100.B3

06 1600.A5

07 6200.D2

PARAPIT

23168

PROJECT NO:

DRAWN BY:

CHECKED BY:

STUDENT:

SHEET OF


COPYRIGHT:

PROJECT ARCHITECT:

PROJECT MANAGER:


1 2 3 4

1 2 3 4

A

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C









MARION, ILLINOIS



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2 5:

06:2

3 A

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Enter address here

A301

WALL SECTION

A302

JOHNSON BUILDING

MPR

JKD

MICHAEL REID

1 : 20

WALL SECTION 1A1

GENERAL SHEET NOTES:1. DRAWING DO NOT SCALE2. ALL DIMENSIONS IN MM UON3. EXTERIOR WALL DIMS MASONRY

GENERAL SHEET NOTES:

1 : 20

WALL SECTION 2A2 1 : 20

WALL SECTION 3A3

RPM

RPM

4 13

600 E. CAMPUS DR.CARBONDALE, IL, 62901

SITEWORK02315.A2 EXCAVATION AND FILL: COMPACTED EARTH02315.B1 EXCAVATION AND FILL: GRAVEL02620.B2 EXCAVATION AND FILL: 150MM TRENCH DRAIN

CONCRETE03150.A1 CONCRETE ACCESSORIES SERRATED WATERSTOP03150.B4 CONCRETE ACCESSORIES: EXPANSION JOINT03150.B5 CONCRETE ACCESSORIES: KEYED JOINT03210.A7 REINFORCING STEEL03310.I9 STRUCTURAL CONCRETE: CONC. SLAB W/ METAL DECKING03310.J6 STRUCTURAL CONCRETE: CAST IN PLACE CONC. SLAB03310.K2 STRUCTURAL CONCRETE: CONC. FOOTING

MASONRY04050.N4 MASONRY ANCHORS AND REINFORCING: RECTANGULAR TIE04200.B1 MASONRY UNITS: CAST STONE CAP04210.A2 CLAY MASONRY UNIT: STANDARD UNIT BRICK04210.A2 CLAY MASONRY UNIT MODULAR UNIT BRICK04400.A3 STONE: PRECAST MASONRY SILL

METALS05090.A4 FASTENING050523.I1 METAL FABRICATIONS: STEEL SHEER PLATE05120 STRUCTURAL STEEL051200.AO STRUCTURAL STEEL: AISC STEEL ANGLE051200.LO STRUCTURAL STEEL: AISC STEEL TUBE053100.B4 STEEL DECK METAL ROOF DECKING054000.D1 COLD FORMED METAL FRAMING: LIGHT GAUGE ZEE

WOOD AND PLASTICS06160.D7 SHEATHING: GYP BOARD SHEATHING06050 BASIC WOOD: CANT STRIP WOOD0605023.A16BASIC WOOD: 60 PENNY NAILER061100.G11 BASIC WOOD: NOMINAL CUT 2X8 LUMBER061100.K3 BASIC WOOD: NOMINAL CUT 3X8 LUMBER

THERMAL AND MOISTURE PROTECTION07130.A1 SHEET WATERPROOFING: NEOPRENE STEEL

WATERPROOFING07130.A3 SHEET WATERPROOFING: BITUMINOUS SHEET07210.B3 BUILDING INSULATION: 38MM RIGID INSULATION07210.B6 BUILDING INSULATION: 76.2 MM RIGID INSULATION07220.A4 ROOF AND DECKING INSULATION: POLYISORYANRATE

INSULATION BOARD07260.A5 VAPOR RETARDERS. AIR BARRIER07270 AIR BARRIER: AIR INFULTRATION BARRIER07550 MODIFIED BITUMINOUS MEMBRANE ROOFING07620.D2 SHEET METAL FLASHING AND TRIM: STAINLESS STEEL FLASH07810.A1 APPLIED FIREPROOFING: 25MM SPRAY ON FIREPROOFING079513.B6 FIREPROOFING: FIBER EXPANSION JOINT

DOORS AND WINDOWS085113.B7 WINDOWS: ALUM SIDING WINDOW SILL085113.B9 WINDOWS: ALUM SIDING WINDOW CENTER085113.B6 WINDOWS: ALUM SIDING WINDOW HEAD

FINSIHES092900.D11 GYPSUM BOARD: 1 LAYER 16MM GYP. BOARD TYPE X09510.D1 ACOURISTIC CEILINGS: SUSPENSION WIRE096400.A1 RESILIENT FLOORING: WOOD STRIP FLOORING096500.B10 RESILIENT FLOORING: BASE STRIP

SPECIALITIES10750 EXTERIOR PROTECTION: SUN SHADE


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28R DNUP 28R

25R DN

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28R UP

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3.75

A1

A501

7

7

7

9

1889 500

298

2345

10

11

12

72859

2925


CEILING PLAN

0

ROOF

22100

B.O. FOOTING

-5408

T.O. FOOTING

-5100

E

SECOND FLOOR

4900

FIFTH FLOOR

17800

BASE FLOOR

-4900

ROOF P.H.

26400

COL FOOTINGS

-5713

1013

14

11

15

16

17

18

19

20

21

7

7

7

1

11

7

4300

3635

9

230

052

14

2054

2200

2813

2389

2859

9A501

Sim9

A501

Sim9

A501

Sim9

A501

Sim9

A501

Sim9

A501

Sim9

A501

4300

1290

049

0049

0016

00

1

2743

4300

2200

2100

1290

028

0021

0028

0021

0081

378

717

56838

610

716

2743

22

23

12

12

12


CEILING PLAN

0

ROOF

22100

B.O. FOOTING

-5408

T.O. FOOTING

-5100

43.5 3.75

SECOND FLOOR4900

FIFTH FLOOR

17800

BASE FLOOR

-4900

ROOF P.H.

26400

COL FOOTINGS

-5713

A1

A501

6A501

7A501

8A501

Sim7

A501

Sim7

A501

Sim8

A501

Sim8

A501

Sim8

A501

2 13

4 56

7

8

7

7

7

7

1 1

9

4300

4300

1290

049

0049

0081

3

2236

2064

2450

2450

2450

2450

349

4071

2

2

2

2

8

8

193

1049

229

305

165

178

197

438

2221

1208

2221

3429

1471

2221

813

305

175

22

23

PARAPIT

23168

F

4

E.5

3.5

3.75

1

A501

2

1

77

7

2

1

1

1779 721 1779

4347

4772

5032

1829

13T

@ 2

79 =

365

422

83

279

7765

8235

A

4

A.5

3.5

3.75

2

A502

137

7

7

2

7

1

2

1829 807 1829

4465

4804

5056

3092

3073

2069

8235

279

11T

@ 2

79 =

307

318

29

12T

@ 2

79 =

335

318

29

F

4

E.5

3.5

3.75

1

A501

139

12 2

7

7

7

1

7

1879 757 1829

4465

4772

5032

1834

12T

@ 2

79 =

334

7

1834

11T

@ 2

79 =

307

328

57

7765

1

F

4

E.5

3.5

3.75

1

A501

12 8

7

7

7

140

1829

3654

2283

1779 721 1779

7765

4633

5229

279

13T

@ 2

79 =

365

418

29

B.O. FOOTING

-5408

T.O. FOOTING

-5100

BASE FLOOR

-4900

178

178

178

534

05 0523.G3

03310.I11

055500055200

105 356 103

564

A1

A501

055500

055200

05 1200.B0

279

175 FIRST FLOOR

REFLECTEDCEILING PLAN

005 31

00.A2805 1200.B0

03310.J5

055200

05500


CEILING PLAN

0

E

05 3100.A28

07810.A1

03310.I9

03310.J509 2900.D1

09 2900.E1

PROJECT NO:

DRAWN BY:

CHECKED BY:

SHEET OF

SHEET TITLE

COPYRIGHT:

PROJECT ARCHITECT:

PROJECT MANAGER:

CONSULTANTS:

1 2 3 4

1 2 3 4

A

B

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SCHOOL OFARCHITECTURESOUTHERN ILLINOIS UNIVERSITY







MARION, ILLINOIS



ALL

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RK

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IS FIC

TION

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BOARD OF TRUSTEES SIUC

2/27

/201

2 5:

06:2

6 A

M

A501

Egress Drawings

A302

JOHNSON BUILDING

MPR

JKD

MICHAEL REID

1 : 50

ENLARGED ELEV PLANB3 1 : 50

ELEVATOR SECTIONA1

1 : 50

STAIR 1 SECTION CUT1

1 : 50

STAIR 1FIRST FLOOR2

1 : 50

STAIR 1 FIFTH FLOOR3

1 : 50

STAIR 1 TYP FLOOR4

1 : 50

STAIR 1 BASE FLOOR5

1 : 20

THCK. SLAB DETAIL6 1 : 20

STAIR 1 CONN DETAIL 17 1 : 20

STAIR 1 CONN DETAIL 28

1 : 20

ELEVATOR DETAIL 19

1.HANDRAIL AND GUARDRAIL2.SEMI-RECESSED FIREEXTINGUISHER 1220 AFF3.800 X 610 CONCRETE PILASTER4.175 MM CONCRETE SLAB5.GRANULAR FILL6.1600 X 1220 CONCRETE FOOTING7.CONCRETE SLAB WITH METALDECKING8.METAL STAIR TREAD AND RISER9.76 MM RIGID INSUL WITH METALDECK ROOF10.GOVERNOR11.ELEVATOR CAR12.FIRE-RATED ELEVATOR DOOR(2HR)13.ELEVATOR BUMPER14.SUMP PUMP15.PIT LADDER16.ELEVATOR GUIDE RAIL17.ELEVATOR HOISTINGMECHANISM18.PIT LIGHT19.STRUCTURAL STEEL W8X48(HOIST BEAM)20.ELEVATOR COUNTER WEIGHT21.230 MM CONC SLAB22. 609.6 MM PARAPET23. PRECAST CONC CAP

SHEET KEYNOTES

GENERAL SHEETNOTES:1. DRAWING DO NOT SCALE2. ALL DIMENSIONS IN MM UON

REFERENCEKEYNOTESCONCRETE DIV 303310.I11 178MM CONCSLAB ON GRADE03310.J5 CONC PILASTER03310.19 165 CONC SLAB W/METAL DECKING

METALS DIV 505 31 00.A28 3.0 WR 22 METALDECKING055200 HANDRAIL ANDGUARDRAIL055500 STAIR WITH 175 MMRISER AND 279 TREAD05 12 00.B0 AISC CHANNELSHAPES C8 X 13.705 05 23.G3 5/8” EXPANSIONBOLTTHERMAL AND MOISTURE DIV 7

07810.A1 25MM SPRAYAPPLIED FIREPROOFING

FINISHES DIV 909 29 00.D1 25.4 MM GYPSUMBOARD09 29 00.E1 GYPSUM SHEATHING

600 E. CAMPUS DRCARBONDALE, IL, 62901

JKDRPM

JOHN MICHAELS

3 13

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A203

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A204A1

A202 A1

A201

A1

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A502

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A305

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2/27

/201

2 5:

06:2

8 A

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Roof Framing

A302

JOHNSONBUILDING

MICHAEL REID

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S101

1 : 100

Roof Framing1

No. Description Date


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Documents

Steel Class Arch 352