CDS by Kevin Vazquez

Construction Documents Various projects

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Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu

8' - 0"

3' - 7 3/4"

Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

3' - 11 1/4"

Building Tech

Camp Beach I

Spring 2015

Touch of Nature

3' - 11 1/4"

001

8' - 0"

1 2

A105

4' - 0 3/4"

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ELOO Restroom Facilities Project

3/22/2015

1 A110

GROUP 6

3/24/15

Floor Plan 1/2" = 1'-0"

3/22/2015

Project Status

A104 Floor Plan

A101

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Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

4x4 Stud

Building Tech

Camp Beach I

Spring 2015

1 A105

2x8 Roof Rafters

2x4 Bridging

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ELOO Restroom Facilities Project

Touch of Nature

Corrugated Metal

3/22/2015

1 A110

GROUP 6

3/24/15

3/22/2015

A104 Project Status

Roof 1/2" = 1'-0"

Reflected Ceiling Plan

A111

1' - 11 5/32"

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8' - 7 1/2"

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1' - 5 11/32" 12' 6"

Wire Mesh

2X8 Boards 9' - 11"

Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

Building Tech

Camp Beach I

Spring 2015

Wire Mesh

Corrugated Metal

2x8 Wood Studs

8' 4x4 wood stud

8' 4x4 wooden studs 4" Thicke Concrete Slab 4" Thick Concrete Slab

Grade 0' - 0"

East 1/2" = 1'-0"

ELOO Restroom Facilities Project

Roof 8' - 1"

Touch of Nature

Roof 8' - 1"

3/22/2015

Grade 0' - 0"

West 1/2" = 1'-0"

GROUP 6

3/24/15

3/22/2015

Project Status Exterior Elevations

A103

2X8 Boards 9' - 11" Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu

Corrugated Metal Sheet

Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

Roof 8' - 1"

Building Tech

Camp Beach I

Spring 2015

3/22/2015

Hand Sanitizer 1 A110

3'-3" Metal Grab Bar

(22) 2x4x4 wood studs

Compost Toilet

ELOO Restroom Facilities Project

Touch of Nature

Corrugated Metal Interior Wall

Anchor Bolt 1/2"

2x4 Sill Plate

1' thick concrete slab

Grade 0' - 0"

GROUP 6

3/24/15

3/22/2015

Project Status

1 A105

West 3/4" = 1'-0"

Building Sections

A104

1 A110 --1 A104

2X8 Boards 9' - 11"

Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu

3/4" cut into channel in 2x8

1 A109

Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

Building Tech

Roof 8' - 1"

Camp Beach I

Spring 2015

Corrugated Metal

Touch of Nature

2x4 Bridging

2' Metal Grab Bar

Wood Stud Wall

Urinal

Compost Toilet

ELOO Restroom Facilities Project

3/22/2015

1"-1/2" x 2"-1/2" Sill Plate

Grade 0' - 0"

GROUP 6

3/24/15

3/22/2015

Project Status Building Sections

South 3/4" = 1'-0"

A105

Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

Building Tech

Camp Beach I

Spring 2015

0' - 4"

Touch of Nature

0' - 3 17/32"

Roof 8' - 1"

ELOO Restroom Facilities Project

3/4" channel for notching

3/22/2015

3/8" carriage bolts

GROUP 6

Connection @ rafter 1 3" = 1'-0"

3/24/15

3/22/2015

Project Status Carriage Bolt Callout Detail

A108

1' - 3 1/2"

2X8 Boards 9' - 11" Client: Touch of Nature Contact: Alan Teska p: 618.453.1121 e: ateska@siu.edu

1 A108

Instructor | Architect: Chad Schwartz School of Architecture p: 618.453.1228 e: chad.schwartz@siu.edu

Roof 8' - 1"

Building Tech

Camp Beach I

Spring 2015

3/22/2015

nut bolts/ flat washers every 24 vertically"

9' - 11"

Touch of Nature

26" Corrugated panels

2' ADA handrail

3' - 7" 1' - 0 1/8"

4' - 0"

2x4 Horizontal Stud Wall

ELOO Restroom Facilities Project

4' - 0"

panels have 1" overlap

2x4 Vertical Wood Stud

Grade 0' - 0" GROUP 6

3/24/15

Detailed Wall Section 3/4" = 1'-0"

3/22/2015

Project Status Detailed Wall Section

A110

11"

ISOLATION JOINT

1/2" X 16" BOLT WITH SLEEVE ANCHOR @ 6' - 0" O.C.

IN.

BASE FLASHING AND DRIP EDGE

4" COMTINUOUS CANT STRIP FELTS ADHERED WITH COALTAR

MASONRY NAILS @ 2' -0" O.C.

(2) 5" X 5"X 1/4" STEEL PLATESFOR DOUBLE TEE ANCHORAGE 11" THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

4" FACE BRICK 2" RIGID INSULATION 4" FACE BRICK

VAPOR BARRIER 4" GRAVEL FILL

2" LIGHTWEIGHT INSULATED CONCRETE ON 6" RIGID INSULATION ON 8" HOLLOW CORE

2" RIGID INSULATION

9' - 4"

HORIZONTAL REINFORCING @ 8" O.C. VERTICALLY

BEARING PAD PRECAST CONCRETE DOUBLE- TEE JOIST

A-3

11"

COLUMN CENTERLINE 1"

4" FACE BRICK 2" RIGID INSULATION 4" FACE BRICK

2' - 8"

SHIM SPACE WITH CAULKING SCREW ALUMINUM STOREFRONT WINDOW SYSTEM WITH INSULATED GLASS PANEL

HEAD 1' - 0" 3/4"

5 5/8"

5' - 11 1/2"

10' - 0"

11' - 4"

10' - 8"

6' - 0" M.O.

RUNNER CHANNELS @16" O.C.

ALUMINUM STOREFRONT WINDOW SYSTEM WITH INSULATED GLASS PANELS FOR DETAIL SEE DWG 8/A-3

4" FACE BRICK 2" RIGID INSULATION 6" CMU

8' - 0"

6' - 0" M.O.

7/8" METAL FURRING STRIPS @ 16" O.C. 13' - 4"

12' - 8" 10' - 0"

6' - 0" M.O.

12' - 8"

12' - 0"

FLASHING AND WEEP HOLES

2' - 8"

F.F SLAB 100'-0"

ALUMINUM STOREFRONT WINDOW SYSTEM WITH INSULATED GLASS PANEL

SCREW WITH EXPANSION SHEILD

ISOLATION JOINT

7" 3"

5' - 0"

2' - 8"

2" RIGID INSULATION

3' - 4"

4' - 0"

3' - 6"

5' - 0"

3' - 8"

3' - 6"

5' - 0"

3' - 0"

FLOOR REGISTER

ISOLATION JOINT

1 1/2"

2" RIGID INSULATION 4" GRAVEL

FLASHING 1/2"

4" STAINED CONCRETE SLAB ON VAPOR BARRIER AND 4" GRAVEL

ISOLATION JOINT 2" RIGID INSULATION

ALUMINUM STOREFRONT WINDOW SYSTEM WITH INSULATED GLASS PANEL

JAMB

FLASHING AND WEEP HOLES @ 2' -0" 4"

F.F SLAB 100'-0"

SCREW WITH EXPANSION SHEILD

FLASHING AND WEEP HOLES @ 2'-0" O.C.

F.F SLAB 100'-0"

CERAMIC TILE ON 4" CONCRETE SLAB ON VAPOR BARRIER ON THICKEND SLAB SEE DWG 6d/A-1

SHIM SPACE WITH CAULKING

5' - 11 1/2"

PRECAST CONCRETE SILL WITH DRIP EDGE

4" STAINED CONCRETE SLAB ON VAPOR BARRIER AND 4" GRAVEL

6' - 0" M.O.

HORIZONTAL WIRE REINFORCING AT 16" O.C. VERTICALLY 4" FACE BRICK 2" RIGID INSULATION 4" FACE BRICK 8" PLUMBING WALL GAP 4" GLAZED CMU

FLASHING AND WEEP HOLES @ 2'-0" O.C.

VERTICAL REINFORCING 2 #4 REBAR SOLDIER COURSE

2' - 0" 6"

6" POLISHED CONCRETE SLAB ON VAPOR BARRIER AND 4" GRAVEL

4' - 0"

BLOCKING

CONCRETE WAFFLE SLAB

METAL EDGE TRIM

HORIZONTAL WIRE REINFORCING AT 16" O.C. VERTICALLY

3' - 4"

1/4" CONTINUOUS BEARING PAD WITH BACKER ROD AND CAULKING

5' - 0"

FLASHING AND WEEP HOLES @ 2' - 0" O.C.

ROD ANCHOR @ 2' - 0" FLASHING AND WEEP HOLES 4" FACE BRICK ON 2" RIGID INSULATION 6" CMU

5/8" GYP BOARD DROP CEILING SCREWED INTO FURRING STRIP

PRECAST CONCRETE SILL WITH DRIP EDGE

2 X 4 TREATED WOOD NAILER SHIMMED AND CALULKED INTO PLACE

F.F SLAB 100'-0"

STEEL ANGLE 3" X 3 1/2" X 1/4"

3 5/8"

CEILING HANGERS GROUTED INTO HOLLOW CORE JOINTS @ 16" O.C.

ALUMINUM STOREFRONT WINDOW WITH INSULATED GLASS PANELS

CHAMFERED EDGE

FOR ISOMETRIC DETAIL OF CONNECTION SEE DWG 2/A-3

4" FACE BRICK 2" RIGID INSULATION 6" CMU

PRECAST 8" HOLLOW CORE CEILING

WINDOW HEAD ANCHORED WITH 3" SCREW INTO WOOD NAILER

11" THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

6" CMU BOND BEAM

ALUMINUM FRAME FIXED WINDOW WITH INSULATED GLASS PANELS 6' - 0" R.O.

14' - 0"

DRIP EDGE

1/8" THICK CONTINUOUS BEARING PAD

2' - 0"

WINDOW HEAD ANCHORED WITH 3" SCREW INTO WOOD NAILER

6" 6"

2" 6" CHAMFERED EDGE

DOVETAIL @ 32" O.C.

REBAR GROUTED IN SLEEVE

6" CMU BOND BEAM REBAR GROUTED IN SLEEVE

2' - 8"

2 X 4 TREATED WOOD NAILER SHIMMED AND CALULKED INTO PLACE

5 5/8"

T.O. WAFFLE SLAB 111'-4"

T.O. HOLLOW CORE 110'-8"

T.O. HOLLOW CORE 110'-8" PRECAST 8" HOLLOW CORE CEILING

BUILT UP ROOFING

FOR PARAPET WALL DETAIL SEE DWG 3/A-3

2' - 0"

LIGHT COLORED GRAVEL ON 3 LAYERS OF FELTS ADHERED TOGETHER WITH COALTAR ON 2" LIGHT WEIGHT TOPPING ON 6" RIGID INSULATION SLOPED TO DRAIN

1' - 4"

1" 2' - 0"

4' - 8" 26' - 0"

1/2" BEARING PAD

1' - 4"

LIGHT COLORED GRAVEL ON 3 LAYERS OF FELTS ADHERED TOGETHER WITH COALTAR ON 2" LIGHT WEIGHT TOPPING ON 6" RIGID INSULATION SLOPED TO DRAIN

3/4"

11"

DOUBLE TEE SYSTEM 5"

3 5/8"

FOUNDATION WALL ISOMETRIC DETAIL 1" = 1'-0"

1' - 0"

A-3

3" = 1'-0"

1' - 4"

1" = 1'-0"

2' - 0"

(2) 5" X 5" X1/4" STEEL PLATES @ 4'-0" O.C.

DOUBLE TEE ISOMETRIC DETAIL

2' - 0"

A-3

1' - 4"

T.O. DOUBLE TEE 114"-0"

PARAPET WALL DETAIL 3

4" FACE BRICK 2" RIGID INSULATION 6" CMU

3" 10"

2" RIGID INSULATION

1' - 0"

T.O. FOOTING 96'-6" 1' - 0"

T.O. FOOTING 96'-6"

PRECAST CONCRETE SILL WITH DRIP EDGE FLASHING AND WEEP HOLES

SILL 6"

1' - 0"

A-3

SHOP WALL SECTION 3/4" = 1'-0"

5 A-3

LOUNGE WALL SECTION 3/4" = 1'-0"

10"

6 A-3

TOILET WALL SECTION 3/4" = 1'-0"

1' - 0"

3 5/8"

3/4"

7 A-3

OFFICE WALL SECTION

3/4" = 1'-0"

8 A-3

OFFICE WINDOW DETAILS 3" = 1'-0"

5 5/8"

SHEET NO.

1' - 0"

2' - 0"

1' - 8"

2' - 0" 4

10"

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

11' - 4"

2" RIGID INSULATION

SHEET TITLE

12' - 0"

1/2" BEARING PAD

LIGHT COLORED GRAVEL

PROJECT-NAME-LOCATION-OWNER: STUDENT: KEVIN VAZQUEZ INSTRUCTOR: NORM LACH CENTRAL ILLINOIS MASONARY DRAWN BY: CHECKED BY: NL JOB NO. : CHAMPAIGN, IL 61820 KCV LYNN VASQUEZ

6" POLISHED CONCRETE SLAB

SET NO.

CONTINUOUS REGLET

FOR ISOMETRIC DETAIL OF CONNECTION SEE DWG 1/A-3

BACKER ROD AND SEALANT

2' - 0"

LIGHT COLORED GRAVEL ON 3 LAYERS OF FELTS ADHERED TOGETHER WITH COALTAR ON 2" LIGHT WEIGHT TOPPING ON 6" RIGID INSULATION SLOPED TO DRAIN

6" RIGID INSULATION

(2) 2 X 10 BLOCKING

11/12/15

T.O. DOUBLE TEE 125' -4"

CONTINUOUS BEARING PAD

WALL SECTION DETAILS

CAP FLASHING

2" LIGHT WEIGHT INSULATED TOPPING

COLUMN CENTERLINE

DATE

1/2"

2" RIGID INSULATION

1' - 4"

10"

CANT STRIP

CONTINUOUS REGLET

1' - 6"

3 LAYERSOF FELTS ADHERED WITH COALTAR

COPING WITH 10" FACIA OVER WATERPROOF MEMBRANE

SLEEVE FILLED WITH GROUT AT 4'- 0" O.C.

CANT STRIP

10"

BASE FLASHING

11" THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

REVISION & DATE

CAP FLASHING

A-3 8 OF_____SHEETS

T.O. DOUBLE TEE 125' - 4"

FOR HANDRAIL DETAILS SEE DWG ?/A-4

8' - 0"

1' - 0"

DOUBLE TEE

DOOR JAMB 8" CMU

3" X 3" - 10 X 1/4" METAL NON-SLIP NOSING ANCHORED WITH WING NUT

3" = 1'-0" 3

4' - 0" 8b A-4

HOLLOW METAL DOOR

7h 11"

1/4" = 1'-0"

CONTINUOUS REGLET 1/2"

CANT STRIP

1/2"

CAP FLASHING FOR ISOMETRIC DETAIL OF CONNECTION SEE DWG 1/A-3

7' - 0"

WAFFLE SLAB

3 1/2" 1/2"

F.F SLAB 100'-0"

T.O. DOUBLE TEE 125' -4"

T.O. DOUBLE TEE 114"-0"

DOUBLE TEE SYSTEM 1/2" BEARING PAD CANT STRIP

104

SECRETARY AREA

6' - 0"

3' - 6"

6" 6"

MENS TOILET 109

16' - 0"

3' - 4"

7 5/8"

DISPLAY AREA

ENLARGED SECOND FLOOR STAIRWAY 1

1 1/2" = 1'-0"

A-4

1/4" = 1'-0"

PRECAST HOLLOW CORE CEILING

DOUBLE TEE DISPLAY AREA 201

FOR CONNECTION DETAIL SEE DWG 6/A-4

WOMENS TOILET DROP GYP BOARD CEILING

110

T.O. DOUBLE TEE 125'-4"

LOUNGE

SHOP 109

111 112

FOR TYPICAL SHOP WALL SECTION SEE DWG 4/A-3

T.O. DOUBLE TEE 114"-0"

109

110

7 5/8"

COLUMN FTG C

2" ROUND STEEL HANDRAIL 3' - 0" ABOVE NOSING BRACKET ANCHORED TO HANDRAILL WITH SCREWS

BRACKET ANCHORED TO CMU WALL WITH TOGGLE BOLT

A-4

2 9 A4 A1 PRECAST CONCRETE

1/2" = 1'-0"

T.O. FOOTING 96'-6"

6" GLAZED CMU THICKENED SLAB DETAIL SEE DWG 6A/ A-1

T.O. DOUBLE TEE 125'-4"

11"

1' - 0"

FACE BRICK

ALUMINUM STOREFRONT WINDOW SYSTEM

25' - 0"

FACE BRICK

COLUMN CENTERLINE 8" CAST-IN-PLACE CONCETE WALL

FOR PARAPET WALL DETAIL SEE DWG 3/A-3

26' - 0"

7 5/8"

T.O. DOUBLE TEE 114"-0"

7 5/8"

T.O. WAFFLE SLAB 111'-4"

T.O. HOLLOW CORE 111'-4"

13' - 0"

14' - 0"

BUR

FOR FOOTING SIZES SEE DWG ?/A-1

CONCRETE WAFFLE SLAB

COLUMN FTG C 6 A-4

OFFICE TO LOUNGE ROOF

SOUTH BUILDING ELEVATION

1/2" = 1'-0"

A-4

1/8" = 1'-0"

COLUMN FTG B

RETAINING WALL COLUMN FTG C

5' - 0"

8" CMU WALL

4' - 0"

HOLLOW CORE

HANDRAIL DETAILS 1" = 1'-0"

1/8" = 1'-0"

4" STAINED CONCRETE SLAB

6" GLAZED CMU ON 4" BRICK

LOUNGE TO SHOP ROOF

2" ROUND STEEL HANDRAIL 3' - 0" ABOVE NOSING BRACKET ANCHORED TO HANDRAILL WITH SCREWS

A-4

THICKENED SLAB DETAIL SEE DWG 6A/ A-1

COLUMN FTG C

CERAMIC MOSAIC TILE

BRACKET ANCHORED TO HANDRAILL WITH SCREWS BRACKET ANCHORED TO CAST-IN-PLACE CONCRETE WALL WITH SCREW AND 2" 2" EXPANSION SHIELD

SOUTH BUILDING SECTION

BRACKET ANCHORED TO PRECAST CONCRETE WALL WITH SCREW AND EXPANSION SHIELD 2" 2" 2" ROUND STEEL HANDRAIL 3' - 0" ABOVE NOSING

PRECAST CONCRETE WALL

COLUMN FTG B

6" GLAZED CMU

1' - 0"

4" POLISHED CONCRETE SLAB

F.F SLAB 100'-0"

F.F SLAB 100'-0" T.O. FOOTING 96'-6"

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

1/4" = 1'-0"

2" 2"

A-4

1' - 0"

T.O. HOLLOW CORE 110'-8"

4' - 0"

2' - 6"

WAFFEL SLAB

A4 A1

201

1' - 0"

A-4

WHITEBOARD DETAIL

DISPLAY AREA

1' - 0" 11' - 0"

T.O. OF WAFFEL SLAB 111"- 4" FOR TYPICAL OFFICE WALL SECTION SEE DWG 7/A-3

3" X 3" - 10" NONSLIP METAL NOSING ANCHORED WITH WING NUT TO CONCRETE STAIRS

FOR PARAPET DETAIL SEE DWG 3/A-3

FOR CONNECTION DETAIL SEE DWG 6/A-4

CAST-IN-PLACE CONCRETE WALL

12R @ 7" = 7' - 0" 12T @ 11" = 11' - 0"

201 FOR PARAPET DETAIL SEE DWG 3/A-3

8" CMU

20' - 0"

1' - 0" 4' - 0"

12R @ 7" = 7' - 0"

2" ROUND STEEL HANDRAIL ANCHORED TO 8" CMU WALL WITH BRACKERS AND SCREWS WITH TOGGLE BOLT SEE DWG DETAIL 4c/A-4

THICKENED SLAB SEE DWG 6a/ A-1

1' - 0" THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

11T @ 11" = 10' - 0"

TYPICAL STAIR CONDITION

A-4

(2) 5" X 5" X1/4" STEEL PLATES @ 4'-0" O.C.

1/2" GYP BOARD ON 2X4 STUD WALL ON 1/2" GYP BOARD

1/4" = 1'-0"

2" ROUND STEEL HANDRAIL ANCHORED TO CAST-IN-PLACE CONCRETE WALL 5" POLISHED WITH BARCKETS AND SCREWS CONCRETEWITH EXPANSION SHIELDS SEE DWG DETAIL 4b/A-4 SLAB

FOR PARAPET DETAIL SEE DWG 1/A-3

14' - 0"

4' - 0" 3' - 0"

TOP OF BOARD ANCHORED TO 2X4 STUD WALL WITH SCREWS @ 2' - 0" O.C.

3" X 3" - 10 X 1/4" METAL NON-SLIP NOSING ANCHORED WITH WING NUT

#4 REBAR @ 1' - 0" RUNNIG BOTH DIRECTIONS

ISOLATION JOINT

STAIR SECTION

2" ROUND STEEL HANDRAIL ANCHORED TO PRECAST CONCRETE WALL WITH SCREW AND EXPANSION SHIELD SEE DWG DETAIL 4a/A-4

F.F SLAB 100'-0"

1 1/2" = 1'-0"

A-4

LIGHT COLORED GRAVEL ON 3 LAYERS OF FELTS ADHERED TOGETHER WITH COALTAR ON 2" LIGHT WEIGHT TOPPING ON 6" RIGID INSULATION SLOPED TO DRAIN

2X4 STUD SCREWED INTO NOTCHED 2X4 STUD WALL

A-4

STOREFRONT DETAILS

1 1/2"

TOP OF BOARD ANCHORED TO 2X4 STUD WALL WITH SCREWS @ 2' - 0" O.C.

ISOLATION JOINT

8d A-4

2' - 0"

HAUNCH

1' - 0" THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

23T @ 11"= 10' - 0"

2' - 0"

4" STAINED CONCRETE

T.O. FOOTING 96'-6"

ALUMINUM THRESHOLD WITH WEATHERSTRIPPING ANCHORED WITH SCREW WITH EXPANSION SHIELD F.F SLAB 100'-0"

A-4

ELEVATION OF MAIN ENTRANCE 2 1/2"

THICKENED SLAB

2' - 0"

T.O.F.F SLAB 100'-0"

ALUMINUM WINDOW SILL WITH WEATHERSTRIPPING ANCHORED WITH SCREW WITH EXPANSION SHIELD

ALUMINUM DOOR HEAD AND TRANSOM SILL

F.F SLAB 100'-0"

7i A-4

7f A-4

ALUMINUM INTERMEDIATE VERTICAL MULLION

2' - 5"

1e A-4

1d A-4

5 1/16"

1c A-4

WEDGE INSERT BOLTED TO SHELF ANGLE 5 1/2" X 3" 1/4" ON 1/4" BEARING PAD WITH BACKER ROD AND SEALANT

7' - 2"

4" STAMPED CONCRETE SLAB

1b A-4

9' -11 3/4"

1a A-4

7j A-4

10' - 0" M.O.

ALUMINUM STOREFRONT WINDOW SYSTEM

7g A-4

WEDGE INSERT BOLTED TO SHELF ANGLE 5 1/2" X 3" 1/4" ON 1/4" BEARING PAD WITH BACKER ROD AND SEALANT

9' - 11 1.2"

10' - 0" M.O.

14' - 0"

4" FACE BRICK 2" RIGID INSULATION 6" CMU

6' - 1/2"

1738

7h A-4

9' -11 1/2"

1' - 0" PARAPET WALL

10' - 0" M.O.

3' - 0"

T.O. WAFFLE SLAB 111'-4" 7k A-4

FLASHING AND WEEP HOLES @ 2' - 0" O.C.

12' - 0"

11' - 11 1/2"

1' - 0"

8' - 8"

12' - 0" M.O.

1' - 0"

4' - 8"

8c A-4

25' - 4"

HAUNCH

ALUMINUM TRANSOM HEAD ANCHORED TO SHEL ANGLE WITH 2" BOLT

2" ROUND STEEL HANDRAIL 3' - 0" FROM T.O. NOSING ANCHORED TO CAST-IN-PLACE CONCRETE WALL WITH BRACKETS & SCREWS WITH EXPANSION SHIELDS @ 4' - 0" O.C.

1' - 0"

A-4

3' - 6"

11' - 11 1/2"

CONSTRUCTION AND FASTENING

BUILDING DETAILS

9' - 0"

T.O. DOUBLE TEE 114"-0"

24R @ 7"= 14' - 0"

WINDOW JAMB ANCHORED WITH SCREW AND EXPANSION SHIELD

PRECAST DOUBLE TEE

12' - 0"

DOOR OPENING

4" STAINED CONCRETE

12' - 0"

DOOR JAMB

8a A-4 26' - 0"

SOILDER COURSE

CAST -IN-PLACE CONCRETE WALL

3' - 6"

SOILDER COURSE

8" CMU

SET NO.

VESTIBULE

12/10/15

5" POLISHED CONCRETE SLAB

4 5/8"

CAST-IN -PLACE CONCRETE WALL

T.O. DOUBLE TEE 125'-4"

REVISION & DATE

3" X 3" - 10 X 1/4"METAL NON-SLIP NOSING ANCHORED WITH WING NUT

BUR ON 2" INSILATED LIGHTWEIGHT TOOPING 4" RIGID INSULATION SLOPED TO DRAIN FOR ENLARGED STAIR DETAIL SEE DWG ?/A-4

IN.

2' - 8"

DATE

6' - 4"

SHEET TITLE

2' - 8"

PROJECT-NAME-LOCATION-OWNER: STUDENT: KEVIN VAZQUEZ INSTRUCTOR: NORM LACH CENTRAL ILLINOIS MASONARY DRAWN BY: CHECKED BY: NL JOB NO. : CHAMPAIGN, IL 61820 KCV LYNN VASQUEZ

2' - 0"

4" FACE BRICK ON 2" RIGID INSULATION 6" CMU

SHEET NO.

A-4 8 OF_____SHEETS

ISOLATED POCKET @ CONNECTION, FILL POCKET W/ ELASTOMERIC SEALANT

STUD WELD REBAR

DATE

Level 5 60' - 0"

BEARING PAD

Level 4 45' - 0"

SLAB TO BEAM COLUMN CONNECTION 1" = 1'-0"

Level 3 30' - 0"

SHEET TITLE

SET NO.

05/12/17

LIBRARY BUILDING SECTION/ELEVATION

REVISION & DATE

IN.

0' - 2 1/2"

ANCHOR BOLTS

Level 1 0' - 0" D

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

ANCHOR BOLT

NUT PL. WASHER

GROUT SOLID TO FOOTING

Level 5 64' - 0" STEEL SHIM PACK 2

BASE PLATE

COLUMN DETIAL 1" = 1'-0"

PRESIDENTIAL SUITE

THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

Level 4 48' - 0"

HOLLOW CORE

2" RIGID INSULATION

PRECAST CONCETE WALL

SLEEVE FILLED WITH GROUT AT 4'- 0" O.C. CONTINUOUS BEARING PAD

OBAMA FOUNDATION OFFICES

BACKER ROD AND SEALANT ISOLATION JOINT

Level 3 32' - 0"

6" POLISHED CONCRETE SLAB SLAB TO BEAM CONNECTION SEE DWG A-3/1

LIBRARY

VAPOR BARRIER 4" GRAVEL FILL

Level 2 16' - 0"

2" RIGID INSULATION

CONCRETE BEAM

COMMUNITY CENTER SERVICES

Level 1 0' - 0"

SHEET NO.

CONCRETE FOOTIN

WEST BUILDING SECTION 1/8" = 1'-0"

SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY ARC 452 DESIGN VI: INTERGRATION STUDIO NORM

0' - 9 1/2"

2' - 0"

Level 2 15' - 0"

0' - 9 1/2"

0' - 2 1/2"

PROJECT NAME-LOCATION-OWNER: STUDENT: KEVIN VAZQUEZ INSTRUCTOR: NORM LACH OBAMA CENTER JOB NO. : DRAWN BY: CHECKED BY: JACKSON PARK,IL KCV OBAMA FOUNDATION

2' - 0"

WALL FOOTING ISOMETRIC 1" = 1'-0"

A-2 8 OF_____SHEETS

5 A-2

33' - 11 "

05/12/17

24 '-

DATE

3' -

0" 4' -

IN.

- 8" 25'

SET NO.

REVISION & DATE

STAIR 3' 0"

12' -0

23' 26' 0

6' - 0

50 '-

3' - 0 "

163' - 4" " 3' - 0"

23' - 8"

14' - 0"

3' - 0" 6' - 0" 3' - 0"

2HR FIRE RATED CMU WALLS

43 '-

28' - 4" 10' - 0"

3' - 0"

" 0" 3' - 0 3' - 0" 6' -

8' - 0"

3' - 0"

0" 10' -

STAIR

" 3' - 0

49' - 0"

SHEET TITLE

49' 0"

OR AT EV EL

EV AT OR S

2HR FIRE RATED CMU WALLS 49'

4" 25' -

- 6"

118

- 8" 33'

20X20 PRECAST CONC. COLUMN

54' - 0"

33' -

20' - 0"

MAINTENACE

PROJECT NAME-LOCATION-OWNER: STUDENT: KEVIN VAZQUEZ INSTRUCTOR: NORM LACH OBAMA CENTER JOB NO. : DRAWN BY: CHECKED BY: JACKSON PARK,IL KCV OBAMA FOUNDATION

Library Lobby 45' - 10 "

34' -

144 32' - 5 "

35' - 5 "

144

149

13' - 0"

18' - 0"

48' - 5"

149 48' - 5"

147

A.H.U ROOM

COMMUNICATION ELECTRONICS ROOM 148

16' - 0"

Community Center Services

HEATING/COOLING & PLUMBING SHAFT

ELEVATORS

20X20 PRECAST CONC. COLUMN

48'

48' 5"

148 147

121

- 8" 41'

STAIR 4

S4 6 UP

A-1

8" 41' -

143

" -8

STAIR

42' - 8"

41' - 0"

1' - 0"

26' 8"

36' - 0"

MENS RESTROOMS

WOMENS RESTROOMS

50' - 0"

146

50' - 0"

14' 0"

50'

455

146

145 50' - 0"

143

- 0" 18'

0 3' -

27' - 0"

3' -

15' 15' 0"

7' - 0 "

3' - 0 "

50' 0"

20X20 PRECAST CONC. COLUMN

5' - 0"

3' - 0"

10' - 0 "

3' - 0"

8' - 0"

3' - 0"

8' - 0"

3' - 0"

12' - 0"

- 0" 12' 143

3' - 0 "

" -0 14'

2HR FIRE RATED CMU WALLS

8' - 0"

10' - 0"

9' - 0" 4' - 0"

50' 0"

27' - 0" 4' - 0"

2HR FIRE RATED CMU WALLS

SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY ARC 452 DESIGN VI: INTERGRATION STUDIO NORM

26'

41' 10"

OBAMA CENTER FIRST FLLOR PLAN

3' - 0" 4' - 0" 3' - 0" 4' - 0" 3' - 0" 4' - 0" 3' - 0" 4' - 0" 3' - 0" 4' - 0" 3' - 0"

10' - 0"

3' - 0"

12' - 0"

3' - 0"

7' - 0"

3' - 0"

8' - 0"

" 3' - 0

0" 10' -

- 0" 50'

- 0"

- 0" " 3' 0 ' " 5 3' - 0

0" 50' -

50' - 0"

250' - 0"

SHEET NO.

241' - 0"

A-3

OBAMA CENTER FIRST FLOOR 1" = 10'-0"

0 20

8 OF_____SHEETS

0' - 7"

STEEL CURTAIN WALL MEMBER FIELD WELD ANCHOR BOLT

T.O. HOLLOWCORE 16'-0"

8" CMU

PL 3/8"x6"x10" w/ 6x 1/2"4" STUD w/ANGLE 1/2"x4"6"

CLAMPING FOOT

0' - 6"

" -5

VERTICAL WEATHER STRIP

FIRESTOP

0' - 11"

12" HOLLOW CORE

DROPPED CEILING (ACUSTIC) ANCHORED TO HOLLOW CORE

LOCKING SCREW VERTICAL COVER CAP

PRESSURE PLATE

RUNNER CHANNELS @16" O.C. 5/8" GYP BOARD DROP CEILING SCREWED INTO FURRING STRIP

PL 3/8"x2"x6" w/ 2x RECTANGULAR STUDS

64' - 0"

0' - 7"

SGG FIRE RATED GLAZING

3" X 3" - 10 X 1/4" METAL NON-SLIP NOSING ANCHORED WITH WING NUT

IN.

12" HOLLOW CORE SLAB

7/8" METAL FURRING STRIPS @ 16" O.C. METAL EDGE TRIM

MULLION SECTION AT STEEL BEAM 3" = 1'-0"

BATT INSULATION

3/4" WOOD FLOOR FINISH 2" CONCRETE TOPPING

SGG FIRE RATED GLAZING METAL BACK PAN

0' - 6"

1' - 1"

LIBRARY CURTAIN WALL SEE DWG 5/HEAD DETAIL T.O. HOLLOWCORE 16'-0"

HEAD DETAIL

T.O. HOLLOWCORE 16'-0"

12" HOLLOW CORE WELD ANCHOR STEEL BEAM

3' - 10"

SGG FIRE RATED GLAZING

HAUNCH

MULLION ANCHOR TO STEAL BEAM DETAIL SEE DWG 2/A-1 MULLION SECTION AT STEEL BEAM

2 A-1

ANCHOR BOLTS LIBRARY CURTAIN WALL SEE DWG 4/A-1 MULLION DETAIL AT STEEL BEAM DROPPED CEILING ANCHORED TO HOLLOW CORE SLAB

ANCHOR ASSEMBLY

MULLION ANCHOR TO STEEL BEAM DETAIL SEE DWG 2/A-1

0' - 7"

DRIP EDGE

16' - 0"

STEEL CURTAIN WALL MEMBER

2 X 4 TREATED WOOD NAILER SHIMMED AND CALULKED INTO PLACE WINDOW HEAD ANCHORED WITH 3" SCREW INTO WOOD NAILER

STEEL CURTAIN WALL VERTICAL MEMBER

4" STAINED CONCRETE

ANCHORS

STEEL CURTAIN WALL MEMBER

HAUNCH

F.F SLAB 0'-0"

STEEL CURTAIN WALL VERTICAL MEMBER

LIBRARY CURTAIN WALL SEE DWG 5/SILL DETAIL

STEEL CURTAIN WALL MEMBER SETTING BLOCK HARDWOOD BLOCK SHIM FIRE STOP & SMOKE SEAL

2" ROUND STEEL HANDRAIL 3' - 0" FROM T.O. NOSING ANCHORED TO CAST-IN-PLACE CONCRETE WALL WITH BRACKETS & SCREWS WITH EXPANSION SHIELDS @ 4' - 0" O.C.

F.F SLAB

LOCKING SCREW COVER CAP FINISH SEALANT

FOR ISOMETRIC DETAIL OF CONNECTION SEE DWG 2/A-3 F.F SLAB 0'-0"

0'-0"

PRESSURE PLATE

ISOLATION JOINT

A/C DUCT

2" GRAY THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

3' - 0"

3' - 6"

8b A-4

TREATED WOOD NAILER

3' - 0"

8c A-4

SGG FIRE RATED GLAZING

4' - 0"

3' - 6"

4' - 0"

3/4" WOOD FLOOR FINISH 2" CONCRETE TOPPING 6" CONCRETE SLAB ON VAPOR BARRIER AND 4" GRAVEL

ALUMINUM STOOL

JAMB DETAIL

3' - 4"

FIRE STOP & SMOKE SEAL FINISH SEALANT FIRE RESISTANT LOOSE INSULATION

1/4" CONTINUOUS BEARING PAD WITH BACKER ROD AND CAULKING 3/4" WOOD FLOOR FINISH 2" CONCRETE TOPPING 6" CONCRETE SLAB ON VAPOR BARRIER AND 4" GRAVEL 0' - 4" 0' - 6" 0' - 2"

PRESSURE PLATE LOCKING SCREW COVER CAP

CAST -IN-PLACE CONCRETE WALL

ISOLATION JOINT

2" RIGID INSULATION

4' - 0"

3' - 6"

8a A-4

WINDOW HEAD ANCHORED WITH 3" SCREW INTO WOOD NAILER 2 X 4 TREATED WOOD NAILER SHIMMED AND CALULKED INTO PLACE

SGG FIRE RATED GLAZING

FOR HANDRAIL DETAILS SEE DWG ?/A-4

T.O. HOLLOWCORE 16'-0"

6' - 0" M.O.

VERTICAL MULLION DETAIL

FOR ENLARGED STAIR DETAIL SEE DWG ?/A-4

ALUMINUM FRAME FIXED WINDOW WITH INSULATED GLASS PANELS

8' - 0"

T.O. HOLLOW CORE 64'-0"

24R @ 7"= 14' - 0"

METAL EDGE TRIM

SGG FIRE RATED GLAZING

GRAVEL INSILATED LIGHTWEIGHT TOOPING 4" RIGID INSULATION SLOPED TO DRAIN 12" HOLLOW CORE

6' - 0"

7/8" METAL FURRING STRIPS @ 16" O.C.

DROPPED CEILING (ACUSTIC) ANCHORED TO HOLLOW CORE

7/8" METAL FURRING STRIPS @ 16" O.C.

LIBRARY CURTAIN WALL SEE DWG 5/VERTICAL MULLION DETAIL

SETTING BLOCK PRESSURE PLATE LOCKING SCREW COVER CAP

LIBRARY STAIR CONDITIONS 1 1/2" = 1'-0"

HAUNCH

PL 3/8"x2"x6" w/ 2x RECTANGULAR STUDS

4' - 2"

STEEL CURTAIN WALL VERTICAL MEMBER

16' - 0"

THICKENED SLAB SEE DWG 6a/ A-1

#4 REBAR @ 1' - 0" RUNNIG BOTH DIRECTIONS

MULLION DETAIL AT STEEL BEAM

0' - 5"

F.F SLAB 0'-0"

5/8" GYP BOARD DROP CEILING SCREWED INTO FURRING STRIP

16' - 0"

-5 0'

5" POLISHED CONCRETE SLAB

RUNNER CHANNELS @16" O.C.

PL 3/8"x6"x10" w/ 6x 1/2"4" STUD w/ANGLE 1/2"x4"6"

RUNNER CHANNELS @16" O.C.

DRAPERY POCKET SEE DETAIL DWG 1/A-6

3" X 3" - 10 X 1/4" METAL NON-SLIP NOSING ANCHORED WITH WING NUT

12" HOLLOWCORE FLOOR SLAB

STEEL FIREPROOFING: SPRAY

6' - 8"

0' - 6"

1' - 0" THIN BRICK INSULATED LOAD BEARING PRECAST CONCRETE PANEL

WALL SECTION DETAILS

VAPOUR CONTROL LAYER

ANCHOR

SCHOOL OF ARCHITECTURE SOUTHERN ILLINOIS UNIVERSITY ARC 452 DESIGN VI: INTERGRATION STUDIO NORM

PRESSURE PLATE LOCKING SCREW COVER CAP

SET NO.

ANCHOR ASSEMBLY

DATE

THERMAZONE INSULATION

CONT. GMS CHANNEL (W. DRIP EDGE)

LIGHT COLORED GRAVEL ON 3 LAYERS OF FELTS ADHERED TOGETHER WITH COALTAR ON 2" LIGHT WEIGHT TOPPING ON 6" RIGID INSULATION SLOPED TO DRAIN

SHEET TITLE

BATT FILL CAVITY INSULATION

T.O. HOLLOW CORE 64'-0"

PROJECT NAME-LOCATION-OWNER: STUDENT: KEVIN VAZQUEZ INSTRUCTOR: NORM LACH OBAMA CENTER JOB NO. : DRAWN BY: CHECKED BY: JACKSON PARK,IL KCV OBAMA FOUNDATION

T.O. DOUBLE TEE 125' - 4"

CANT STRIP

05/12/17

DRAINING GRAVEL BORDER MONARPLAN FIXING BAR / MECHANICAL FASTENERS DRAINAGE BOARD w/ FILTER FLEECE HOT AIR WELD

5" POLISHED CONCRETE SLAB

REVISION & DATE

STEEL BEAM

1' - 6"

CAST-IN -PLACE CONCRETE WALL

4 0' - 2"

3" X 3" - 10 X 1/4"METAL NON-SLIP NOSING ANCHORED WITH WING NUT

0' - 2"

METAL CAP FLASHING

2" RIGID INSULATION

THICKENED SLAB

SHEET NO.

8d A-4

0' - 6"

2' - 0"

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

LIBRARY CURTAIN WALL 3" = 1'-0"

1' - 0"

0' - 6"

2' - 0"

SILL DETAIL 6

1' - 0"

23T @ 11"= 10' - 0"

LIBRARY IST FLOOR TO GREEN ROOF 3/4" = 1'-0"

1' - 0" 2' - 0"

LIBRARY FULL BUILDING SECTION 3/4" = 1'-0"

0' - 6"

A-1 8 OF_____SHEETS