Michael Barkoviak Architectural Portfolio by Michael Barkoviak

MICHAEL BARKOVIAK

ARCHITECTURAL PORTFOLIO

CONTENTS

1. RESUME 2. ARMORY REDEVELOPMENT

1-2 3-12

3. BRYAN HALL

13-18

4. NOYES LABORATORY

19-26

5. RUSSELL APARTMENTS

27-32

6. MISSOURI STATE CAPITOL

33-38

7. NORMAL PUBLIC LIBRARY

39-46

8. INTERNATIONAL TOWER & HOTEL

47-56

In my eyes, architecture is all about the experience. We can create experience with the technology and materials we have today. Form and materials can invoke sentiments and instill emotion within people. It is important to investigate the clientâ&#x20AC;&#x2122;s previous experiences in order to design a space to develop the appropriate mood. We have the power as architects to design these spaces with materials, technology, and form in order to create truly inspiring buildings.

MICHAEL W. BARKOVIAK EDUCATION UNIVERSITY of ILLINOIS at URBANA-CHAMPAIGN • Masters of Architecture • M.S.C.E.E Construction Management • Bachelor of Science in Architecture

(Fall 2015) (Fall 2015) (Spring 2013)

US GREEN BUILDING COUNCIL

• LEED Accredited Professional Building Design + Construction

(Winter 2016)

EXPERIENCE TRIVERS ASSOCIATES • • • • •

Architectural Designer Produced and updated Revit project models for sets in all project phases Developed critical details with project architect in all project phases Explored materials to properly fit project cost and aeshetic requirements Worked with various complex project types and sizes Coordinated Construction Administration on two projects for a year

FACILITIES & SERVICES at the UNIVERSITY of ILLINOIS • • • • •

(May 2015- Oct 2017)

Facilities Information Resource Student Utility GPS to map and verify university sites and facilites Input descriptive data into databases and spreadsheets CAD drafting and 3d rendering Editing campus maps and floor plans Conduct fieldwork to verify facility management information

(Jan 2014- Dec 2015)

WORKBENCH LLC

(Summer 2014)

COLLEGE WORKS PAINTING

(Summer 2010)

Intern Architect • Regularly observed site and drafted field observation reports for site visits • Created As-Built drawings in Revit for owner • Worked alongside head architect on multiple projects

• • • •

General Manager Conducted custom estimates for clients Presented proposed work plan Personally interviewed and hired painters Generated over $30,000 in total sales

ARMORY REDEVELOPMENT ADAPTIVE REUSE AT HISTORIC BUILDING

PROJECT: Built in 1937, the Armory has a rich history from housing the 138th Missouri National Guard to a rock concert hall. Trivers endeavor was to continue this history by creating a new entertainment destination for St. Louis and to help revitilize midtown. This is complex site that requires strategic thinking and vision to make this project successful. My role included creating renderings, site diagrams, graphic plans, programming design, historic elevations, field verification and eventually a demolition pricing set. LOCATION: Midtown, St. Louis, MO

SOUTH EAST PHOTO

CWE

SLU SARAH BJC WASH U

CORTEX FOUNDRY GRAND

STADIUM

SSM

Diagrammatic Site Plan

E PLAN

R I VOne ERS of the toughest challenges for this project is access to the site. Much of the viability of the project depends on multiple means of travel

to the site. Above is a diagram that illustrates the possible methods to access the site. The purple lines indicate travel by car, the blue line indicates travel by the Metrolink, and the Orange lines indicate walking distance by 1/2 mile. The dashed circle indicates a half mile radius of a metro station. It is the combination of the dashed circles and walking paths that determine the possibility of arriving to the site in around 10 minutes. Our conclusion is that this site requires multiple means of transportation in order to be viable since no one type can completely supplement Armoryâ&#x20AC;&#x2122;s size.

Aerial Perspective Diagram ALTERNATE 1 - AERIAL VIEW

TRIVERS

FOUNDRY DEVELOPMENT PEDESTRIAN BRIDGE

I-64/40

SPRING AVE.

PHASE 1 ARMORY

500 PROSPECT

PHASE 2 PHASE 3

BERNARD ST. (VACATED)

PARKING AS DESIGNED: 817 Armory: 357 500 Prospect: 37 502 Prospect: 64 Hotel: 360

SCOTT AVE.

PHASE 1 SITE PLAN SCALE - 1:100

TRIVERS

100

HOTEL

GRAND BLVD.

PARKING GARAGE

PROSPECT AVE.

502 PROSPECT

PRIVATE STREET

PARKING REQUIREMENTS: 613 Armory: 283 500 Prospect: 100 502 Prospect: 80 Hotel: 150

PRIVATE STREET

GRAND METROLINK STATION

200

10.12.2016

SECO 02/02/2015

024100.02 1

1.1

024100.02

024100.05

BUILDING LOBBY 024100.04 (1,170 S.F.)

27'-2"

024100.14

B.1

024100.26

024100.14 11

024100.02 UP

PLAN LEGEND

SMALL

WALLS EXISTING TO REMAIN

024100.02

024100.04

29'-0"

C STOR. (3,120 S.F.)

A.1

STOR. (1,950 S.F.)

P UP

024100.02

120 PARKING SPOTS (52,800 UPS.F.)

024100.02

12'-10" 29'-0"

024100.10

STOR. (1,560 S.F.)

UP DN

BUILDING LOBBY (2,400 S.F.)

UP 024100.10

024100.02

UP 024100.02

024100.02

BUILDING LOBBY (1,400 S.F.)

KITCHEN (...S.F.)

UP UP

ARCADE (1,320 S.F.) LINEAR BAR & SEATING (1,970 S.F.)

STOR. (2,000 S.F.)

26'-0"

29'-0"

024100.13

STOR. (2,410 S.F.)

024100.02

(2x) PRIVATE ALLEYS (1,200 S.F.)

DINER (1,950 S.F.)

024100.02

B.1

024100.02

M (185)

024100.24

024100.04

024100.02

DEMO WALLS

HISTORIC BUILDING LOBBY W STOR (2,130 S.F.) (185) (150) 024100.13

024100.05

024100.24

3'-10"

024100.02

SMALL

024100.26

024100.04 (6x) BOWLING ALLEYS (3,470 S.F.)

024100.02 KAR. (240)

KAR. UP

M (320)

(240)

W SHOE (320) (180)

360 BAR & SEATING (3,780 S.F.)

VIEW CORRIDOR

024100.02

UP 024100.02

UP UP UP

A ALAMO THEATERS (37,050 S.F.)

024100.10

BUILDING LOBBY (1,400 S.F.)

PUNCH BOWL LOBBY (210 S.F.)

024100.02 024100.02 024100.02 DN

024100.02

ALAMO LOBBY (1,200 S.F.)

024100.02

024100.21

024100.21 29'-0"

LOADING DOCK (1,100 S.F.)

RETAIL/RESTAURANT (5,290 S.F.)

024100.26

BREWERY STORAGE (13,100 S.F.)

BASEMENT FLOOR PLAN 32'

Basement Plan

1'-0"

BASEMENT PLAN

1/16" = 1'-0"

16'

32'

1ST FLOOR PLAN

1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

TRIVERS

08.19.2016

UP 16'

0' 8' 024100.02

SCALE - 1:30

5 1

1.1

9 5

SMALL

PLAN LEGEND

SMALL

WALLS EXISTING TO REMAIN DEMO WALLS

B.1

OPEN TO BELOW

TENANT SPACE (8,300 S.F.)

024100.02

OPEN TO BELOW 024100.02

ALAMO THEATERS

12'-10"

024100.10

024100.02

UP DN

024100.02

BUILDING LOBBY (3,920 S.F.)

UP 024100.02 024100.02 RESTAURANT/

BUILDING LOBBY 024100.10 (3,920 S.F.)

SMALL

024100.21

SECOND FLOOR PLAN 0

Second Floor Plan 08.19.2016

2ND FLOOR PLAN 1/16" = 1'-0"

16'

SCALE: 1/16" = 1'-0"

32'

1ST FLOOR PLAN 1/16" = 1'-0"

THIRD FLOOR PLAN SCALE - 1:30

16'

SCALE: 1/16" = 1'-0"

32'

TRIVERS

THIRD FLOOR PLAN

TRIVERS 02/16/16

024100.02

PUNCHBOWL OUTDOOR (1,780 S.F.)

Third Floor Plan 08.19.2016 TRIVERS

024100.02 DN

024100.02 LOBBY (1,820 S.F.)

024100.10 OUTDOOR LOUNGE (2,320 S.F.)

024100.10

TENANT SPACE (17,460 S.F.) I

32'

TENANT SPACE (36,750 S.F.)

SCALE - 1:30 N

024100.02

UP 024100.02

RETAIL OUTDOOR (4,100 S.F.)

OND FLOOR PLAN

024100.02

IVERS

024100.21 TENANT SPACE (17,460 S.F.)

TR 1'-0"

16'

B.1

024100.02

32'

OPEN TO BELOW

BUILDING LOBBY (1,400 S.F.)

A.1

024100.02

ALAMO THEATERS

OPEN TO BELOW

SCALE: 1/16" = 1'-0"

26'-0"

16'

43,450 S.F.

OPEN TO BELOW

R PLAN

1.1

WALLS EXISTING TO REMAIN DEMO WALLS

29'-0"

TENANT SPACE BUILDING (8,300 S.F.) LOBBY (1,680 S.F.)

BUILDING TENANT LOBBYSPACE (11,220 S.F.) (1,680 S.F.)

024100.02

A.1

PLAN LEGEND

TENANT SPACE (11,220 S.F.)

08.19.2016

024100.21

TRIVERS

First Floor Plan

TRIVERS

EMENT DEMO PLAN

32' FLOOR PLAN FIRST

SCALE: 1/16" = 1'-0"

29'-0"

SCALE - 1:30

ALAMO SUPPORT (8,250 S.F.)

LOADING DOCK (1,000 S.F.)

P 16'

BUILDING LOBBY 024100.10 (5,560 S.F.)

.26

A.1

B.1

TENANT SPACE TENANT SPACE

TENANT SPACE

ALAMO THEATERS

PUNCH BOWL

SCALE - 1:30

1/16" = 1'-0"

1.1

2ND FLOOR 30'-0"

RETAIL/ RESTAURANT

1ST FLOOR 15'-0"

BREWERY STORAGE

PARKING

TRANSVERSE SECTION Section 3B-B Transverse Section 1

ROOF 43'-8"

BASEMENT 0"

TENANT SPACE

ROOF 43'-8"

ALAMO THEATERS

BUILDING LOBBY

2ND FLOOR 30'-0"

1ST FLOOR 15'-0"

PARKING BASEMENT 0"

ion 4 1'-0"

LONGITUDINAL SECTION Longitudinal SectionA-A SCALE - 1:30

CEPTUAL SECTIONS

SECTION

IVERS

08.19.2016

1.1

MAX HEIGHT 99'-6"

ROOF 43'-8" 2ND FLOOR 30'-0"

1ST FLOOR 15'-0" GROUND PLANE 7'-6"

NORTH ELEVATION 1 North Elevation

1/16" = 1'-0"

1.1

16'

32'

SCALE: 1/16" = 1'-0"

MAX HEIGHT 99'-6"

ROOF 43'-8" 2ND FLOOR 30'-0"

1ST FLOOR 15'-0" GROUND PLANE 7'-6"

SOUTH ELEVATION

South Elevation

TRIVERS

1/16" = 1'-0"

16'

SCALE: 1/16" = 1'-0"

32'

024100.05

4100.14

024100.24

024100.02 1

1.1

42'-4"

024100.04

29'-0"

024100.26

29'-0"

024100.02

024100.04

UP 9

8 024100.02

29'-0"

024100.02

29'-0"

024100.02

12'-4"

29'-0"

30'-0"

13 12'-4"

3'-10"

024100.02

024100.10 024100.04 UP

17'-11"

A.1

13'-6"

024100.25

024100.02

27'-2"

024100.14

024100.03

024100.24

024100.02 024100.04

024100.02 UP

024100.05

B.1

024100.02

024100.26

024100.02

024100.04

024100.02 024100.02

3'-10"

27'-8"

19'-0"

024100.13

29'-0"

024100.02

024100.13

024100.02 UP

024100.02

024100.21

29'-0"

024100.02

UP E

024100.02

29'-0"

024100.02

024100.26

024100.21

F UP

29'-0"

024100.02

024100.02 UP

29'-0"

024100.02

UP 024100.02 UP

26'-0"

024100.10

024100.02

DN 12'-10"

024100.10

024100.21

Demolition Plan - First Floor 0'

024100.02

024100.10

024100.21

1/16" = 1'-0"

1ST FLOOR PLAN

024100.10

024100.02

32'

024100.02

16'

SCALE: 1/16" = 1'-0"

32'

024100.02

AERIAL RENDER*

BRYAN HALL

CONSTRUCTION ADMINISTRATION

PROJECT: This was a project designed by Ayers Saint Gross Architects in Baltimore as a renovation lab project for Washington University St. Louis. Trivers Associates was charged with Construction Administration for the building, plaza, and bridge component of this project. Throughout this project I was tasked with maintaining the revit model by inputing design updates, RFIs, and ASI responses. I helped answer and organize the submittals and conducted field reports to document construction projects. Additionally, I went to Owner, Contractor and Architect meetings to help answer infield questions with my Project Architect. Trivers also took part in a facade restoration of Cupples II, once a connector bridge was demolished. I created an Enlarged elevation and details to ensure the stone the facade was historically accurate from the outside. LOCATION: Washington University, St. Louis, MO

*Co-Authored Drawing ASG

AERIAL RENDER*

BACK OF CURTAIN WALL SHOWN DASHED; RE: GLAZING SHOP DRAWINGS

ALIGN CONC KNEE WALL @ DOOR TO EDGE OF STAIR S1 SLAB

CONC KNEEWALL EDGE OF STAIR S1 SLAB EAST EDGE OF PT SLAB BACK OF CURTAIN WALL ALIGNED TO FACE OF CONC KNEEWALL

KNEE WALL @ STAIR LANDING; ALIGN OUTSIDE FACE WITH KNEE WALL TO SOUTH

EXIST STEEL COLUMN

EXIST CONC COLUMN

CONC KNEEWALL EDGE OF EXISTING BUILDING SLAB

SOUTH EDGE OF PT SLAB

EXIST PLAZA SLAB

A A.0

B.7

D E

4 ASK-02 - RFI - 226

1 ASK-02 - RFI - 226

2 ASK-02 - RFI - 226

3 ASK-02 - RFI - 226

ENLARGED PLAN @ NW CORNER 1/2" = 1'-0"

1' - 7"

11.9 12

3 A5.01

EDGE OF S1 STAIR SLAB ALIGN MTL STUD EDGE W/ EXISTING BUILDING SLAB

KNEE WALL LOCATION @ CW

Drawing Title Sketch No. ASK-01 - RFI - 226

BACK OF CURTAIN WALL ALIGNED TO FACE OF CONC KNEEWALL

Ayers/Saint/Gross 2016

Date

12/22/2016

Scale

1/2" = 1'-0"

Proj. Name BRYAN HALL RENOVATION TRIVERS

4' - 6" 6' - 11" +/-

10" +/-

2' - 2 1/2"

PRE-FORMED COMPRESSIBLE JT (SLOPE W/ TOPPING SLAB)

FACE OF CAST STONE 7 1/2" CW SYSTEM 11"

2" TOPPING SLAB (ELEV VARIES)

B.O. CW

STAIR LANDING 534' - 8" HOLD EDGE OF TOPPING SLAB 2" BACK FROM PT SLAB EDGE 12" POST TENSION SLAB

6" CONC

12" POST TENSION SLAB (ELEV VARIES)

2' - 2 1/2"

6"x4"x3/8" STEEL ANGLE; SLOPE TO MATCH SLOPE OF PT SLAB; HOLD 1" ABV TOP OF PT SLAB; CUT VERTICAL LEG AS REQUIRED

7 1/2" CW SYSTEM

11"

6"x4"x3/8" STEEL ANGLE; SLOPE TO MATCH SLOPE OF PT SLAB; HOLD 1" ABV TOP OF PT SLAB; CUT VERTICAL LEG AS REQUIRED

2' - 2" TO EDGE OF PT SLAB

DETAIL @ CW 1" = 1'-0" PRE-FORMED COMPRESSIBLE JT (SLOPE W/ TOPPING SLAB)

1' - 0 3/4"

5 ASK-02 - RFI - 226

11"

B.O. CW

STAIR LANDING 534' - 8" 8"

8" CONC

CONC

4" TOPPING SLAB

LEVEL 2 533' - 4"

EXIST PLAZA SLAB

FLUID APPLIED WATERPROOFING MARRY W/ FLASHING MEMBRANE @ PT SLAB 2' - 0"

2' - 2 1/2"

7 1/2" CW SYSTEM 8"

FACE OF CAST STONE

HOLD EDGE OF TOPPING SLAB 2" BACK FROM PT SLAB EDGE

CONC KNEEWALL BEYOND

FLUID APPLIED WATERPROOFING, TO MARRY W/ ELEVATED SLAB WATERPROOFING MEMBRANE

1" FROM EXIST BUILDING

6"x4"x3/8" STEEL ANGLE.

3 1/2"

SILICONE SEALANT @ EXISTING 1/2" EJ BETWEEN STRUCTURAL SLAB AND BUILDING

DETAIL @ CW FROM NEAR COL B TO SOUTH EDGE OF PT SLAB 1" = 1'-0"

DETAIL @ CW FROM SOUTH EDGE OF PT SLAB TO RAINSCREEN 1" = 1'-0"

EPOXY TERRAZZO

STAIR LANDING 534' - 8" 1"

534'-8" FINISH 534'-7 5/8" T.O.C. 5"x3"x3/8" STEEL ANGLE W/ 3/4" DIA. EXP ANCHORS @ 12" O.C.

LEVEL 2 533' - 4" DETAIL @ CW DOOR 1" = 1'-0" TRIVERS

5 Proj. Name BRYAN HALL RENOVATION

Sketch No. ASK-02 - RFI - 226 Ayers/Saint/Gross 2016

11.9 STONE TO MATCH TOPPING SLAB SLOPE

LEVEL 2 533' - 4"

FLUID APPLIED WATERPROOFING MARRY W/ FLASHING MEMBRANE @ PT SLAB

DIM OF FACE OF CAST STONE

STAIR LANDING 534' - 8"

LEVEL 2 533' - 4"

11.9

ALIGN

2" TOPPING SLAB

STONE TO MATCH PT SLAB SLOPE. 1-1/2" FROM PT SLAB

ALIGN

PRE-FORMED COMPRESSIBLE JT (SLOPE W/ TOPPING SLAB)

11.9

1' - 4"

STONE TO MATCH PT SLAB SLOPE. 1-1/2" FROM PT SLAB

ENLARGED DETAIL @ CW DOOR 3" = 1'-0" Date

12/22/2016

Scale

As indicated

Drawing Title

KNEE WALL SECTIONS @ CW

RESTORATION ACTIVITY

REPLACE WOOD BASEBOARD TO MATCH EXISTING RE: 7/A5.14

REPLACE PARTITION DISTURBED BY WINDOW INSTALLATION

INFILL CAVITY WITH UNFACED FIBERGLASS BATT INSULATION

Enlarged Plan - Main Entry @ Existing Window

ENLARGED PLAN - MAIN ENTRY @ EXISTING WINDOW 1" = 1'-0"

Profile Tool

REPOINT GRANITE WITH MORTAR OF COLOR AND STRIKE TO MATCH THAT OF ADJACENT ORIGINAL STONE

Field Measurement

Cupples II Infill Elevation - Lower

REPLACE STONE BAND RE: 16/A5.14

REMOVE GRANITE; PROVIDE QUOINS LINTEL AND SILL TO MATCH OPENING AT EAST GABLE, THIS BUILDING DEDUCT ALTERNATE: NO GRANITE DEMOLITION; NO NEW WINDOW. RE-POINT EXISTING GRANITE INFILL AS NOTED ABOVE REMOVE EXISTING FLASHING

RE-POINT GRANITE AT GABLE WITH MORTAR OF COLOR AND STRIKE TO MATCH ADJACENT ORIGINAL STONE

B NEW SPANDREL WINDOW; FRAMES TO MATCH EXISTING

Existing Bridge Connector

NEW STONE TO MATCH EXISTING

NEW STONE BAND TO MATCH EXISTING

NEW STONE TO MATCH EXISTING RE: 13/A5.14

SPANDREL GLASS COLOR T.B.D. THERMALLY BROKEN ALUMINUM FRAME; PROFILE TO MATCH EXISTING WINDOWS

1 A5.14

G K

NEW SPANDREL WINDOWS; FRAMES TO MATCH EXISTING

I. TRACERY WINDOW

II. GABLE WINDOW

EXISTING WINDOWS TO REMAIN; PROTECT AGAINST DAMAGE DURING FACADE RESTORATION ACTIVITY

Cupples II Infill Elevation - Upper4

Enlarged Sections @ Windows

ENLARGED SECTIONS @ WINDOW HEADS AND SILLS 1" = 1'-0"

NOYES LABORATORY PARTIAL BUILDING RENOVATION

PROJECT: Noyes Laboratory has served the Department of Chemistry at the University of Illinois since 1902. Our goal was to update numerous classrooms and restrooms and to provide a new central HVAC system to the western wing of the building. Creating an environment conducive to student learning was critical to our design. We achieved this by working closely with numerous university departments. Updated finishes, new windows, lighting controls, comfortable seating layouts, and new A/V systems were among many pieces that create a comfortable space students and teachers. In this project, I produced enlarged plans, window details, perspectives, interior elevations, and maintained the overall revit model through design and construction. LOCATION: University of Illinois, Urbana, IL

*Co-Authored Drawing

WEST BUILDING PHOTO

JUNCTION BOX TO EXIST CABLE TRAY

6'-0"

12.01

FUTURE 70" DIGITAL MONITOR BY OWNER, N.I.C.

1G NETWORK JACK

3 North 3/8" = 1'-0" Elevation Room 209

10.11

9.10

3/8" = 1'-0"

4'-0"

Room 209 South Elevation 2

2'-0"

26.09

10.11

ROOM 209 SOUTH ELEVATION

A-300

R.O.

TYPE B

1 2G DEVICE BOX AV 2 CABLE PASS THRU AV 3 INPUT PLATE EXISTING OUTLETS TO REMAIN.

ROOM 209 NORTH ELEVATION

TYPE B

26.09

9.09

1'-6"

2'-6"

10.11

3'-0"

26.09

4'-0"

4'-6"

5'-5"

TYPE B

4'-0"

2'-0"

3'-0"

~ 2'-0"

11'-0"

FUTURE WALL MT BRACKET BY OWNER, N.I.C. ALIGN

QUAD POWER AV 1 CONTROL, ADJACENT TO MONITOR

3'-8"

BLOCKING AS REQUIRED.

2'-3"

R.O.

4'-0"

10.11

10.11 10.11

10.11

A-501 11

10 1'-11" 12 P2

1'-0 7/8"

A-410

10.11

CLASS RM 209

2'-0"

R.O. 12.08

A-410 4

10.11

CLASS RM

203

A-410

12.08

204

12.08

10.11

5 A-500

1'-6"

SIM.

9.05

10.11

3 5/8"

A-501

10.11

10.11 P1

R.O.

2'-8 7/8"

9.05

10.11

9.05

2'-6"

R.O.

ENLARGED PLAN - CLASSROOMS @ LEVEL 2 1/4" = 1'-0"

Enlarged Plan - Classrooms @ Level 2

SCALE: 1/4" = 1'-0"

TYP

7 A-602

1'-0"

A-602

2 VET-1 VET-2

VET-2 VET-1

2 A-301

VET-1 VET-2

A-602

9'-0"+/-

2 A-301

SIM.

VET-2 ETR

1 A-301

22'-2 1/2"+/-

1'-0"

A-301 DN

1'-0"

TYP

A-602

ENLARGED PLAN - STAIR 4 @ LEVEL 3

Enlarged Plan - Stair 4 @ Level 3

1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

TYP

1'-0"

VET-2 ETR

A-602

VET-1 VET-2

A-301

VET-1 VET-2

9'-0"+/-

2 VET-2 VET-1

A-301

23'-0"+/-

1'-0"

NEW LIGHT FIXTURE; RE: RCP

1'-0"

2'-10"

TYP

5 8'

2 7/16"

A-602

ENLARGED PLAN - STAIR 4 @ LEVEL 2

Enlarged Plan - Stair 4 @ Level 2

1/4" = 1'-0"

A-301

ETR VET-2

1'-0"

04 - ATTIC LEVEL 142'-4"

VET-2 ETR

5'-0 3/4"

8'-4 11/16"

1'-0 1/2"

PROVIDE HANDRAIL AND ANCHORS TO MATCH (E)

SCALE: 1/4" = 1'-0"

(E) ELEC. PANEL & CONDUIT TO REMAIN. RE: ELEC.

3'-0"

C383 NEW LIGHT FIXTURE; RE: RCP 7

03 - LEVEL 128'-6"

TYP

1'-0"

A-602

VET-1 VET-2

(E) PENETRATION TO REM 2

(E) DISPLAY CASE TO REMAIN

A-301

NEW LIGHT FIXTURE; RE: RCP

9'-0"+/-

A-301

VET-2 ETR

1 A-301

NEW LIGHT FIXTURE; RE: RCP

ETR VET-2

10'-5 5/16"

23'-0 1/2"+/-

1'-0"

A-301

(E) ELEC. PANEL & CONDUIT TO REMAIN. RE: ELEC.

218

1'-0"

02 - LEVEL 114'-2"

TYP

A-602

ENLARGED PLAN - STAIR 4 @ LEVEL 1 1/4" = 1'-0"

Enlarged Plan - Stair 4 @ Level 1

(E) PENETRATION TO REMAIN

NEW LIGHT FIXTURE; RE: RCP

SCALE: 1/4" = 1'-0"

10'-5 5/16"

NEW LIGHT FIXTURE; RE: RCP

(E) ELEC. PANEL & CONDUIT TO REMAIN. RE: ELEC.

A-602

1'-0"

VET-2 ETR

170

110C

1'-0"

01 - LEVEL 100'-0"

UP VET-1 VET-2

VET-2 VET-1

1'-0"

9'-0"

2 A-301

20'-2"

1'-0"

1 A-301

00 - ENTRY 95'-1"

TYP

C78

ETR VET-2

1'-0"

A-602

Level B 90'-2"

C78 8'

Enlarged Plan - Stair 4 @ Level B

ENLARGED PLAN - STAIR 4 LEVEL B 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

Enlarged Section - Stair 4 East 1

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

TYP

B2 89'-2 9/16" 0'

SCALE: 1/4" = 1'-0"

2'-7 1/4"

22.04

302A

10.04

1'-8"

9.01

22.01

10.02

22.01

10.06

A-500 10.14

10.10

1'-3"

10.13

10.04

10.04 8

10.16 1

10.07 TYP.

WOMEN 302

Restrooms Enlarged Plan - Level 3

RESTROOM DEMO PLAN - LEVEL 3

10.09

26.01

N 2'

SCALE: 3/8" = 1'-0"

26.01

4' 2' 0'

2'-6" PTD. GYP BD.

SCALE: 1/4" = 1'-0"

10.01

A-301

10.05

3/8" = 1'-0"

10.01 A-301

10.01

LEVEL 3 - ENLARGED PLAN - WOMEN'S AND MEN'S RESTROOM

3/8" = 1'-0"

SCALE: 1/4" = 1'-0"

302

A-413

10.03 1

4.01

22.01

10.03 10.16

RE-ROUTE EXISTING DE IONIZED WATER LINE AROUND OPENING OF DOOR AT 2ND FLOOR. RECONNECT TO EXISTING LINE ABOVE AND BELOW RESTROOM 302.

Restroom Demo Plan - Level 3 26.01

5'-1 5/8"

22.02

5'-0"

A-602

3'-2"

3'-4"

10.03 10.06

26.02

10.02

TYP

22.03

9.04

22.04 1'-4"

4.01

22.01

10.06

3'-3"

3'-0"

22.01

10.02

2'-11 1/4"

23.01

22.03

3'-6 1/4"

9.01

302

10.01

10.04

1'-3"

16'-4"

WOMEN

3'-8 1/4"

6'-1 1/2"

22.04

2'-6"

9.01

1'-8"

10.05

4 10.01

5'-0"

1'-3"

4.01 1'-7 3/4"

8.04

8 1/2"

3'-4"

7'-4 1/4"

8.04

9.03

9.04

A-602

10.09

A-413

3'-8 11/16"

9.01

302A

10.14

TYP

5'-1 5/8"

MEN

10.13

10.05

4.01

2'-1 1/4"

3'-8" GRAB BAR

1'-9"

6'-5" +/-

26.01

10'-6"

11'-0"

1'-0"

VET-2 ETR

3'-6"

TYP

10.02

8.02

9.05 10.04

9.01

22'-2 1/2"+/-

INTERIOR RESTROOM ELEVATION - RM 202

10 3/8" = 1'-0" Int. Restroom Elev. - South

9.05

A-602

TYP

1'-5" 22.02

22.02

A-602

8.02

1'-0"

22.01

9'-0"+/-

10.04

1'-0"

A-602

TYP

1'-7"

VET-1 VET-2

8'-0"

11'-0"

2'-0" UP

2'-0"

9.05

10.08

10.14

9.05 26.10

9.05

INTERIOR RESTROOM ELEVATION - RM 202 INTERIOR INTERIOR RESTROOM RESTROOM ELEVATION ELEVATION 302A - RM 302A INTERIOR INTERIOR RESTROOM RESTROOM ELEVATION ELEVATION - RM 302A - RM 302A INTERIOR RESTROOM - RM 202 16- RM 4 3/8" = 1'-0" 4ELEVATION 5 3/8" = 1'-0" 5 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0"

Int. Restroom Elev. - East

Int. Restroom Elev. - West

1'-0"

WINDOW NOTES NOTE #

ITEM DESCRIPTION

PROVIDE CUSTOM ALUM BRICK MOLD TO MATCH EXISTG WD PROFILE.

EXIST WD WEIGHT POCKET AND WEIGHTS TO REMAIN. PAINT OR STAIN AND VARNISH EXPOSED INTERIOR SURFACES TO MATCH EXISTG.

PROVIDE NEW ALUM CLAD WD WINDOW WHERE INDICATED ON BLD. PLANS

FILL WEIGHT POCKET CAVITY WITH SPRAY INSULATION.

EXIST MASONRY WALL TO REMAIN.

REINSTALL SALVAGED WINDOW STOOL AND APRON TRIM TO REMAIN, U.N.O. SEE WINDOW SCHEDULE FOR FINISH WORK AT STOOL.

W18

BOTTOM SASH LUG TO BE CONTINUOUS EXTENSION OF STILE.

UPPER SASH LUGS TO BE ATTACHED W/ CLEATS

W10

EXIST WD FRAME TO REMAIN. PAINT OR STAIN AND VARNISH EXPOSED INTERIOR SURFACES TO MATCH EXISTG.

W10

PROVIDE STAINED OAK TRIM TO MATCH WINDOW.

W11

EXIST STONE SILL TO REMAIN

W12

EXIST STEEL LINTEL TO REMAIN.

W13

PROVIDE BACKER ROD & SEALANT

W14

EXIST WD TRIM. PAINT OR STAIN AND VARNISH EXPOSED INTERIOR SURFACES TO MATCH EXISTG.

W15

PATCH & PAINT GYP BD AT JAMB PER FINISH SCHEDULE.

W16

WINDOW SHADE. ALIGN EDGE OF SHADE WITH FLARED EDGE OF WINDOW OPENING. RE: SPEC.

W17

PROVIDE LOW RISE FOAM SEALANT

W18

NEW BLIND STOP

W19

NEW PARTING STOP

W20

NEW INTERIOR STOP

W20 W3

W19

W17 W18 W1 W11 W13

Section Detail - Typ. Jamb

W13

W17

MIN

W14

1/2"

W10 W3

SECTION DETAIL - TYP. HEAD 3 Section Detail - Typ. Head 3" = 1'-0"

SECTIONDetail DETAIL - TYP.-MEETING Section Typ.RAIL Meeting Rail 7 3" = 1'-0"

RE: PLANS

V.I.F. MATCH EXIST. EXISTING TO REMAIN

WINDOW TYPE ENLARGED ELEVATIONS

9 Window Types

RE: WINDOW SCHEDULE FOR QUANTITY

V.I.F.

MATCH EXISTING

MATCH EXIST

V.I.F.

W3 V.I.F.

V.I.F.

MATCH EXISTING

V.I.F.

MATCH EXIST.

W11

SECTION DETAIL - TYP. SILL 8 Section Detail - Typ. Sill 3" = 1'-0"

VET-1 VET-2

1'-0"

VET-2 ETR

VET-1 VET-2

1'-0"

VET-2 ETR DN

10'-10"

4' SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

A-301

EQ EQ

FB-2

11.01

ENLARGED RCP - LECTURE 217 1/4" = 1'-0"

1/4" = 1'-0"

FB-2

1'-5"F.O. FIXED SEAT

FB-3

FB-2

FB-3

RETRACTABLE TABLET ARM, TYP.

FB-3

ENLARGED FURNITURE PLAN - LECTURE 217

FB-3

FB-2

EQ EQ EQ

EQ EQ

8'-7 13/16" EQ.

FB-2

FB-3

2'-9 1/8"

12.01

FB-2

FB-3

10'-10"

217

11'-7"

10'-10"

FB-2

LECTURE HALL

2'-4 7/8"

A-500

FB-2

FB-3

A-602

FB-2

3 2'-9 1/8"

A-500

FB-3

5" 2'-4 7/8"

FB-3

217A

A-414

ACCESSIBLE SEAT

FB-2

ACCESSIBLE SEAT

3'-11" 19'-0"

217

10.01

12.04

ALIGN

TILE

FULL

A-500

26.01

ALIGN

12.02

LECTURE HALL

4'-0" 5'-0"

26.03

2'-0"

10'-10"

217A

STOR.

4'-0" 11'-0"

4'-0"

7'-5" 7'-7"

4'-0" EQ

1'-0"

C284

C280

4'-2"

3'-0"

CORRIDOR

10'-8"

4'-0"

C284

CORR.

12.07

CORR.

A-414

12.03

12.07

+/- 5'-0" 2'-0" 6'-0" 3'-4 1/8"

SCALE: 1/4" = 1'-0"

Enlarged Reflected Ceiling Plan

EQ 9 FULL TILES EQ

A-602

4'-0"

9.08

2'-1"

3/8" = 1'-0"

8'-0"

South Interior Elevation INTERIOR CLASSROOM ELEVATION - RM 217 SOUTH

12.09

4'-0"

5 9.11

12.09

1'-6"

9.11

EXIST. WDW.

1'-6"

EXIST. WDW.

A-500

8'-0"

East Interior Elevation Enlarged Plan

8'-0"

Enlarged Demolition Plan 26.02

EXIST. WDW.

12.02 9.11

12.09

DOOR

5 A-500

Lecture Hall Perspective

Existing Conditions

RUSSELL APARTMENTS MULTIFAMILY HOUSING

PROJECT: This neighborhood project was a complex one. Our objective was to create a new building that would contextually fit within the Soulard neighborhood. This challenge involved much investigation of the surrounding area to ensure a building would fit correctly into this location. My role included this site investigation and to help create a package to present the Soulard Restoration Group to ensure neighborhood support for the project before proceeding. I also helped during various other points during design including details, stair design, plans, and elevations. LOCATION: Soulard, St. Louis, MO

*Co-Authored Drawing

NORTH PERSPECTIVE*

Site Massing

Elevation Massing

Contextual Study

Building Massing

FITNESS

1 BED 119 746 SF

1 BED 123 747 SF

1 BED 121 747 SF

1 BED 127 747 SF

1 BED 125 747 SF

1 BED 129 747 SF

RUSSELL BLVD.

1 BED 113 644 SF 2'-0"

1 BED 114 632 SF

1 BED 119 746 SF

1 BED 121 747 SF

2 BED 111 1,019 SF

1 BED 123 747 SF

1 BED 125 747 SF

1 BED 109 640 SF

1 BED 118 632 SF

1 BED 109 640 SF

OFFICE

1 BED 120 632 SF

1 BED 122 632 SF

1 BED 124 632 SF

EFFICIENCY

COURTYARD

1 BED 110 640 SF

OFFICE

1 BED

1 BED 107 640 SF

1BED

COURTYARD 108

1 BED

641 SF

1 BED 14

2 BED 105 1,018 SF

2 BED 106 1,019 SF

85.5'

ALLEY 2 BED 105 1,018 SF

2 BED 106 1,019 SF

1 BED 103 640 SF 1 BED 103 640 SF

2 BED 101 986 SF

16'

32'

First Floor Plan* LOOR PLAN SCALE

0' 4'

16'

32'

1 BED 104 641 SF

2 BED 102 983 SF

14 85.5'

241'-10"

1BED 108 641 SF

1 BED

1 BED 107 640 SF

DESK

MAIL

1 BED 112 639 SF

1 BED 110 640 SF

1 BED 124 632 SF

241'-10"

2 BED 111 1,019 SF

1 BED 116 632 SF

FIREPLACE

1 BED 129 747 SF

1 BED 112 639 SF

1 BED 113 644 SF 1 BED 114 632 SF

1 BED 127 747 SF

1 BED 122 632 SF

1 BED 120 632 SF

S. 13th ST.

FITNESS

1 BED 118 632 SF

1 BED 116 632 SF

2 BED 101 986 SF

2 BED 102 983 SF

North Elevation*

West Perspective*

MISSOURI STATE CAPITOL STONE RESTORATION & WATERPROOFING

PROJECT: The scope for this building is a combination of significant stone restoration with waterproofing. The design was a joint effort between Trivers and Wiss Janney Elsner, a Chicago base stone restoration expert. Our main responsibilites were to waterproof the terrace and walkway approaches leading to the building. We were also the prime design contract so we also coordinated with the rest of the design to team to ensure a successful project. My role included creating plans, enlarged elevations, stone paver layouts, and waterproofing details. The biggest endeavor was coordinating our drawings with WJE to ensure a seamless, cohesive drawing set to the client. The most significant coordination items included repair codes, details, and keynotes. LOCATION: Jefferson City, MO

WEST BUILDING PHOTO

2'-8"

R 71'-7 3/8" 4'-8"

NORTH TERRACE LOWER STAIR

3'-1 1/4"

? B1

A-236N ?

2'-8"

R 79'-8 7/8"

2'-8"

NORTH APPROACH

1/4" = 1'-0"

C D

1/4" = 1'-0"

NORTH TERRACE

'-7 13

4" 3/ 21 21

J EJ

C1 A-401

12'-9" V.I.F.

C1 A-401

B5 A-401

2'-8 1/2"

" 10 EJ

STAIR LANDING

G H

2'-8 1/2"

'88

3/ 4"

V.I.F.

2'-8 1/2"

V.I.F.

13 '-7

44'-9 3/4"

V.I.F.

13'-5" +/-

V.I.F.

C5 C5 16

40'-0" +/-

V.I.F.

'-1 0

11'-6" +/-

V.I.F.

. SIM

RADIAL CUT PAVERS @ RADIAL CUT PAVERS @ NORTH TERRACE NORTH TERRACE TYP

3'-1 1/4"

H+

R 66'-2 3/8"

2'-8"

R 66'-2 3/8"

R 68'-10 7/8"

4'-8"

H+

4'-8"

R1 1'-9 "

F R 71'-7 3/8"

TYP

NORTH TERRACE UPPER STAIR

5'-0 3/8"

R 65'-9 1/8"

4'-8"

R 77'-0 3/8"

4'-8"

R 68'-10 7/8"

R 79'-8 7/8"

R 82'-5 3/8"

R 74'-3 7/8"

5'-0 3/8"

" 1'-9 R1

2'-11" +/V.I.F.

5'-2 5/8"

4'-10 1/4" 2'-8"

1/4" = 1'-0"

A-236N ?

A-553

2'-8"

A-236N ?

NORTH TERRACE LOWER LANDING EAST

R 71'-7 3/8"

D5 ?

2'-8"

D3 ?

C3 ?

5'-7 1/8"

2'-8"

5'-2 5/8"

2'-8"

5'-4 7/8"

R 77'-0 3/8" 4'-10 1/4"

B5 B5

19'-6 1/2" +/-

A-236N ?

R 82'-5 3/8"

R 85'-1 7/8"

5'-4 7/8"

DTL @ RADIAL DTL @ PAVERS RADIAL PAVERS

23'-5 1/2" +/-

D1 ?

5'-7 1/8"

1/4" = 1'-0"

C1 ?

5'-9 3/8" NORTH PLAZA MIDDLE LANDING

2'-8"

RADIAL CUT STONE PAVER. REF C5/A-011 & A1/A-011 FOR SIZE AND LOCATION.

R 85'-1 7/8"

RADIAL CUT STONE PAVER. REF C5/A-011 & A1/A-011 FOR SIZE AND LOCATION.

5'-9 3/8"

A5 ?

A-236N ?

5'-11 1/2"

C5 ?

A4 ?

16 B5 ?

5'-11 1/2"

1/2" JOINT TYP. CENTER JOINT ON RADIAL CUT STONE PAVER BELOW.

A-236N ? UP

A-236N ?

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

1/2" JOINT TYP. CENTER JOINT ON RADIAL CUT STONE PAVER BELOW.

B2 A-403

B4 ?

B2 ?

2'-8"

NORTH TERRACE LOWER LANDING WEST

C5 C5

B3 ?

RADIAL CUT PAVERS RADIAL CUT PAVERS @@ NORTH TERRACE NORTH TERRACE

EDGE STONE TYP.

? A1

A-236N ?

EDGE STONE TYP.

A-236N ?

R 65'-9 1/8"

2'-8"

3'-1 1/4"

2'-8"

R 65'-9 1/8"

2'-8"

R 65'-9 1/8"

R 66'-2 3/8"

H+H+

R 66'-2 3/8"

2'-8"

H H

R 68'-10 7/8"

2'-8"

G G

3'-1 1/4"

4'-8"

2'-8"

4'-8"

2'-8"

4'-8"

R 71'-7 3/8"

R 74'-3 7/8"

R 77'-0 3/8"

4'-10 1/4" 4'-10 1/4"

2'-8"

F F

2'-8"

E E

2'-8"

D D

2'-8"

5'-0 3/8" 5'-0 3/8"

2'-8"

5'-2 5/8" 5'-2 5/8"

R 77'-0 3/8"

5'-4 7/8" 5'-4 7/8"

2'-8"

R 79'-8 7/8"

R 82'-5 3/8"

R 85'-1 7/8"

2'-8"

C C

2'-8"

B B

2'-8"

A A

2'-8"

5'-7 1/8" 5'-7 1/8"

2'-8"

5'-9 3/8" 5'-9 3/8"

R 85'-1 7/8"

5'-11 1/2" 5'-11 1/2"

ENLARGED PLAN - NORTH TERRACE GENERAL NOTES

3/32" = 1'-0"

KEYNOTE

16'

24'

1/4" = 1'-0"

PLANTER 37PLANTER 21

REPLACEMENT STONE REPLACEMENT STONE

TYP AT SKY21 TYPFACING AT SKY-COURSES

GRADE PER CIVIL GRADE PER CIVIL

REPLACEMENT STONE REPLACEMENT STONE

6'-6"

1'-0"

LOWER W PLATFORM - E ELEV 4'

23 23

20 6'-11 "

1'-0"

6'-6"

TYP AT SKYFACING COURSES

STONE PAVERS REF: A-010

STONE PAVERS AND STONE STAIRS, REF: PAVERS AND A-010 STAIRS, REF: A-010

23 23

FIELD VERIFY ANCHOR LOCATION PRIOR TO FIELD VERIFYOF ANCHOR FABRICATION KERFS LOCATION PRIOR TO FABRICATION OF KERFS

FACING COURSES

20 20 22

REMOVE AND RESET CAP REMOVE AND STONE PER RESET DETAILCAP A1/A-554 STONE PER DETAIL A1/A-554

CRAMP ANCHOR REF: B4/A-554, CRAMP ANCHOR MATCH EXISTING REF: B4/A-554, SPACING MATCH EXISTING SPACING

1'-0"

LOWER E PLATFORM - E ELEV

1/4" = 1'-0"

D1 D1

UPPER STAIR W WALL - E ELEV UPPER STAIR W WALL - E ELEV

ELEVATION ELEVATION

SIDERAIL PANEL REPLACEMENT (RP2) SIDERAIL PANEL REPLACEMENT (RP2)

1 1/2" = 1'-0"

1/4" = 1'-0"

ENLARGED SECTION ENLARGED SECTION 1 1/2" = 1'-0"

1/4" = 1'-0"

REMOVE AND RESET CAP STONE PER REMOVE ANDA1/A-554 RESET DETAIL CAP STONE PER CRAMP ANCHOR REF: DETAIL A1/A-554 B4/A-554, MATCH CRAMP ANCHOR REF: EXISTING SPACING B4/A-554, MATCH EXISTING SPACING

3/4" = 1'-0"

FIELD VERIFY ANCHOR 3/4" = 1'-0" LOCATION PRIOR TO FIELD VERIFYOF ANCHOR FABRICATION KERFS LOCATION PRIOR TO FABRICATION OF KERFS

PLANTER

REPLACEMENT STONE REPLACEMENT STONE

PLANTER

1'-0"

6'-1"1

7'-4"

20 22

1'-0"

EXISTING STAIR TREAD EXISTING STAIR TREAD

TYP AT SKY21 TYPFACING AT SKY-COURSES FACING COURSES

EXISTING STAIR TREAD EXISTING STAIR TREAD

D5 55

1/4" = 1'-0" 30

'-7" 3

PLANTER

D3 D3

UPPER STAIR E WALL - E ELEV UPPER STAIR E WALL16-30E ELEV

1/4" = 1'-0"

TYP SKY- 21 FACING JOINTS C1

R1 C1

1 1/2" = 1'-0"

STRINGER REPLACEMENT (RP2) STRINGER REPLACEMENT (RP2) 0

3/4" = 1'-0"

A2 A2

PLANTER

30 16

9'-2"

ELEVATION ELEVATION

1/4" = 1'-0"

ENLARGED SECTION ENLARGED SECTION 1 1/2" = 1'-0"

3'-7"

TYP SKY- 21 FACING JOINTS

3'-7"

LOWER E PLATFORM - E ELEV

04 03 42 REPLACEMENT STONE 04 03 42 REPLACEMENT STONE

1'-0"

TYP AT SKYFACING COURSES

7'-4"

1'-0"

R1 R1

1'-0"

R1 R1

GRADE PER CIVIL GRADE PER CIVIL

A4 A4

LOWER W PLATFORM - E ELEV 2'

1/4" = 1'-0"

23 '-4" 5

'-4" 5

9'-2"

R1 R1

1/4" = 1'-0"

C1(x2) C1 R1

C1 PLANTER

GROUT BED

R1(x6)

C1 R1

STONE PAVERS REF: A-010

LOWER STAIR - N ELEV 0

R1(x6)

1/4" = 1'-0"

C1 C1

9'-2"

PLANTER

C1(x2)

C1 TYP C1 SKY21 FACING JOINTS

B1 LOWER STAIR - S ELEV B1 LOWER STAIR - S ELEV

PLANTER

TYP SKY21 FACING JOINTS

PLANTER C1

STONE PAVERS AND STAIRS, REF: A-010

R1 R1

FACING COURSES

9'-2"

22 STONE PAVERS REF: A-010

STONE C1 PAVERS AND STAIRS, REF: A-010

5'-4"

R1 TYP AT SKY-

5'-4"

1'-0" 1'-0"

PLANTER

'-7" 3

6'-11 "

STONE PAVERS REF: A-010

1/4" = 1'-0"

EXISTING STONE ANCHOR TO REMAIN

BALUSTRADE FLASHING 1" = 1'-0"

W = VARIES, MATCH EXISTING BUILDING WALL

07 92 00 SEALANT OVER BOND BREAK

09 63 40 COMPRESSIBLE FILLER

09 63 40 MORTAR

1/4" Ø EPOXY PIN, POSITION TO AVOID EXISTING BASE PIN, PATCH HOLE

W PATCH HOLE

07 14 13 WATERPROOFING

09 63 40 MORTAR

W = VARIES; MATCH EXISTING

EXISTING CONC. SLAB

09 63 40 MORTAR

W/2 OR 1/2" MAX

1 1/2"

09 63 40 STONE PAVER

1 1/2" MIN **

D OR E

1 1/2" MIN **

H/2

TYP. PAVER JOINT AT BUILDING WALL PLAN

3" = 1'-0"

** WHEN 1 1/2" GROUT BED IS NOT POSSIBLE, ELIMINATE DRAIN BOARD.

TYP. PAVER JOINT OVER GROUT BED 0 1"

3" = 1'-0"

** WHEN 1 1/2" GROUT BED IS NOT POSSIBLE, ELIMINATE DRAIN BOARD.

TYP. PAVER JOINT AT BUILDING WALL 0 1"

VERTICAL CRACK

3/8" Ø BLIND SET EPOXY PIN

SECTIONS

JOINT LOCATION VARIES

1 1/2" = 1'-0"

BTM RAIL D'MAN REPAIR (DM) 0

P 1 1/2" = 1'-0"

SIM WEST STAIR NOT IN SCOPE OF WORK

SIM

A1 AD-500

A1 AD-500 TD

WEST STAIR NOT IN SCOPE OF WORK

-2

+/ +/- 6'-6"

2'-

'-1

TD A

STONE D'MAN

+/- 15'-1"

RECESS

B4 AD-500

+/- 15'-1"

B B4 AD-500

+/- 9'-4"

TYP. BALUSTER PINNING (CP1, CP2)

OR EQUAL TO 6"

+/- 9'-4"

W IS LESS THAN

3" = 1'-0"

A1 AD-500

P HORIZONTAL CRACK

F TD

A1 AD-500TD

C4 AD-500

PAVERS ON GRADE SEE AD-012

C4 AD-500

PAVERS ON GRADE SEE AD-012

A1/AD-102F A1/AD-102F

1/2" MIN. RECESS

STONE D'MAN

** WHEN 1 1/2" GROUT BED IS NOT POSSIBLE, ELIMINATE DRAIN BOARD. 1/4" Ø EPOXY SET PIN

0 1"

EXISTING CONC. SLAB

REPLACE EXISTING PIN WITH STAINLESS STEEL PIN TO MATCH

07 14 13 WATERPROOFING

1 1/2"

1 1/2" MIN **

EXISTING BASE PIN, IF BALUSTER IS LIFTED FOR REPAIR, REPLACE W/ STAINLESS STEEL PIN TO MATCH

W/2 OR 1/2" MAX

1 1/2"

2" 2"

09 63 40 STONE PAVER

EXISTING CRACK W/2 OR 1/2" MAX

EXISTING CRACK

TD +/ -

+/ -

'-3

C +/- 6'-6"

F A B C F

+/- 6'-1" B1

H/2

A-208.5T TD +/- 6'-1" B1 A-208.5T TD

3/8" Ø BLIND SET EPOXY PIN

JOINT LOCATION VARIES

TD P

W IS LESS THAN OR EQUAL TO 6"

64'-9"

BTM RAIL D'MAN REPAIR (DM)

1 1/2" = 1'-0" 3" VERTICAL 6" 1' HORZONTAL REPLACE0MISSING AND - MULTIPLE PIECES REPLACE MISSING MOLDING VERTICALPROFILES AND HORZONTAL MOLDING PROFILES - MULTIPLE PIECES MISSING - REF STONE REPAIR SCHEDULES ELEVATIONS FOR LOCATIONS DM OR MISSING - REF AND STONE REPAIR SCHEDULES AND ELEVATIONS FOR LOCATIONS DM OR DMR DMR

2" EMBED

REPAIR AT NEWEL POST

EQ2

LIGHT

EQ2

LIGHT TYP AT TERRACE NEWEL POSTS

A B

A1 AD-500

ENLARGED DETAIL

5" EQ1

5" EQ1 EQ1

5" EQ1

1/4" Ø EPOXY SET PIN RECESS 1/4"1/2" Ø EPOXY SET PIN RECESS 1/2" AND PATCH AND PATCH

1 1/2" = 1'-0"

EXIT

A1/AD-101B

TYPICAL NEWEL POST REPAIR (DM, DMR) (DM, DMR) TYPICAL NEWEL POST REPAIR 6"

EXIT

EQ2 5"

NOTE: REMOVE EXG. EPOXY NOTE: RESIDUE PRIOREXG. TO EPOXY RESIDUE PRIOR TO REMOVE SETTING REPAIR SETTING REPAIR

12'-8"

+/- 16'-7"

SEE ENLARGED DETAIL

B12'-8" C

+/- 16'-7"

SEE ENLARGED DETAIL

EQ2

4 1/2"

EQ2

4 1/2"

EQ2

1/4" Ø BLIND SET EPOXY PIN

C F A

" Ø BLIND POXY PIN

1" MIN.

EQ2

1/2"

D DETAIL

A1 AD-500

LIGHT

EQ2

2" EMBED

REPAIR AT NEWEL POST

STONE D'MAN (OR RESET EXTG WHERE INDICATED)

64'-9"

'MAN (OR XTG WHERE ED)

NORTHWEST TERRACE DEMOLITION PLAN

EXIT A1/AD-101B

TD TRUE

EXIT

PLAN

16'

1/8" = 1'-0"

NORTHWEST TERRACE DEMOLITION PLAN 1/8" = 1'-0"

A1 A1

TYP 0 1"

D 4"

3" TYP.

H/3 (1" MIN)

REMOVE AND RESET EXISTING TOP RAIL REMOVE AND RESET EXISTING BALUSTERS, COORDINATE REPAIRS TO INDIVIDUAL BALUSTERS PER SCHEDULE

REPLACEMENT STONE

STONE D'MAN

IF DOWELS ARE PRESENT, REPLACE W/ S.S. TO MATCH EXISTING

3/8" Ã&#x2DC; BLIND SET EPOXY PIN

IF DOWELS ARE PRESENT, REPLACE W/ S.S. TO MATCH EXISTING REPLACEMENT STONE

ENLARGED SECTION

TOP RAIL D'MAN REPAIR (DM) 0

1 1/2" = 1'-0"

BALUSTRADE TOP RAIL REPLACEMENT (RP2) 1'

1/2" = 1'-0"

ELEVATION

ENLARGED SECTION

ELEVATION

04 03 42 REPLACEMENT STONE

BALUSTRADE BTM RAIL REPLACEMENT (RP2) 0

1/2" = 1'-0"

REMOVE AND RESET EXISTING TOP RAIL REMOVE AND RESET EXISTING BALUSTERS, COORDINATE REPAIRS TO INDIVIDUAL BALUSTERS PER SCHEDULE

IF DOWELS ARE PRESENT, REPLACE W/ S.S. TO MATCH EXISTING REPLACEMENT STONE

04 03 42 REPLACEMENT STONE ELEVATION

ENLARGED SECTION

BALUSTRADE BTM RAIL REPLACEMENT (RP2) 0

1/2" = 1'-0"

Model Perspective

NORMAL PUBLIC LIBRARY LIBRARY SITE STUDY

PROJECT: The town of Normal approached our studio to conduct an investigation of various potential sites within the city to determine a location of a new library. We worked with Studio GC in Chicago, the Normal Library Board, and the Normal City Council to develop our investigations and to tailor our project to fit their needs. LOCATION: Normal, IL PARTNER: Tyler Ruckman

*Partner Drawing

CITY ANNEX SITE MODEL

Site Synthesis

Within our site analysis, it is evident that Normal, Illinois is emerging as a cutting edge town for the green movement. This can be seen through the various new LEED conscious buildings, Tesla car chargins stations, and even a traffic circle using drain water for the fountain in its center. In fact, the town wanted this green traffic circle to be the center piece of its continual innovation. While we agree with the town’s overall direction, we felt that the center piece of the town’s movement should not be the traffic circle. They invisioned it as a place where people could around as an activity node. Instead, we felt the library could be used in as this activity node, freeing the traffic circle to automotive circulation. We propose also using the library site as the center piece of Normal’s sustainable movement. Site Orientation*

North Elevation

Site Analysis - Bicycle Traffic

Site Analysis - Railway Traffic

Site Analysis - Vehicular Traffic

Vehicular Traffic

Railway

Site Analysis - Surrounding Objects

Bicycle Traffic

Activity Considerations

Water Fountain

1. Lobby 2. Circulation Desk 3. Main Reading Room 4. Multimedia Room 5. Children’s Stacks 6. Children’s Discovery Area 7. Meeting Room 8. Cafe’ 9. Teen Stacks 10. Circulation Room 11. Maintanence Storage 12. Mechanical Room

13.

2. 1.

8. 12.

13. Technology Center 14. Upper Reading Area 15. Fiction Stacks 16. Non-Fiction Stacks 17. Work Rooms 18. Offices 19. Administration 20. Collaboration Spaces

14.

15.

16. 17.

11. 10.

Ground Level

20.

Upper Level

19.

18.

Reading Room

East Elevation

Pergola Detail*

Water Flow Diagram*

Plaza Night View

INTERNATIONAL TOWER & HOTEL COMPREHENSIVE INTEGRATED DESIGN

PROJECT: This was an advanced architectural studio with emphasis on Comprehensive Integrative Design for maximum value creation under the realistic, technical, legal, and budgetary limitations. The subject projects are technologically demanding and functionally complex tall building. The studio setting simulates an office practice with the instructor overseeing the project processes of each design team with strict time budget. LOCATION: Chicago, IL PARTNERS: Peter Kao, Min Hoo Kim, Tyler Ruckman

TOWER SITE MODEL*

Circulation around the site includes I-90/94, I-290m Lakeshore Drive. Wacker Drive and Michigan Avenue bring significant traffic through the neighborhood. Vehicular access comes from two levels. North and south of the Chicago River are directly connected on Wabash Avenue through the Irv Kupcinet Bridge. Kinzie and Water Streets provide lower level access.

Circulation

Pedestrians can connect through Michigan Avenue, Wrigley Buillding Plaza, and the river walk, diversifying pedestrian flow from north to south of the river. The riverwalk development can be signifcantly improved with direct access for retail and green space. The location of the site highlights the strategic importance of the Trump International Hotel and Tower. The site is located at the bend of the river with scenic views 360 degrees, including towards Lake Michigan. Trump Towerâ&#x20AC;&#x2122;s site will serve as a connection between the Chicago River, Michigan Avenue, and the Chicago downtown. Additionally, it will further expand business and commercial activities towards the north side of the chicago river. Design Implications

Vehicular Access

Pedestrian Access

Automated Parking

Hotel/Condo Valet Parking Entry

108

Retail

Mechanical Condo

High Condo

Hotel

Retail

Mechanical Retail

Mid Condo

Mechanical

Level 1

Fire Sta Public Hotel G Reside Plan* Autom Service

Low Condo 0’ Roof Deck

Spa Level 65’

Community Level Mechanical

Prep Kitchen

Pre-Function Ballroom Level 45’

Management Office

Conference Level

Hotel

30’

Health Club Level 15’

Wabash St.

Hotel Atrium

Parking Entry

Main Entry Level 0’

Spa Conference Ground Riverwalk

Robotic Parking Tower

7 Ballroom Lobby Retail Public Parking

Hotel Kitchen

Riverwalk Level 1 -15’

Service

Public Restaurant

Riverwalk Level 2

Riverwalk Public Parking

-30’

Chicago River

Public Parking Condo Parking Condo Parking Hotel Parking 10’

Programmatic Stacking

20’

30’

40’

50’

60’

70’

Podium Section*

10’ 0”

D D

5’ 0”

A. Spandrel panel ofofsingle pane Onyxphotovoltaic Solar PV cell cell A Spandrel panel single pane withwith Onyx Solar B Insulating glasswith with low-E coating B. Insulating Glass low-E coating C Extruded aluminum horizontal stack joint C. Extruded aluminum horizontal stack joint D Fireproofing D. Fireproofing

5’ 0”5’ 0”

North Elevation

15’ 0”

10’ 0”

15’ 0”

Tower Curtain Wall System

Podium Curtain Wall System

A. Insulating glass with low-E coating B. Point system A support Insulating low-E coating A Insulating glassglass with with low-E coating B Point support system B Point support system C. Channel C Channel C Channel D. Vertical glass support D Vertical support D Vertical glassglass support E Aluminum Splice E. Aluminum Splice E Aluminum Splice

3330 sf

2500 sf

2200 sf

3130 sf

High Condo Level 3 Bedroom

Deluxe Condo Levels 770 sf

1330 sf

1550 sf

870 sf

1550 sf 1020 sf

1550 sf Lower Condo Level 1 Bedroom 2 Bedroom

Standard Condo Levels 3260 sf

2570 sf

PUBLIC HOTEL ESCACONDO SE PUBLIC PUBLIC HOTEL HOTEL ESCAESCACONDO CONDO SERVICE SERVIC PUBLIC HOTEL ESCACONDO SERVICE PUBLIC HOTEL ESCACONDO SERVICE LATOR LATOR LATOR LATOR LATOR

3460 sf

Deluxe Hotel Level Deluxe Suites

Deluxe Hotel Levels

Public

1000 sf

640 sf

790sf 880 sf

880 sf

Hotel

Escalator

Wabash Street Ground

Condo

Riverwalk

460 sf

Michigan Avenue Rush Street

Service

Public

880 sf 880 sf

Deluxe Hotel Level Standard Suites

Elevator Riser Diagram Hotel Escalator Condo Service

790 sf

640 sf

840 sf

1000 sf

Standard Hotel Levels

Zone 5

Zone 4

Zone 3

Zone 2

Zone 1

Domestic Water Riser

Water Supply Domestic Cold Water Domestic Hot Water Sprinkler

Zone 1

Fan Diagram

DOMW Diagram

Supply Return Intake Exhaust

Air Riser Diagram

As a structural concept, we decided to use an adapted version of an outrigger system. We proposed using a â&#x20AC;&#x153;Megaâ&#x20AC;? system, thus eliminating numerous columns within the hotel and condo spaces while giving ample resistance to wind forces. Using a flat plate construction allowed us a lower floor to floor height, thus allowing the client to either add more floors or reduce the overall height of the building to save on cost.

Upper Levels

Exterior

Mega-Shearwalls + MegaColumns + Floors Mega-Shearwalls + Mega-Columns + Outriggers/Belt Girders

Mega-Shearwalls + Mega-Columns

Lower Levels

Mega-Shearwalls

Structural Axon*

Atrium Perspective*

Riverwalk Perspective*

South Elevation

Perspective from Lake Michigan*

MICHAEL BARKOVIAK ARCHITECTURAL PORTFOLIO