Fourth Year Architecture Portfolio by David Prentice

David Prentice Architecture Portfolio

David Prentice Education:

Contact:

University of Cincinnati: Architecture student, Class of 2019 École Spéciale d’Architecture: Paris Foreign exchange, Fall 2018 Granville High School: Class of 2015 (3.849 GPA 4.116 weighted)

740-641-7479 prentidd@mail.uc.edu https://issuu.com/davidprentice1/docs/portfolio_5.0

Experience: BHDP: Student Intern (May - Aug 2018) Supervisor: Mark Rebholz (mrebholz@bhdp.com) Job Summary: In this position I worked almost exclusively in Revit, modeling existing buildings before a renovation, updating the model to reflect changes, and occasionally making new Revit families. Wright Heerema Architects: Student Intern (Aug - Dec 2017) Supervisor: Scott Zatt (szatt@wharchs.com) Job Summary: In this position I did a substantial amount of work in Revit, modeling the existing building before a renovation, updating the model to reflect changes, and making new Revit families, among other tasks. Morris Architects/Huitt-Zollars: Student Intern (Jan - Apr 2017) Supervisor: Douglas Oliver (doliver@huitt-zollars.com) Job Summary: In this position I produced renderings, marketing documents, diagrams, website mock-ups, and helped with Revit files, among other tasks. Note: the firm changed its name during my time there. Triangle Fraternity - Cincinnati: House Manager (2019) and Interim House Manager (May - Aug 2018) Position Summary: I am responsible for the mainenance and cleanliness of the chapter house and I will be heavily involved in the planning and design of a major renovation to the main bathroom. Order of the Arrow (Boy Scouts of America): Various Positions (2013 - 2017) I have served in the following positions: -Lodge Chief (2016) -Section Chief (Feb 2017 - June 2017) -Lodge Vice Chief of Chapters (2015) -Section Vice-Chief (June 2016 - Feb 2017) -Lodge Honors Committee Chairman (2017) -Area Leadership Training Conference Chairman (2017) -Chapter Chief (2014) -Conclave Vice-Chief (2017) -Chapter Vice-Chief of Troops (2013)

Awards:

-Eagle Scout with 4 Eagle Palms, Boy Scouts of America -Vigil Honor, Order of the Arrow -Founder’s Award, Order of the Arrow -Member of the National Society of Leadership and Success -Member of the Alpha Lambda Delta Honor Society

-Honor Roll throughout High School -Member of the Granville High School Cum Laude Society -Member of the Granville High School National Honor Society -Member of the Société Honoraire de Français

S k i l l s / So f t war e: Adobe Photoshop Illustrator InDesign Premiere Pro Audition After Effects Media Encoder Lightroom Acrobat

Microsoft Office 2013 Word PowerPoint Excel Architectural Software Revit Rhino V-Ray

Miscellanious Laser Cutting Wood shop tools 3D Printing Photography French B2 (pending C1), 9 years of classes, 6 week study abroad in Normandy, semester long foreign exchange in Paris

Table of Contents

Professional Work

Architectural Class Projects

Sketches 46

Miscellaneous Cool Stuff

Professional Work

North Wing - Confidential Project

Professional Work - BHDP

BHDP was approached to do some conceptual studies and feasibility analysis for a potential renovation of this building. In preparation for this work I was tasked with modeling the existing building in Revit. Unfortunately my co-op semester ended before I could make significant progress on the south wing, however the north wing was finished. The images below are the elevations and the top right is the axon of the north wing. Project Information: Firm: BHDP Date: Summer 2018 Supervisors: John Willis

Level 3.9 128' - 10 1/2"

Level 1.8 109' - 6 1/2"

Roof 141' - 11 1/2"

---

Level 3.9 128' - 10 1/2"

Level 4 127' - 7 1/2"

Level 3 114' - 3 1/4"

Level 2 111' - 1 1/2" Level 1.8 109' - 6 1/2"

Level 1 102' - 7 1/4"

Roof 141' - 11 1/2"

Level 4 127' - 7 1/2"

Level 3 114' - 3 1/4"

Level 2 111' - 1 1/2" Level 1.8 109' - 6 1/2"

Level 1 102' - 7 1/4"

Level 3.9 128' - 10 1/2"

Roof 141' - 11 1/2"

Level 3.10 132' - 6 1/2"

Level 4 127' - 7 1/2"

Level 3 114' - 3 1/4"

Level 2 111' - 1 1/2"

--Level 3.10 132' - 6 1/2"

Level 3.9 128' - 10 1/2"

Level 1.8 109' - 6 1/2"

19' - 4"

23' - 0"

Level 3.9 128' - 10 1/2"

Level 3.10 132' - 6 1/2"

FCI Glenview - Prairie Glen

Professional Work - Wright Heerema Architects

This building is a new clinic being constructed outside of Chicago. WHA was hired to do the building shell while another firm does the interior. My involvement in this project was to do the bulk of the Revit work, I would guess that I did about 90% of the work in Revit for this project. I modeled a majority of the building from the designerâ&#x20AC;&#x2122;s drawings, did all the file set up, and worked closely with the project manager to do some of the details. The image on the lower left is all the elevations, the top right is the roof plan, and the bottom right is the first floor plan. Project Information: Firm: Wright Heerema Architects Date: Fall 2017 Supervisors: Cary Chandler

T.0. SCREEN 22'-0" T.O. UPPER PRECAST 19'-0"

PC-4 PC-2

PC-1

C.7

10 A502

PC-4

GL-1

T.O. PRECAST 16'-6"

WRIGHT HE E R E MA | A R C H I T E C T S 140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03 312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

SHELL PLAN 0'-0"

NORTH ELEVATION

PC-3

PRECAST COLOR 1

GL-2

PC-3

PRECAST COLOR 2

Scale: 1/8" = 1'-0"

C.7

T.O. UPPER PRECAST 19'-0" T.O. PRECAST 16'-6"

Structural Engineering CS Associates 4532 W. 103rd St. Oak Lawn, IL, 60453 708-422-5306

62'-9 3/16"

C.5

PC-4

B.5

A.5

PC-1 PC-2

PC-1

GL-1 GL-1

PC-1

SHELL PLAN 0'-0"

PRECASE COLOR 2 PC-4

AXON VIEW Scale:

OWNER

PRECASE COLOR 1 PC-6

GL-2

PC-2

GL-2

Clarius Partners, LLC Eric Johnson 200 W. Madison St, Suite 3410 Chicago, IL, 60606 312-386-7150

PC-3

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

T.0. SCREEN 22'-0" T.O. UPPER PRECAST 19'-0"

PC-2

1.1

PC-1

T.O. PRECAST 16'-6"

SHELL PLAN 0'-0" PC-3

Scale: 1/8" = 1'-0"

1.1

GL-3

PC-4

GL-1

4 A301

GL-1

PC-4

3 A301

PC-1

2 A301

PC-2

GL-1

4 A301

Sim

1 A301

PC-4

PC-1

T.O. PRECAST 16'-6"

3'-0"

SHELL PLAN 0'-0"

PC-3 GL-2

PC-3

FIRE DEPARTMENT CONNECTION AND SIGNAGE

GL-2

PC-6

GL-2 PC-2

PRECAST COLOR 2

GL-1

PC-4

PRECAST COLOR 1

PRECAST COLOR 2

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

Architect's Project Number:

20170530

Issue Date:

G.1 MP-1

G.2

G.3 7 A301

GL-5

T.0. SCREEN 22'-0" T.O. UPPER PRECAST 19'-0"

1 ISSUED FOR SHELL PERMIT 9/29/2017 2 ISSUE FOR CONTRACT DOCUMENTS 11/03/2017

G.4 GL-5

6 A301

MP-1 GL-2

T.0. SCREEN 22'-0" WS-2

GL-2

SHELL PLAN 0'-0"

11'-5" PRECAST COLOR 2 MP-3

FRONT ELEVATION Scale: 1/8" = 1'-0"

GL-5

GL-2

MP-3

GL-5

GL-2

Sheet Title:

GL-2

SHELL PLAN 0'-0"

ELEVATIONS

1'-2" 5'-0"

G:\School\College\Year 3\FS17\FS17 CO-OP\20170530 Prairie Glen - CENTRAL_2017-12-8_17.26.40\20170530 Prairie Glen - CENTRAL.rvt 1/27/2018 3:47:15 PM

5 A301

T.0. SCREEN 22'-0" T.O. UPPER PRECAST 19'-0"

PC-2

PRECAST COLOR 1

EAST ELEVATION

FCI - GLENVIEW 2555 PATRIOT BLVD GLENVIEW, IL ISSUE FOR CONTRACT DOCUMENTS

CONSULTANTS

GL-2

N Sheet Number:

GL-2

SW SCREEN ELEVATION Scale: 1/8" = 1'-0"

TRASH ENCLOSURE Scale: 1/8" = 1'-0"

A251

3 A251

1.1

5'-0"

31'-4 1/4"

30'-0"

31'-4 1/4"

WRIGHT HE E R E MA | A R C H I T E C T S 140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03 312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

CONSULTANTS

46'-4 1/4"

31'-4 1/4"

Structural Engineering CS Associates 4532 W. 103rd St. Oak Lawn, IL, 60453 708-422-5306

1'-2"

15'-0"

A.5

A-3

1'-2"

4'-0"

TYP.

2 A251

OWNER

15'-0"

4'-0"

5'-11"

A-7

1 A251 30'-0"

A-2 A-1

15'-0" 30'-0"

15'-0"

C.5

F.1

C.7

A-5

16'-4 1/4"

1 3/4"

7'-6"

10 A502

A-6

4'-0 1/4"

HP2

5'-6 "

A-4 8'-0"

A-6

2'-1

1/4"

10 '-0 "

10 '-2 "

A-4

8'-0 "

G.2

9'-5 "

G.1

A-5

LP 2

G:\School\College\Year 3\FS17\FS17 CO-OP\20170530 Prairie Glen - CENTRAL_2017-12-8_17.26.40\20170530 Prairie Glen - CENTRAL.rvt

FCI - GLENVIEW 2555 PATRIOT BLVD GLENVIEW, IL ISSUE FOR CONTRACT DOCUMENTS

15'-0"

B.5

F.2

Clarius Partners, LLC Eric Johnson 200 W. Madison St, Suite 3410 Chicago, IL, 60606 312-386-7150

10 '-2 "

4 A251

G.3 5 A251

G.4 Architect's Project Number:

ELEVATION KEY 1

Scale: 1/8" = 1'-0"

20170530

Issue Date:

KEY NOTES

A-X 1 2 3 4 5 6 7

HP = 16' 4" HP2 = 16' 5 1/4" HP3 LP = 14' 8 1/2" LP2

ROOF PLAN

1 ISSUED FOR SHELL PERMIT 9/29/2017 2 ISSUE FOR CONTRACT DOCUMENTS 11/03/2017

UNIT-MOUNTED SCREEN WALL SYSTEM RTU LOCATION REFER TO MECH DWGS ROOF DRAIN - SEE PLUMBING DRAWINGS LINE OF CANOPY BELOW FORMED MTL COPING ALUMINUM COMPOSITE COPING INSULATED ROOF HATCH - FIXED LADDER BELOW BY TENANT BUILD-OUT

Sheet Title:

ROOF PLAN

1/27/2018 3:47:01 PM

Sheet Number:

A114

3 A251

1.1

249'-4 1/2" 31'-4 1/4"

1'-0"

2'-10 1/4"

30'-0"

27'-0"

1'-6"

30'-0"

27'-0"

1'-6"

TYPICAL A

27'-0"

30'-0" 1'-6"

1'-6"

30'-0"

27'-0"

TYPICAL A

1'-6"

TYPICAL A

30'-0"

27'-0"

1'-6"

30'-0"

27'-0"

TYPICAL A

1'-6"

31'-4 1/4" 1'-6"

27'-0"

TYPICAL A

1'-6"

27'-0"

TYPICAL A

2'-10 1/4"

1'-0"

TYPICAL A

1'-0"

TYPICAL A

1'-6"

2'-10 1/4"

5'-0"

5 A501

1'-0"

140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03

8'-6"

2'-10 1/4"

WRIGHT HE E R E MA | A R C H I T E C T S

106

312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

5'-0" 27'-0" 5'-0"

Structural Engineering CS Associates 4532 W. 103rd St. Oak Lawn, IL, 60453 708-422-5306

3'-6"

1'-6"

5'-0"

31'-4 1/4"

TYPICAL A

46'-4 1/4"

27'-0"

CONSULTANTS

1'-6"

5'-0" 5'-0" 3'-6"

FCI - GLENVIEW 2555 PATRIOT BLVD GLENVIEW, IL ISSUE FOR CONTRACT DOCUMENTS

1'-6"

125'-6 1/2"

15'-0"

27'-0"

TYPICAL A 15'-0"

1'-6"

1'-6" 27'-0" A-1

10 '-2 "

5'-0 1'-1 " 0 3/ 4" 6'-0 "

G.1

8'-0 "

3'-6"

4'-6" 8'-0"

4'-6" 1'-0"

4'-6" 9'-0"

8'-0" 1'-0"

8'-0"

3'-6" 1'-6"

1'-11 1/2"

26'-6 1/2"

1'-6"

5'-0"

1'-10 3/4" 1'-10 3/4" 6'-2 1/2" 5'-0" 27'-0"

3'-6" 1'-6"

A-1

3'-6" 1'-6"

27'-0"

1'-6"

TYPICAL A

1'-6"

5'-0"

27'-0"

3'-6" 1'-6"

TYPICAL A

5'-0"

5'-0" 27'-0"

5'-0"

16'-4 1/4"

3'-6" 1'-6"

1'-6"

27'-0"

TYPICAL A

2'-10 1/4"

1'-10"

TYPICAL A

1'-1 0 3/ 4" 5'-0 " 10 '-2 "

G.2

4'-0 " 1'-7 "

G.3 5 A251

SHELL PLAN

4 A501

1'-10"

3/4" 2'-9

A-2

101 4'-0 "

104

103

102

1'-7 "

1 A501

A-2 3 A501

1'-1 0 1/ 4"

2 A501

15'-0" 9'-4 1/16" W.P.

2'-10 1/4"

2'-6 "

8'-5 "

7 5/ 16 "

4'-8

1'-7 "

1'-1 0 1/ 4"

4 A251

G.4 Architect's Project Number:

Scale: 1/8" = 1'-0"

GENERAL NOTES

8'-8"

REFERENCE LOCATIONS A.1 REFER TO SHEET A001 FOR DRAWING SYMBOLS AND LEGEND, AND SHEET A002 FOR PROJECT GENERAL NOTES.

SLOPED CONCRETE PAD 8'-0"

7'-4"

6'-11"

PRECAST ENCLOSURE

GALVANIZED PAINTED TUBES FOR GATE HINGE CONNECTIONS

A.2

REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION.

A.3

REFER TO SHEET A701 FOR PARTITION TYPE DETAILS.

A.4

REFER TO SHEET A652 FOR DOOR ASSEMBLY INFORMATION AND SCHEDULES.

DIMENSIONS / LAYOUT B.1 DO NOT SCALE PLANS. SHOULD INFORMATION BE MISSING, OR IF DISCREPANCIES SHOULD ARISE, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION.

G:\School\College\Year 3\FS17\FS17 CO-OP\20170530 Prairie Glen - CENTRAL_2017-12-8_17.26.40\20170530 Prairie Glen - CENTRAL.rvt

1/27/2018 3:46:58 PM

8'-0 "

1/4"

16'-4 1/4"

30Â°

TYPICAL A

15'-0"

1'-0"

4'-6"

8'-0"

3'-6" 9'-5 "

C.7

2'-10"

F.1

Clarius Partners, LLC Eric Johnson 200 W. Madison St, Suite 3410 Chicago, IL, 60606 312-386-7150

1'-6"

4'-6" 9'-0"

4'-6"

1'-6" 8'-0"

3'-6" 3'-6" 4'-6" 4'-6"

9'-0"

C.5 4'-6"

30'-0"

1'-0"

8'-0" 1'-6"

F.2

OWNER

B.5

1'-0"

30'-0"

2 A251 15'-0"

3'-6" 1'-0"

8'-0"

4'-6"

A-2

4'-6"

1 A251

15'-0"

5'-0" 105

27'-0"

A-3

5'-0"

107

1'-6"

8'-0 1/2"

1'-11 1/2"

11'-6 1/2"

3'-6"

3'-0"

A.5

EMBEDED PAINTED BOLLARDS B.2

PREFINISHED METAL PANEL GATE DOORS WITH GALVANIZED STEEL ANGLE SUPPORT, WHEELS, PULL/LATCH, LOCKABLE HARDWARE, AND CANE BOLTS. PROVIDE IN GROUND BOLT RECIEVER HOLES FOR BOTH OPEN AND CLOSED DOOR POSITIONS

ALL VERTICAL DIMENSIONS ARE NOTED FROM TOP OF FINISHED FLOOR (A.F.F.)

PARTITIONS C.1 THE CONTRACTOR IS RESPONSIBLE FOR THE BRACING OF WALLS AT ALL DOOR AND WINDOW ASSEMBLIES.

COORDINATION WITH EXISTING SYSTEMS D.1 REPAIR, REPLACE OR CORRECT FINISHES OF ALL EXTERIOR WINDOW SYSTEMS, DOOR ASSEMBLIES, AND ETC. TO A LIKE NEW CONDITION RESULT Of CONSTRUCTION ACTIVITIES. SURFACES SHALL BE CONTINUOUSLY FLUSH AND SMOOTH - FREE OF DEFECTS.

A-X 1 2 3

KEY NOTES PROFILE OF CANOPY DRAIN LEADER FROM ROOF/CANOPY DRAINS - SEE PLUMBING DRAWINGS STRUCTURAL COLUMNS - SEE STRUCTURAL DRAWINGS

20170530

Issue Date: 1 ISSUED FOR SHELL PERMIT 9/29/2017 2 ISSUE FOR CONTRACT DOCUMENTS 11/03/2017

COORDINATION WITH OTHER TRADES E.1 THE ARCHITECTURAL DIMENSIONS SHALL GOVERN THE PLACEMENT OF MECHANICAL WHERE INDICATED E.2

GENERAL CONTRACTOR TO COORDINATE WORK AND PHASING OF WORK WITH CLIENT'S VENDORS.

BLOCKING F.1 PROVIDE FIRE TREATED WOOD BLOCKING OR 16 GAUGE SHEET METAL PANELS AS REQUIRED TO ANCHOR WALL OR ROOF ITEMS

Sheet Title:

SHELL PLAN

N Sheet Number:

TRASH ENCLOSURE PLAN Scale: 1/4" = 1'-0"

A110

Cook County Vista Clinic

Professional Work - Wright Heerema Architect

This project is a health clinic that is being put into an existing building. I worked on a wide variety of tasks associated with this project including: various modeling, sheet set up, drawing details, and other smaller tasks in Revit. The image on the bottom left is the partition plan, that I had a large part in editing and placing. The image in the top right is a set of enlarged plans that I annotated. The image on the bottom right is a set of millwork details that I compiled, edited, and annotated under the supervision of an interior designer to conform with the clientâ&#x20AC;&#x2122;s regulations. Project Information: Firm: Wright Heerema Architects Date: Fall 2017 Supervisors: Maribeth Schwind

1 A162 B-S6 1090A

C-S3

VESTIBULE

WRIGHT HE E R E MA | A R C H I T E C T S

1090 C-S3

140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03

1090B

312.913.10 10 Fax 913.19 17

C-S3

1088A J-S3

1087

1088 C-S3

DENTAL EXAM 5

C-S3 1083

1085

C-S3

1086

J-S3

1 A160

F-S3 J-S3

1082

1087

1082

1084

DENTAL EXAM 4

DENTAL EXAM 3

1078

1077 F-S3

1111

1073

F-S3

1081

F-S3

DENTAL EXAM 2

1075

J-S3

LAB AREA

1093

1110 1069

IDF

C-S3

J-S3

C-S3

MAMMOGRAPHY C-S3

1101B

1002B

1099

J-S3

EXAM

1063

1062

1061

1002

1042A

C-S3

1042B

C-S3

F-S3 5'-0"

4'-0"

1042

NURSES

J-S3

Security Johnson Controls Fire and Security Neill Griffin 3700 Malmo Drive, Arlington Heights, Illinois, 60005 630-538-6500 Email: neill.griffin@jci.com AudioVisual Consultant CDW John Sperle Executive Account Manager 847-968-9762 Email: cdwh@cdwg.com

J-S3

1037

J-S3 1035

1040

PROCEDURE ROOM

C-S3

BULK STORAGE ROOM

PROVIDER STAFFING / REFERRAL COORDINATION

1018

J-S3

EXAM

1022

1025

EXAM

3 A161

J-S3

1015

J-S3

1029 1030

2 A161

1029

C-S3

J-S3

PHONE TRIAGE VESTIBULE

J-S3

1013

J-S3

1014

J-S3

C-S3

IDF

DOCTOR'S OFFICES 1012

2 A160

1005

C-S3

STORAGE 1004

C-S3

J-S3

TRIAGE ROOM

1028

J-S3

1010

J-S3

1009

ADMIN. J-S3 LEAD PHYSICIAN ASSISTANT 1011

1010

J-S3

1003

J-S3

EXAM 1028

J-S3 C-S3

1008

J-S3 1026

1011

1001A

N-S2

1006

1007

J-S3

1024

1001 1001B

1004 1007

EXAM

NURSES

1005

1000B

1027 J-S3

1006

J-S3

J-S3 1027

1000

N-S2

JAN. CLOSET

J-S3

1013 1014B

J-S3

BARIATRIC EXAM

1024

1023

1015

J-S3

MED. DISP. C-S3

J-S3

VESTIBULE RECEPTION

J-S3

1054 J-S3 J-S3

C-S3

1030

1025

J-S3

1055

EXAM

5 A160

MOTHER'S RM

1054

J-S3 1031

EXAM

1023

1103

WIC STORAGE ROOM

C-S3

1031

C-S3

1032

CORRIDOR

J-S3

1 A161

1053

J-S3

NURSES 1021

1019 C-S3

1016

1032

J-S3

1019

C-S3

1055

J-S3

EXAM

J-S3

C-S3 C-S3

MEDICINE STORAGE

J-S3

1018

TENANT

Cook County Health & Hospital Systems 1901 West Harrison Street Chicago, Illinois, 60612 312-864-6104

J-S3

CORRIDOR

J-S3

N-S2

SUPPLY ROOM

C-S3

1053

MEDICINE DISP.

C-S3

J-S3

1022

J-S3

1020

C-S3

1017

1033

1052

J-S3

C-S3

C-S3 J-S3

1034

1020

J-S3 1000A

J-S3

C-S3

1104

1039

C-S3

1033

J-S3

CORRIDOR

J-S3

EXAM

1052

1051

J-S3

1034

J-S3

1058

1056

EXAM

1105

EXAM

J-S3

1035

J-S3

1051

EXAM

N-S2

J-S3

EXAM

1039 J-S3

1050

1057 J-S3

J-S3

CORRIDOR

1047

4 A161

J-S3

1058

1102

1049

1047 F-S3

1045

J-S3

1036

1040

MEDICINE DISP.

1106

1050

1044

C-S3

CORRIDOR

ALCOVE

GAS

1044

1036

C-S3

1057

1056 F-S3

1048

1046A

C-S3

STOR.

1061

STORAGE

1002A J-S3

J-S3

1059

1062 J-S3

1046

1045

JAN. CLOSET

C-S3

1037

J-S3

1017

1063

ELEC.

WOMEN'S WASHROOM

1043

CORRIDOR

C-S3

J-S3

1060

1048

1046B

1043

J-S3

C-S3

J-S3

CORRIDOR 1107

WASHROOM

GOWN WTG.

1042

1109

1064

4 A160

LAB J-S3

MEP/FP Engineer Kent Engineering 20 N Upper Wacker Dr, #3100 Chicago, IL, 60606 312-795-1230 Nurse Call and Overhead Paging Interstate Electronics Debbie Boehhm 630-789-8700 Ext 125 Glen Neace 630-789-8700 Ext 126

WIC GROUP ROOM

J-S3

EXAM

1065

MEDICINE DISP. DRESS DRESS 1066 MEN'S

1041A

C-S3

1038

1003

J-S3

STAFF CONFERENCE 1008

CLINIC MANAGER 1009 J-S3

J-S3

1014A

PARTITION PLAN Scale: 1/8" = 1'-0"

ARCHITECTURAL LEGEND NEW PARTITION EXISTING PARTITION

GENERAL NOTES REFERENCE LOCATIONS A.1 REFER TO SHEET A001 FOR DRAWING SYMBOLS AND LEGEND, AND SHEET A002 FOR PROJECT GENERAL NOTES. A.2

NEW DOOR ASSEMBLY

EXISTING DOOR ASSEMBLY

REFER TO SHEET [A651] FOR DOOR ASSEMBLY INFORMATION AND SCHEDULES.

DIMENSIONS / LAYOUT B.1 DO NOT SCALE PLANS. SHOULD INFORMATION BE MISSING, OR IF DISCREPANCIES SHOULD ARISE, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION. B.2

ALL VERTICAL DIMENSIONS ARE NOTED FROM TOP OF FINISHED FLOOR (A.F.F.)

B.3

ALL NEW PARTITIONS ARE DIMENSIONED FINISH FACE TO FINISH FACE UNLESS NOTED OTHERWISE. ALL ALIGNMENT INDICATIONS ARE FROM FINISHED SURFACES, UNLESS OTHERWISE NOTED.

B.4

CENTERLINE OF NEW WALL PARTITIONS SHALL ALIGN W/ CENTERLINE OF PERIMETER COLUMNS AND WINDOW MULLIONS, TYPICAL, UNLESS NOTED OTHERWISE, OR ALIGNED WITH AN EXISTING ELEMENT TO REMAIN

B.5

THE CONTRACTOR SHALL PROVIDE AND COORDINATE A 'CHALK LINE' PARTITION LAYOUT FOR THE ARCHITECT AND OWNER TO APPROVE PRIOR TO THE INSTALLATION OF PARTITION FRAMING

PARTITION TAG; REFER TO WALL TYPES WALL SIZE SOUND ATTENUATION

REFER TO SHEET [A701] FOR PARTITION TYPE DETAILS.

A.4

AREA NOT IN CONTRACT

GENERAL WALL TYPE FIRE RATING --6

A.3

NEW MILWORK BY G.C.

WIRED DOOR FOR SECURITY

C.4

REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION.

PARTITIONS C.1 TYPE ['A-S2']; UNLESS OTHERWISE NOTED. INFILL WALL PARTITIONS, BETWEEN EXISTING WALL PARTITIONS, SHALL MATCH THE ADJACENT WALL PARTITION FOR CONSTRUCTION, THICKNESS, ACOUSTICAL AND/OR FIRE RATING. C.2

EXTEND EXISTING OR PROVIDE NEW BUILDING STANDARD PERIMETER WALL PARTITIONS/SOFFIT FASCIAS TO THE UNDERSIDE OF THE STRUCTURE ABOVE WHERE THERE IS NO CEILING SYSTEM.

C.3

WHEN A WALL PARTITION OR MILLWORK INTERFACES WITH THE PERIMETER WINDOW ASSEMBLY AND/OR CONVECTOR UNIT, PROVIDE ACOUSTICAL INSULATION WITHIN THE CONVECTOR AND A CONTINUOUS CLOSED CELL GASKET PARTIALLY COMPRESSED TO CREATE A CONTINUOUS ACOUSTICAL SEAL BETWEEN ADJOINING SPACES TO PREVENT SOUND TRANSMISSION.

ISOLATE PARTITION FRAMING AND WALL FURRING WHERE IT ABUTS STRUCTURE, EXCEPT AT FLOOR, TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. INSTALL SLIP-TYPE JOINTS AT HEAD OF ASSEMBLIES THAT AVOID AXIAL LOADING OF ASSEMBLY AND LATERALLY SUPPORT ASSEMBLY. USE DEEP-LEG DEFLECTION TRACK WHERE REQUIRED.

C.5

THE CONTRACTOR IS RESPONSIBLE FOR THE BRACING OF WALL PARTITIONS AT ALL DOOR AND WINDOW ASSEMBLIES.

C.6

WALL PARTITIONS SHALL USE CEMENT BACKERBOARD WHERE WALL TILE IS TO BE INSTALLED AND WATER RESISTANT GYPSUM BOARD AT ALL OTHER PLUMBING WALLS; UNLESS OTHERWISE NOTED.

C.7

PREP ALL WALL PARTITIONS TO RECEIVE WALL-COVERING WITH A LEVEL '4' FINISH. REFER TO FINISH PLAN AN LEGEND FOR SPECIALTY WALL COVERINGS REQUIRING LEVEL '5' FINISH. REFER TO FINISH PLAN LEGEND FOR LOCATIONS.

C.8

PROVIDE GYPSUM BOARD CONTROL JOINTS AT WALLS AND DRYWALL CEILINGS AS PER ASTM C840 (SPANS LARGER THAN 30'). REVIEW AND COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. .

COORDINATION WITH EXISTING SYSTEMS D.1 [PERIMETER WALL TO REMAIN. NEW DRYWALL WORK AT PERIMETER DOES NEED TO BE INCLUDED IN DRYWALL BID]. [PROVIDE NEW DRYWALL AT PERIMETER] D.2

CONTRACTOR TO VERIFY THAT ALL EXISTING WALLS, THAT ARE REQUIRED TO BE FIRE RATED, WERE CONSTRUCTED AS A FIRE RATED ASSEMBLIES; MODIFY AS REQUIRED.

D.3

REPAIR, REPLACE OR CORRECT FINISHES OF ALL EXISTING EXTERIOR WINDOW SYSTEMS, DOOR ASSEMBLIES, [CONVECTOR COVERS][ELECTRIC BASE BOARDS] AND ETC. TO A LIKE NEW CONDITION WHETHER DAMAGE IS EXISTING OR A RESULT OF DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. SURFACES SHALL BE CONTINUOUSLY FLUSH AND SMOOTH - FREE OF DEFECTS, OPENINGS, PAINT DRIPS, AND ETC.

D.4

THE CONTRACTOR SHALL PATCH, REPAIR AND PREPARE SURFACES OF ALL EXISTING WALLS, COLUMN ENCLOSURES, GYPSUM BOARDCEILINGS/SOFFITS AS REQUIRED PRIOR TO APPLYING NEW FINISH. PATCH AND REPAIR SURFACES DUE TO THE REMOVAL OF EXISTING WALL COVERING/PAPER, TEXTURED FINISHES, SIGNAGE, OUTLETS AND OTHER DEVICES, ETC. AND FILL VOIDS IN WALL SURFACES; SURFACES SHALL BE CONTINUOUSLY FLUSH AND SMOOTH - FREE OF DEFECTS, OPENINGS, PAINT DRIPS, AND ETC.

D.5

ALL EXISTING EXPOSED CONCRETE WALLS [AND COLUMNS] SHALL BE FURRED-OUT WITH GYPSUM BOARD WALL PARTITIONS AS TO MINIMALLY ENCLOSE AS REQUIRED OR INDICATED ON THE DRAWINGS FOR THE INSTALLATION OF CONDUIT, JUNCTION BOXES, PLUMBING, FIRE PROTECTION CABINETRY, TOILET ACCESSORIES AND ETC. EXCEPT WHERE WALL PARTITIONS AND COLUMN ENCLOSURES ARE REQUIRED TO ALIGN OR ARE DIMENSIONED TO THE CONTRARY. [ALL EXISTING CONCRETE COLUMNS TO BE EXPOSED AND SEALED; UNLESS OTHERWISE NOTED. SURFACES SHALL BE FREE FROM DEBRIS, WRITING AND PAINT PRIOR TO FINISHING.]

COORDINATION WITH OTHER TRADES E.1 ALL NEW ROOMS AND SPACES THAT ARE SEPARATED FROM THE RETURN AIR PLENUM BY FULL HEIGHT PARTITIONS ARE TO [HAVE NEW TRANSFER AIR DUCTS.][HOLD THE GYPSUM BOARD SIX INCHES (6") BELOW THE SLAB ABOVE.]; UNLESS OTHERWISE NOTED. HVAC CONTRACTOR TO TEST RETURN AIR FLOW AT NEW AND RECONFIGURED ROOMS, AND INCLUDE RESULTS ON HVAC TEST & BALANCING REPORT. REFER TO ENGINEERING DRAWINGS FOR TRANSFER DUCT AND FIRE DAMPER LOCATIONS TO BE COORDINATED WITH BUILDINGS RETURN AIR.

A-X F.1

AS REQUIRED BY BUILDING, GC TO X RAY FLOOR SLAB PRIOR TO CORING AND FOLLOW ALL BUILDING REGULATIONS AND REQUIREMENTS FOR CORES. GC TO ALSO VERIFY ACCESS TO THE FLOOR UNDERNEATH AND INCLUDE ANY REMEDIAL WORK AND /OR OVERTIME REQUIRED TO ACCESS AND WORK ON THE SPACE BELOW.

F.2

FILL UNUSED FLOOR CORES OR SLEEVES WITH SIMILAR MATERIAL OR FIRE STOPPING TO MATCH THE ADJACENT CONDITION. MAINTAIN THE FIRE RATING OF THE FLOOR ASSEMBLY.

F.3

CONTRACTOR SHALL SURVEY FLOOR ELEVATIONS TO DETERMINE THE SCOPE OF FLOOR LEVELING AND REMEDIAL REPAIR WORK. GENERAL CONTRACTOR SHALL INCLUDE IN THE SCOPE OF WORK ALL COSTS THAT ARE ASSOCIATED WITH FLOOR LEVELING AND REMEDIAL REPAIR WORK.

F.4

ALL FLOORS SHALL BE LEVEL AND FREE OF IRREGULARITIES TO ASSURE ONE CONSTANT HEIGHT SO THAT DOOR FRAMES, WHEN SET, ARE ALL AT A CONSISTENT DIMENSION FROM THE CEILING WITH NO GAPS BETWEEN THE BOTTOM OF THE DOOR FRAME AT THE SLAB AFTER CARPETING OR OTHER FLOOR FINISHES ARE INSTALLED. ANY CHANGES IN THE FLOOR HEIGHT SHALL BE RAISED AND TROWELED TO CREATE A GRADUAL RAMP LIKE EFFECT. ALL MODIFICATION TO THE FLOOR SHALL BE MADE WITH A HIGH QUALITY, NON-CRUMBLING LATEX BASE FLASHING COMPOUND. PATCH THE FLOOR SLAB AS REQUIRED TO ENSURE A SMOOTH, EVEN SURFACE TO ACCOMMODATE NEW FLOORING FINISHES AT ALL NON-RAISED FLOOR AREAS

E.2

PROVIDE PLUMBING CONNECTIONS TO APPLIANCES AS SCHEDULED ON [POWER / DATA PLAN XXX.]

E.3

THE ARCHITECTURAL DIMENSIONS SHALL GOVERN THE PLACEMENT OF ELECTRICAL, MECHANICAL OR PLUMBING DEVICES WHERE INDICATED

F.5

E.4

CONTRACTOR TO REVIEW REQUIRED CLEARANCES FOR NEW/EXISTING VERTICAL CONDUIT AND PLUMBING RISERS TO INSURE THAT THESE UTILITIES ARE FULLY CONCEALED WITHIN THE PARTITION OR INTERSTITIAL SPACE.

MILLWORK G.1 MILLWORK: FOLLOW ARCHITECTURAL WOODWORK INSTITUTE'S QUALITY STANDARDS (BEST/HIGHEST GRADE SHALL GOVERN THE WORK.) REFER THE ARCHITECTURAL WOODWORK QUALITY STANDARD ILLUSTRATED MANUAL MOST CURRENT EDITION.

E.5

FIRE EXTINGUISHER AND/OR HOSE VALVE CABINETS ARE SHOWN ON ARCHITECTURAL PLANS FOR REFERENCE AND COORDINATION ONLY. REFER TO ENGINEERING DRAWINGS FOR SPECIFICATIONS AND ADDITIONAL INFORMATION.

E.6

VERIFY ALL FINAL EQUIPMENT SPECIFICATIONS WITH TENANT PRIOR TO ORDERING APPLIANCES OR FABRICATING MILLWORK.

E.7

GENERAL CONTRACTOR TO COORDINATE WORK AND PHASING OF WORK WITH CLIENT'S FURNITURE, TELEPHONE, EQUIPMENT AND DATA VENDORS.

FLOORING / SLAB

BLOCKING H.1 PROVIDE FIRE TREATED WOOD BLOCKING OR 16 GAUGE SHEET METAL PANELS IN WALL CAVITY AS REQUIRED TO ANCHOR MILLWORK, FIXTURES, FURNITURE PRODUCTS, LIGHTING, COAT ROADS, WALL-MOUNTED FLAT SCREEN TV'S, SHELVING PANEL STANDARDS, WALL MOUNTED CLOSERS, GRAB BARS, MARKER / TACK BOARDS, ETC. REFER TO FURNITURE PLAN FOR LOCATIONS OF WALL MOUNTED FURNITURE AND POWER/DATA PLANS FOR LOCATIONS OF EQUIPMENT. SALVAGE / RELOCATION I.1 RELOCATED DOORS ARE GENERALLY A COMPLETE RELOCATED DOOR ASSEMBLY INCLUDING DOOR, FRAME AND HARDWARE. COORDINATE THE REINSTALLATION OF SALVAGED DOOR ASSEMBLIES AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. WHERE THE FRAME CANNOT BE REUSED IN THE DESIRED LOCATION, THE NEW DOOR FRAME AND HARDWARE IS TO MATCH THE EXISTING. REFER TO THE DOOR AND HARDWARE SCHEDULE FOR ADDITIONAL INFORMATION.

KEY NOTES

CONSTRUCTION MANAGER / CONTRACTOR

COLLINS CONSTRUCTION SERVICES 720 Industrial Drive, Unit 109. Cary, IL 60013 847-462-2180 Architect's Project Number:

20170630

Issue Date:

Sheet Title:

PARTITION PLAN

G:\School\College\Year 3\FS17\FS17 CO-OP\20170630 ACC-Cook Count Health - CENTRAL_2017-12-19_16.43.34\20170630 ACC-Cook Count Health - CENTRAL.rvt

1098

J-S3

1066

1041

J-S3

NURSES

J-S3

1067 J-S3

C-S3 C-S3 REGISTRY J-S3 1038 SOILED UTILITYCLEAN UTILITY

1/27/2018 4:03:13 PM

J-S3

1064 J-S3

EXAM

1041

J-S3

1067

N-S2

5 A161

CORRIDOR

EXAM

J-S3

1071

C--3

1101

1100

J-S3

1068

1070

BREAK ROOM

J-S3

1096

1068

EXAM

1070

1072

1071 J-S3

1112

1095

C-S3

J-S3

1072

J-S3

MECHANICAL

1094

J-S3

C-S3

J-S3

VESTIBULE

WIC SHARED

1099

J-S3

1060

1069

LOCKER ROOM

J-S3 1079

1098

1097

J-S3

1108

C-S3

STERILIZATION J-S3

1080

J-S3

F-S3

1096 J-S3

CORRIDOR

DENTAL EXAM 1

1076 B-S6

F-S3

1080 C-S3

1092

N-S2

J-S3

F-S3

1079 C-S3

1081

1073

C-S3

CORRIDOR

DENTAL C-S3 STORAGE

JAN. CLOSET

CORRIDOR

F-S3

FINANCIAL WIC INTERVIEW COUNSEL OFFICE ROOM

DOCTOR'S OFFICES

EXAM

1095 J-S3

J-S3

J-S3 N-S2 1089A

J-S3

EXAM

1094

J-S3

1091

F-S3

MECH. RM

4'-0"

1083

C-S3

EXAM

1093

J-S3

SOCIAL WORKER

1092

J-S3

DENTIST'S OFFICE 1074

J-S3

C-S3

PANORAMIC X-RAY

J-S3

C-S3

1086

J-S3

1084

1091 J-S3

C-S3

1085

SOCIAL WORKER

J-S3

C-S3

DENTAL EXAM 6

J-S3

Project Manager Faithful+Gould/Gilbane Street address, Suite # City, State, Zip 000-000-0000

PHARMACY

1088

PHARMACY OFFICE

CONSULTANTS

1101A

SUITE BUILD-OUT

1089

Cook Medical Group at Arlington Heights 3250 N. Arlington Heights Rd Suite 300 Arlington Heights,IL 60004

CLO 1088A

www.wrightheeremaarchitects.com

3 A160

RECEPTION

Sheet Number:

A110

4 4

MOFP-01 WORKSTATION

DRESS

1042A

1042B

SOAP DISPENSER

WRIGHT HE E R E MA | A R C H I T E C T S

SANIWIPES A251

WOMEN'S WASHROOM

1043

1045

JAN. CLOSET

8 7

A253

BARIATRIC CHAIR

COSH-01 TAEP-01

MEP/FP Engineer Kent Engineering 20 N Upper Wacker Dr, #3100 Chicago, IL, 60606 312-795-1230

BARIATRIC EXAM 1015

A253

GLBH-01

Project Manager Faithful+Gould/Gilbane Street address, Suite # City, State, Zip 000-000-0000

Nurse Call and Overhead Paging Interstate Electronics Debbie Boehhm 630-789-8700 Ext 125 Glen Neace 630-789-8700 Ext 126

1044

1042

PAPER TOWEL DISPENSER

LIET-01

WACB-01

CURTAIN

GOWN WTG.

CONSULTANTS

WARE-01

LOCKERS

1041

A254

GLBH-01

MEN'S WASHROOM

A251

312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

PATIENT AREA

MAMMOGRAPHY

140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03

STWB-01

2 Sim OPP. HAND

SELENIA MAMMOGRAPHY EQUIPMENT

HAND SANITIZER

PAPER TOWEL DISPENSER

1066

MOPO-01 MOVS-01

WIPE DISPENSER

HAND SANITIZER

ENLARGED PLAN - MAMMOGRAPHY & CORE RESTROOMS

ENLARGED PLAN - BARIATRIC EXAM

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

TENANT

WARE-01 COSH-01

Cook County Health & Hospital Systems 1901 West Harrison Street Chicago, Illinois, 60612 312-864-6104

WACB-01

PAPER TOWEL DISPENSER

ICMW-01 CASU-02

REFR-01

GB-36

Cook Medical Group at Arlington Heights 3250 N. Arlington Heights Rd Suite 300 Arlington Heights,IL 60004

GLBH-01

SOAP DISPENSER

STWB-01

TAEP-02

SANIWIPES

N 11

A253

MEDICINE STORAGE

DECI-01

DECU-01

1031

CASU-02

A252

STDE-01

DEUS-01 LIDP-01

COSH-01

ENLARGED PLAN - MEDICINE STOR, EXAM TYP, TOILET TYP Scale: 3/8" = 1'-0"

A251

DENTAL WACB-01 EXAM 1

WARE-03 DEDS-01

WORKSTATION

1104

2 CHDE-01

HAND SANITIZER

CORRIDOR

DEAI-01 STDA-01

G:\School\College\Year 3\FS17\FS17 CO-OP\20170630 ACC-Cook Count Health - CENTRAL_2017-12-19_16.43.34\20170630 ACC-Cook Count Health - CENTRAL.rvt

EXAM

1033

7 6

1032

AMAL-01

DISE-01

CASU-02

A254

SUITE BUILD-OUT

M.WATT

1997

SERVICE AREA

MEDICINE DISP. DRESS

1075

LOCKER ROOM 1072

REFU-01

1071

A251

MEDICINE DISP.

EXAM

1040

1020

PROCEDURE ROOM

8 Sim

1039

MICR-01 3

A255

Sim

BREAK ROOM

COBR-01

Sim

ICMW-01

CONSTRUCTION MANAGER / CONTRACTOR

A254 6 Sim

COLLINS CONSTRUCTION SERVICES 720 Industrial Drive, Unit 109. Cary, IL 60013 847-462-2180

MICR-01

Architect's Project Number:

20170630

Issue Date:

BULK STORAGE ROOM 1017

WR 1019

SUPPLY ROOM 1018 4 A255

Sheet Title:

ENLARGED PLANS

WARE-01 WARE-01 1/27/2018 4:03:18 PM

STAFF LOUNGE / LOCKER ROOM

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

ENLARGED PLAN - PROCEDURE, TYP EXAM, STORAGE

Sheet Number:

A161

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

2'-0" VARIES

CEILING/ SOFFIT AS SCHEDULED; REFER TO ELEVATIONS AND REFLECTED CEILING PLANS PLAM CLOSURE PANEL

SELF-CLOSING CONCEALED HINGE 3/4" THICK WHITE MELAMINE ADJUSTABLE SHELF ON ALUMINUM SUPPORT PINS

2'-1" UON @ OVERLAP CENTER 2'-0" UON @ FLUSH CENTER REFER TO ENLARGED DETAILS

1 1/2"

1-1/2" SOLID SRUFACE COUNTER W/ BACKSPLASH/SIDES PLASH WHEREVER THE COUNTER IS IN CONTACT W/ THE ADJACENT WALL

3/4" ADJUSTABLE MELAMINE SHELF ON ALUMINUM SUPPORT PINS, TYPICAL

3'-0 1/2"

SCHEDULED PARTITION; PROVIDE BLOCKING AS REQUIRED

BASE CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

CONCEALED 1-1/2" x 1-1/2" x 3/16" STL BRACKET @ 48" OC BASE CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

SELF-CLOSING ALUMINUM HINGE, TYP

1'-9"

4 1/2"

Scale: 1 1/2" = 1'-0"

BANK POST SUPPORT AS REQUIRED SCHEDULED RESILIENT BASE

FINISH FLOOR

A6 COUNTER ONLY W/O APRON Scale: 1 1/2" = 1'-0"

2'-4 1/2"

2'-10"

SUITE BUILD-OUT

4" 1 1/2"

4" 1 1/2" 2'-4 1/2"

2'-10"

4" 1 1/2"

2'-4 1/2"

2'-10"

2'-4 1/2"

2'-10"

4" 4"

COLLINS CONSTRUCTION SERVICES 720 Industrial Drive, Unit 109. Cary, IL 60013 847-462-2180

1'-9"

G2 BASE CABINET Scale: 1 1/2" = 1'-0"

Architect's Project Number:

20170630

2'-1"

DRAWER CONSTRUCTED OF 3/4" WHITE MELAMINE SIDES WITH 1/2" WHITE MELAMINE BOTTOM

MICROWAVE SHELF

BASE CABINET CONSTRUCTED OF 3/4" MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

1-1/2" SOLID SURFACE COUNTER W/ BACKSPLASH / SIDESPLASH WHEREVER THE COUNTER IS IN CONTACT WITH ADJACENT WALL

1 1/2"

REFER TO ELEVATIONS FOR BACKSPLASH / SIDESPLASH AND COUNTER FINISH. 1-1/2" THICK SOLID SURFACE TO BE USED WHERE NOTED

2'-4 1/2"

1-1/2" SOLID SURFACE COUNTERTOP W/ BACKSPLASH / SIDESPLASH UNLESS OTHERWISE NOTED

3/4" 1 1/2" 1'-4 1/2"

3/4" ADJUSTABLE MELAMINE SHELF ON ALUMINUM SUPPORT PINS, TYP

SELF-CLOSING ALUMINUM HINGE, TYP

REFER TO

2'-1 1/2"

2'-6" STATION A3 DTL - NURSE TYPICAL

Scale: 1 1/2" = 1'-0"

CONSTRUCTION MANAGER / CONTRACTOR

FINISH FLOOR 3"

2'-1"

WALL MOUNTED CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

Sheet Title:

BASE CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXTERIOR SIDES

SCHEDULED RUBBER BASE

ELEVATION

REFER TO ELEVATIONS FOR USE OF SUPPORT BRACKETS

REMOVABLE ACCESS PANEL

F1 INFUSTION BASE CABINET AT WALL

Cook County Health & Hospital Systems 1901 West Harrison Street Chicago, Illinois, 60612 312-864-6104

3/4" WHITE ADJUSTABLE MELAMINE SHELF ON ALUMINUM SUPPORT PINS, TYPICAL

PLASTIC LAMINATE BASE CABINET CONSTRUCTED OF 3/4" MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

2'-10"

SEE ELEVATION

2'-0 1/2"

PLASTIC LAMINATE ON 3/4" SUBSTRAIGHT AND TREATED WOOD STUDS

HEAVY DUTY EPOXY COATED METAL SUPPORT BRACKET MOUNT TO WALL STUDS, PAINT TO MATCH WALL; <BKT-1>

Issue Date:

WOOD BLOCKING AS REQUIRED, TYP

2'-0" OR 2'-6"

REFER TO ELEVATIONS FOR BACKSPLASH / SIDESPLASH AND COUNTER FINISH, 1-1/2" THICK SOLID SURFACE TO BE USED WHERE NOTED

POWER/DATA OUTLET

1-1/2" SOLID SURFACE COUNTERTOP W/ BACKSPLASH / SIDESPLASH, UNLESS OTHERWISE NOTED

1" SUBSTRATE

Scale: 1 1/2" = 1'-0"

SCHEDULED CEILING/ SOFFIT; REFER TO ELEVATIONS AND REFLECTED CEILING PLAN FOR LOCATIONS

SEE ELEVATION

1/4" REVEAL PAINTED TO MATCH

1 1/2"

GROMMET COORDINATE WITH OUTLET LOCATIONS

SCHEDULED SUPPORT

1'-0" UON

Nurse Call and Overhead Paging Interstate Electronics Debbie Boehhm 630-789-8700 Ext 125 Glen Neace 630-789-8700 Ext 126

DRAWER CONSTRUCTED OF 3/4" WHITE MELAMINE SIDES WITH 1/2" WHITE MELAMINE BOTTOM

SCHEDULED BASE

D2 Upper Cabinet

2'-1"

SOLID SURFACE COUNTERTOP WITH EASED EDGE

CABLE/ELECTRICAL RACEWAY AS REQUIRED COORDINATE WITH

MEP/FP Engineer Kent Engineering 20 N Upper Wacker Dr, #3100 Chicago, IL, 60606 312-795-1230

1-1/2" SOLID SURFACE COUNTERTOP W/ BACKSPLASH / SIDESPLASH WHEREVER THE COUNTER IS IN CONTACT WITH ADJACENT WALL

BASE CABINET CONSTRUCTED OF 3/4" WHITE MELLAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

2'-10"

Scale: 1 1/2" = 1'-0"

CONCEALED HINGES

WASTE RECEPTACLE BY OTHERS

D6 COUNTER ONLY W/O APRON

VARIES

Scale: 1 1/2" = 1'-0"

C4 Base Cabinet

SOLID SURFACE COUNTERTOP WITH EASED EDGE

A1 ADA BASE CABINET W/ SINK

1'-9"

3/4" ADJUSTABLE MELAMINE SHELF ON ALUMINUM SUPPORT PINS, TYP

SELF-CLOSING ALUMINUM HINGE, TYP

REFER TO

FINISH FLOOR

2'-1" 2'-0"

ELEVATION

FINISHED FLOOR

Scale: 1 1/2" = 1'-0"

FINISHED FLOOR

4" UON

VARIES 2'-4"

2'-6"

2'-0" OR 2'-6"

SEE ELEVATION

REFER TO ELEVATIONS FOR USE OF SUPPORT BRACKETS

Scale: 1 1/2" = 1'-0"

WALL MOUNTED CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

HEAVY DUTY EPOXY COATED METAL SUPPORT BRACKET - MOUNT TO WALL STUDS, PAINT TO MATCH WALL; <BKT-1>

REMOVABLE PANEL W/ BASE AS SCHEDULED

SCHEDULED CEILING/ SOFFIT; REFER TO ELEVATIONS AND REFLECTED CEILING PLAN FOR LOCATIONS WOOD BLOCKING AS REQUIRED, TYP

BASE CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

SELF-CLOSING ALUMINUM HINGE, TYP

SCHEDULED BASE

F1 INFUSTION BASE CABINET AT WALL

PLAM CLOSURE PANEL

REFER TO ELEVATIONS FOR BACKSPLASH / SIDESPLASH AND COUNTER FINISH, 1-1/2" THICK SOLID SURFACE TO BE USED WHERE NOTED

SEE ELEVATION

2'-10" 9"

1'-0" UON

1-1/2" SOLID SURFACE COUNTERTOP W/ BACKSPLASH / SIDESPLASH, UNLESS OTHERWISE NOTED

1 1/2"

SCHEDULED COUNTERTOP - PROVIDE BACKSPLASH / SIDESPLASH WHEREVER THE COUNTER IS IN CONTACT WITH ADJACENT WALL

D3 Upper Cabinet w/ lighting

VARIES

2'-1"

FINISH PANEL BEYOND WHERE APPLICABLE

2'-6"

Scale: 1 1/2" = 1'-0"

NOTE: REFERENCE PLUMBING FOR ADDITIONAL INFORMATION

REMOVEABLE 3/4" MDF PANEL W/ PLASTIC LAMINATE EXPOSED SIDES & EDGES; PROVIDE Z-CLIPS FOR PANEL REMOVAL; NO EXPOSED FASTENERS

LOW PROFILE UNDER CABINET LIGHTING; REFER TO REFLECTED CEILING PLAN AND LIGHT FIXTURE SCHEDULE

3/4" ADJUSTABLE MELAMINE SHELF ON ALUMINUM SUPPORT PINS, TYPICAL

BASE CABINET CONSTRUCTED OF 3/4" WHITE MELLAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

MIN.

Scale: 1 1/2" = 1'-0"

11"

CONTINUE CABINET END PANEL TO BOTTOM OF LIGHT SHIELD

FRONT LIGHT SHEILD

D5 CONCEALER BRACKET

ADA COMPLIANT DROPIN SINK W/ REAR DRAIN OUTLET

BOTTOM AND EXPOSED SIDE FINISH TO MATCH CABINET FRONT

WASTE RECEPTACLE BY OTHERS

1-1/2" SOLID SRUFACE COUNTER W/ BACKSPLASH/SIDESPLAS H WHEREVER THE COUNTER IS IN CONTACT W/ THE ADJACENT WALL SCHEDULED PULL

DRAWER ON HEAVY DUTY SLIDERS

SELF-CLOSING ALUMINUM HINGE, TYP

FINISH FLOOR

E2 BASE CABINET W/ SINK

SOLID SURFACE COUNTERTOP WITH EASED EDGE

3/4" ADJUSTABLE MELAMINE SHELF ON ALUMINUM SUPPORT PINS, TYP

FINISHED FLOOR

G:\School\College\Year 3\FS17\FS17 CO-OP\20170630 ACC-Cook Count Health - CENTRAL_2017-12-19_16.43.34\20170630 ACC-Cook Count Health - CENTRAL.rvt

CONCEALED 1-1/2" x 1-1/2" x 3/16" STL BRACKET @ 48" OC

WALL MOUNTED CABINET CONSTRUCTED OF 3/4" WHITE MELAMINE INTERIOR AND PLASTIC LAMINATE VENEER EXTERIOR ON ALL EXPOSED SIDES

BASE AS SCHEDULED

2'-1"

1/27/2018 4:03:21 PM

REFER TO ELEVATIONS FOR BACKSPLASH / SIDESPLASH AND COUNTER FINISH, 1-1/2" THICK SOLID SURFACE TO BE USED WHERE NOTED

SEE ELEVATION

2'-10"

REMOVEABLE 3/4" MDF PANEL W/ PLASTIC LAMINATE EXPOSED SIDES & EDGES; PROVIDE ZCLIPS FOR PANEL REMOVAL; NO EXPOSED FASTENERS

1'-7"

PLASTIC LAMINATE SUPPORT FRAME BETWEEN EA. SINK SECURED TO WOOD BLOCKING & WALL, SPACING = 3'-6" MAX.

312.913.10 10 Fax 913.19 17

Project Manager Faithful+Gould/Gilbane Street address, Suite # City, State, Zip 000-000-0000

TENANT

SEE PLANS

2'-0"

WOOD BLOCKING AS REQUIRED, TYP

1-1/2" SOLID SURFACE COUNTERTOP W/ BACKSPLASH / SIDESPLASH, UNLESS OTHERWISE NOTED

Scale: 1 1/2" = 1'-0"

SCHEDULED CEILING/ SOFFIT; REFER TO ELEVATIONS AND REFLECTED CEILING PLAN FOR LOCATIONS PLAM CLOSURE PANEL

2'-1"

SCHEDULED COUNTERTOP PROVIDE BACKSPLASH / SIDESPLASH WHEREVER HE COUNTER IS IN CONTACT WITH ADJACENT WALL

1'-9"

E4 Base Cabinet

Scale: 1" = 1'-0"

1'-0" UON

SCHEDULED SINK BOWL W/ REAR DRAIN OUTLET

C2 Tall Storage Cabinet

D5 Upper Cabinet w/o Closure Panel Scale: 1 1/2" = 1'-0"

FINISH FLOOR

G1 3"MICROWAVE1'-9"SHELF & WALL CABINET Scale: 1 1/2" = 1'-0"

MILLWORK DETAILS

Sheet Number:

FINISHED FLOOR

Scale: 1 1/2" = 1'-0"

C6 COUNTER ONLY W/O APRON

NOTE: REFERENCE PLUMBING FOR ADDITIONAL INFORMATION

2'-1" TYP. U.N.O.

140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03

CONSULTANTS

Cook Medical Group at Arlington Heights 3250 N. Arlington Heights Rd Suite 300 Arlington Heights,IL 60004

FINISHED FLOOR 3"

FINISHED FLOOR

4" UON

FINISH FLOOR

WRIGHT HE E R E MA | A R C H I T E C T S

www.wrightheeremaarchitects.com

SCHEDULED PULL

3'-6"

SEE ELEVATION

REFER TO ELEVATIONS FOR BACKSPLASH / SIDESPLASH AND COUNTER FINISH, 1-1/2" THICK SOLID SURFACE TO BE USED WHERE NOTED

REFER TO ELEVATION

7'-2"

1 1/2"

1-1/2" SOLID SURFACE COUNTERTOP W/ BACKSPLASH / SIDESPLASH, UNLESS OTHERWISE NOTED

HEIGHT MAY VARY, SEE ELEVATIONS

2'-1"

1'-9"

A555

F2 BASE CABINET Scale: 1 1/2" = 1'-0"

6400 Shafer Renovations

Professional Work - Wright Heerema Architect

The company that runs this building wanted to do renovations to the lobby, common areas in the basement, and elevator lobbies on most floors. My role in this project was to model the relevant portions of the existing building in Revit from old drawings and help with some modeling of the new areas. The image on the bottom left shows the portions of the building I modeled. The image on the top right is the Demo RCPs of the first and second floors and the image on the bottom right is the Demo plan of the lower level. Project Information: Firm: Wright Heerema Architects Date: Fall 2017 Supervisors: Maribeth Schwind

WRIGHT HE E R E MA | A R C H I T E C T S 140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03 312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

CONSULTANTS Building Manager Crossroads Partners 1300 E. Woodfield Road, Suite 150 Schaumburg, IL, 60173 847-239-7500 9'-0"

MEP/FP Engineer Company Name Street address, Suite # City, State, Zip 000-000-0000 Furniture Dealer Company Name Street address, Suite # City, State, Zip 000-000-0000 Audio Visual Consultant Company Name Street address, Suite # City, State, Zip 000-000-0000 Low Voltage Consultant Company Name Street address, Suite # City, State, Zip 000-000-0000

9'-0"

OWNER

FREE MARKET VENTURES Street address, Suite # City, State, Zip 000-000-0000

G:\School\College\Year 3\FS17\FS17 CO-OP\20170820 6400 Shafer Court - CENTRAL_2017-12-19_16.44.49\20170820 6400 Shafer Court - CENTRAL.rvt

FIRST FLOOR DEMO RCP

Scale: 1/8" = 1'-0"

SECOND FLOOR DEMO RCP Scale: 1/8" = 1'-0"

DEMOLITION NOTES REFERENCE LOCATIONS A.1 REFER TO SHEET [A001] FOR DRAWING SYMBOLS LEGEND AND [A002] FOR PROJECT GENERAL NOTES. A.2

B.12 REFER TO ENGINEERING AND CONSULTANT DOCUMENTATION FOR ADDITIONAL DEMOLITION INFORMATION.

REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION.

GENERAL B.1 DEMOLITION INCLUDES THE REMOVAL AND DISPOSAL OR SALVAGE OF ALL DEMOLISHED MATERIALS. PERFORM ALL DEMOLITION WORK THAT MAY BE REQUIRED OR NECESSARY TO A FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER OR NOT SHOWN OR SPECIFIED. EXACT EXTENT OF DEMOLITION MAY NOT BE SHOWN ON DRAWINGS.

COORDINATE SIZES OF NEW WALL OPENINGS IN EXISTING PARTITIONS WITH DIMENSIONS ON NEW PLAN LAYOUT, ELEVATIONS, DOOR SCHEDULE AND ANY DOOR ASSEMBLIES TO BE REUSED.

E.4

REMOVE AND SALVAGE ALL SIGNAGE FOR POSSIBLE REUSE; UNLESS OTHERWISE NOTED. PATCH AND REPAIR EXISTING SURFACES WHERE SALVAGED SIGNAGE IS NOT REINSTALLED.

THE CONTRACTOR SHALL VISIT THE SITE TO EXAMINE THE EXISTING AND SURROUNDING CONDITIONS, AND WILL QUALIFY ON HIS BID ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS.

B.3

DURING DEMOLITION THE AREA OF WORK WILL BE OCCUPIED AND WILL BE REQUIRED TO BE PHASED.

B.4

DURING DEMOLITION THE ADJACENT TENANT SPACES AND FLOORS ABOVE AND BELOW WILL BE OCCUPIED AND FULLY FUNCTIONAL. PROTECT EXISTING ADJACENT SPACES AND PUBLIC CORRIDORS FROM DAMAGE.

C.4

B.5

THE CONTRACTOR SHALL COVER AND PROTECT ALL EXISTING CONDITIONS TO REMAIN THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION WORK.

SALVAGE D.1 CONFIRM WITH BUILDING ENGINEER ANY DEMOLITION ITEMS TO BE SALVAGED AND RETURNED TO LANDLORD'S STOCK. UNWANTED ITEMS SHALL BE DISPOSED OF AT CONTRACTOR'S EXPENSE.

B.6

PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE EXCEPT THOSE ITEMS NOTED FOR SALVAGE OR RE-USE.

D.2

REMOVE DEBRIS AS WORK PROGRESSES. KEEP THE PREMISES BROOM CLEAN AND ACCESSIBLE AT THE END OF EVERY DAY; EACH TRADE TO COMPLY.

B.8

CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED FACILITIES.

B.9

C.3

AT PENETRATIONS OF FIRE RATED WALL, CEILING, FLOOR OR ROOF, CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED, FIRE RESISTANT MATERIAL, FULL THICKNESS OF THE CONSTRUCTION ELEMENT TO MAINTAIN FIRE RATING OF CONSTRUCTION ELEMENT IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION TEMPORARY LIGHTING IS TO BE PROVIDED, AS PER CODE, DURING AND AFTER DEMOLITION WORK IS COMPLETED

ITEMS TO BE SALVAGED FOR REUSE TO BE CLEANED AND, IF A LIGHT FIXTURE, TO BE RELAMPED PRIOR TO REUSE. INFORM ARCHITECT AND OWNER OF ANY DISCREPANCIES IN BETWEEN DRAWINGS AND SALVAGED FOR REUSE ITEMS AND OF DAMAGED OR INOPERABLE ITEMS. PROTECT SALVAGED FOR REUSE ITEMS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION.

D.3

ALL EXISTING FURNITURE REMOVAL TO BE BY OWNER.

D.4

THE GENERAL CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED BY OTHERS OF ALL MOVEABLE EQUIPMENT AND APPLIANCES IN ORDER TO ALLOW FOR DEMOLITION TO PROCEED. GC/CM SHALL NOTIFY OWNER IMMEDIATELY OF ANY SUCH CONDITIONS THAT PREVENTS PROCEEDING WITH DEMOLITION.

COORDINATE WITH BUILDING MANAGEMENT AND BUILDING RULES AND REGULATIONS FOR DOCK PROCEDURES, INCLUDING ELEVATOR TIMES AND NOISE RESTRICTIONS.

B.10 PROVIDE DUST AND SOUND PROTECTION/ SEPARATION AT ADJACENT OCCUPIED SPACES, OPENINGS TO THE PUBLIC CORRIDORS AND THE ELEVATOR LOBBY AND OTHER LOCATIONS AS REQUIRED DURING ALL PHASES OF WORK.

1/27/2018 4:20:58 PM

E.3

C.2

THE CONTRACTOR SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO ITS REMOVAL, TO INSURE SUCH REMOVAL DOES NOT IMPAIR THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE IMPAIRED, NOTIFY THE ARCHITECT IMMEDIATELY.

WALL / FLOOR E.1 PLUG/FILL ALL UNUSED FLOOR CORES WITH SIMILAR MATERIAL TO MATCH EXISTING ADJACENT CONDITION.

B.11 REFER TO REFLECTED CEILING DEMOLITION PLANS FOR EXTENT OF DEMOLITION TO THE CEILING.

E.5

ALL FLOORING FINISHES TO BE REMOVED PER DEMO PLANS; UNLESS OTHERWISE NOTED. DEMOLITION INCLUDES ASSOCIATED BUILDING MATERIALS, ADHESIVES, TACKLESS STRIPS, ETC. LEAVE BASE BUILDING FLOOR SLAB AND/OR RAISED FLOORING SYSTEM CLEAN AND LEVEL FOR NEW SPECIFIED FINISH APPLICATION.

E.6

ALL EXISTING WALL BASE TO BE REMOVED; UNLESS OTHERWISE NOTED. PATCH AND PREPARE EXISTING WALLS FOR NEW WALL BASE INSTALLATION.

E.7

EXISTING WINDOW TREATMENT TO [REMAIN AND BE PROTECTION WRAPPED THEN CLEANED DURING POST-CONSTRUCTION] [BE REMOVED FOR REPLACEMENT] [BE REMOVED AND SALVAGED WITH BAGGING/TAGGING OF EXISTING MINI-BLINDS [FOR RETURN TO BUILDING OWNER/MANAGEMENT] [TO BE REINSTALLED THEN CLEANED DURING POST-CONSTRUCTION]]; UNLESS OTHERWISE NOTED. [REPAIR OR REPLACE ALL DAMAGED OR MISSING WINDOW TREATMENT AS REQUIRED.]

REFLECTED CEILING F.1 DEMOLITION TO INCLUDE REMOVAL OF ABANDONED HANGERS, BRACKETS, SCREWS, CONNECTORS, CONDUIT, DUCTWORK, METAL PARTITION TRACK AND ANY OTHER UNUSED ITEMS SECURED TO THE UNDERSIDE OF THE SLAB. F.2

F.3

EXISTING [GYPSUM BOARD CEILINGS/ SOFFITS,] [AND] [SUSPENDED ACOUSTICAL CEILING SYSTEM] [SUSPENDED CEILING GRID] [TO REMAIN] [TO BE REMOVED]; UNLESS OTHERWISE NOTED. [IN NEW ROOMS WHERE THE WALL PARTITIONS EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE, MATCH THE EXISTING GRID SYSTEM TO REMAIN; REFER TO REFLECTED CEILING PLAN FOR LAYOUT.]

F.4

REMOVE EXISTING ACOUSTICAL CEILING PANELS FOR REPLACEMENT; UNLESS OTHERWISE NOTED.

KEY NOTES

D-X

EXISTING PERIMETER WALL PARTITIONS, COLUMN ENCLOSURES AND INTERIOR WALL PARTITIONS TO REMAIN, UNLESS OTHERWISE NOTED. CAREFULLY REMOVE ANY EXISTING WALL COVERING, WALL PAPER OR OTHER TEXTURED FINISH. PREPARE WALLS FOR NEW WALL FINISH AS SPECIFIED.

SAFETY / BUILDING CODES C.1 THE EXISTING SPRINKLER SYSTEM IS TO REMAIN IN SERVICE FOR THE DURATION OF DEMOLITION PHASE. EXISTING SPRINKLER HEADS MAY BE RELOCATED TO ACCOMMODATE NEW ARCHITECTURAL LAYOUT. SEE SPRINKLER DRAWINGS BY OTHERS.

B.2

B.7

E.2

BASE BUILDING ALTERATIONS

6400 Shafer Court ROSEMONT, IL

21'-0"

F.5

PATCH AND REPAIR ALL EXISTING GYPSUM BOARD CEILING/ SOFFIT SURFACES [AND SUSPENDED CEILING GRID] TO A LIKE NEW CONDITION WHETHER DAMAGE IS EXISTING OR A RESULT OF DEMOLITION/ CONSTRUCTION ACTIVITIES.

MEP/FP G.1 GENERAL CONTRACTOR TO INSTALL A TEMPORARY FILTER ON THE RETURN AIR DUCT SOURCE BEFORE STARTING DEMOLITION; SEE BUILDING ENGINEER FOR ADEQUATE LOCATION G.2

G.3

MAINTAIN ALL EXISTING SERVICES IN USE AT ALL TIMES UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE TENANT, OWNER OR BUILDING MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICE. COORDINATE INTERRUPTION OF SERVICES WITH BUILDING AND CLIENT PRIOR TO INTERRUPTING ANY SERVICE. PERMANENTLY RECONNECT ANY SERVICE INTERRUPTION BY DEMOLITION OR ALTERATION WORK, WITHIN AND OUTSIDE THE SCOPE OF WORK. REFER TO THE BUILDING RULES AND REGULATIONS. WHERE EXISTING ELECTRICAL EQUIPMENT DESIGNATED TO BE REMOVED, IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS AND DEVICES. ALL WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY REMOVAL. CONDUIT THAT IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED. IN SUCH CASE CONTRACTOR SHALL PULL ALL WIRE FROM THE CONDUIT AND REMOVE ALL ITEMS PROTRUDING FROM THE FINISHED SURFACE.

G.4

REMOVAL OF HVAC DUCTWORK, PLUMBING LINES OR ELECTRICAL CONDUIT AND WIRING SHALL INCLUDE REMOVAL OF SERVICE BACK TO THE NEAREST JUNCTION, BRANCH, OR CONNECTION, WHETHER THIS OCCURS WITHIN THE PROJECT SPACE OR NOT. COORDINATE THIS EFFORT WITH THE BUILDING OWNER / MANAGEMENT AND WITH LOCAL GOVERNING REGULATIONS. CAP ALL UNUSED LINES. COORDINATE WITH THE ENGINEERING DRAWINGS.

G.5

WHERE EXISTING PARTITIONS CONTAIN ELECTRICAL OUTLETS OR SWITCHES, COORDINATE DEMOLITION OF PARTITIONS WITH ELECTRICAL CONTRACTOR. ALL ELECTRICAL TERMINATIONS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR.

G.6

REMOVE ALL SWITCH PLATES, SWITCHES, WALL PLATES AND POWER RECEPTACLES, THAT DO NOT MATCH THE TYPICAL FINISHES AS DESIGNATED POWER/DATA DRAWINGS TO BE REPLACED WITH NEW; UNLESS OTHERWISE NOTED.

G.7

ALL BUILDING STANDARD CONVECTORS OR ELECTRIC BASE BOARDS TO BE PROTECTED AND SEALED DURING DEMOLITION

G.8

G.C. MUST NOTIFY BUILDING MANAGER OR CHIEF ENGINEER OF ALL WORK WHICH MAY AFFECT THE BASE BUILDING SYSTEMS AND OBTAIN ALL APPROVALS PRIOR TO COMMENCEMENT OF THIS WORK.

G.9

ALL REMOVAL OF DUCTWORK, EQUIPMENT & CABLING, AND/OR SHUT DOWN OF ANY SYSTEM INCLUDING PLUMBING, HEATING, ELECTRICAL, AIR CONDITIONING, ETC. SHALL BE COORDINATED WITH THE BUILDING MANAGEMENT AND OWNER.

CONSTRUCTION MANAGER / CONTRACTOR

G.10 ALL DEMOLITION WORK REGARDING "FIRE SAFETY EQUIPMENT" MUST BE COORDINATED WITH BUILDING MANAGEMENT FOR THE DISCONNECT OF THE APPROPRIATE FIRE ALARM EQUIPMENT. ALL NECESSARY FIRE SAFETY EQUIPMENT AND ASSOCIATED CONDUIT & WIRING SHALL BE PROTECTED DURING DEMOLITION. ALL FIRE SAFETY EQUIPMENT SHALL BE KEPT IN FULL OPERATING ORDER AT ALL THE TIMES. FLOOR & ELEVATOR LOBBY TO HAVE ADEQUATE COVERAGE.

LABEL HERE

Company Name Street address, Suite # City, State, Zip 000-000-0000

RECYCLING H.1 CEILING TILES/ PANELS WILL BE RECYCLED; COORDINATE REQUIREMENTS WITH NEW CEILING MANUFACTURER. H.2

CARPET WILL BE RECYCLED; COORDINATE REQUIREMENTS WITH NEW CARPET MANUFACTURER.

H.3

IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REMOVE, TRANSPORT AND DISPOSE OF DEBRIS. MINIMUM 50% OF ALL DEBRIS CREATED ON THE JOB SITE SHALL BE RECYCLED ACCORDING TO CHICAGO CODE.

Architect's Project Number:

20170820

Issue Date:

Sheet Title:

FIRST AND SECOND FLOOR DEMOLITION N RCP PLAN Sheet Number:

AD120-01

A WRIGHT HE E R E MA | A R C H I T E C T S 140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03 312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

CONSULTANTS Building Manager Crossroads Partners 1300 E. Woodfield Road, Suite 150 Schaumburg, IL, 60173 847-239-7500

OWNER

C 6'-0 1/4"

FREE MARKET VENTURES Street address, Suite # City, State, Zip 000-000-0000

BASE BUILDING ALTERATIONS

6400 Shafer Court ROSEMONT, IL

11'-0 1/2"

1/27/2018 4:20:52 PM

G:\School\College\Year 3\FS17\FS17 CO-OP\20170820 6400 Shafer Court - CENTRAL_2017-12-19_16.44.49\20170820 6400 Shafer Court - CENTRAL.rvt

LOWER LEVEL DEMO PLAN Scale: 1/8" = 1'-0"

DEMOLITION LEGEND DEMO WALL EXISTING WALL DEMO DOOR EXISTING DOOR

AREA NOT IN CONTRACT

DEMOLITION NOTES REFERENCE LOCATIONS A.1 REFER TO SHEET [A001] FOR DRAWING SYMBOLS LEGEND AND [A002] FOR PROJECT GENERAL NOTES. A.2

REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION.

E.2

E.3

COORDINATE SIZES OF NEW WALL OPENINGS IN EXISTING PARTITIONS WITH DIMENSIONS ON NEW PLAN LAYOUT, ELEVATIONS, DOOR SCHEDULE AND ANY DOOR ASSEMBLIES TO BE REUSED.

C.2

E.4

REMOVE AND SALVAGE ALL SIGNAGE FOR POSSIBLE REUSE; UNLESS OTHERWISE NOTED. PATCH AND REPAIR EXISTING SURFACES WHERE SALVAGED SIGNAGE IS NOT REINSTALLED.

E.5

E.6

ALL EXISTING WALL BASE TO BE REMOVED; UNLESS OTHERWISE NOTED. PATCH AND PREPARE EXISTING WALLS FOR NEW WALL BASE INSTALLATION.

E.7

B.12 REFER TO ENGINEERING AND CONSULTANT DOCUMENTATION FOR ADDITIONAL DEMOLITION INFORMATION.

B.2

THE CONTRACTOR SHALL VISIT THE SITE TO EXAMINE THE EXISTING AND SURROUNDING CONDITIONS, AND WILL QUALIFY ON HIS BID ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS.

B.3

DURING DEMOLITION THE AREA OF WORK WILL BE OCCUPIED AND WILL BE REQUIRED TO BE PHASED.

B.4

DURING DEMOLITION THE ADJACENT TENANT SPACES AND FLOORS ABOVE AND BELOW WILL BE OCCUPIED AND FULLY FUNCTIONAL. PROTECT EXISTING ADJACENT SPACES AND PUBLIC CORRIDORS FROM DAMAGE.

C.4

B.5

THE CONTRACTOR SHALL COVER AND PROTECT ALL EXISTING CONDITIONS TO REMAIN THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION WORK.

SALVAGE D.1 CONFIRM WITH BUILDING ENGINEER ANY DEMOLITION ITEMS TO BE SALVAGED AND RETURNED TO LANDLORD'S STOCK. UNWANTED ITEMS SHALL BE DISPOSED OF AT CONTRACTOR'S EXPENSE.

B.6

PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE EXCEPT THOSE ITEMS NOTED FOR SALVAGE OR RE-USE.

D.2

B.7

REMOVE DEBRIS AS WORK PROGRESSES. KEEP THE PREMISES BROOM CLEAN AND ACCESSIBLE AT THE END OF EVERY DAY; EACH TRADE TO COMPLY.

B.8

CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED FACILITIES.

B.9

COORDINATE WITH BUILDING MANAGEMENT AND BUILDING RULES AND REGULATIONS FOR DOCK PROCEDURES, INCLUDING ELEVATOR TIMES AND NOISE RESTRICTIONS.

B.10 PROVIDE DUST AND SOUND PROTECTION/ SEPARATION AT ADJACENT OCCUPIED SPACES, OPENINGS TO THE PUBLIC CORRIDORS AND THE ELEVATOR LOBBY AND OTHER LOCATIONS AS REQUIRED DURING ALL PHASES OF WORK. B.11 REFER TO REFLECTED CEILING DEMOLITION PLANS FOR EXTENT OF DEMOLITION TO THE CEILING.

C.3

D.3

ALL EXISTING FURNITURE REMOVAL TO BE BY OWNER.

D.4

WALL / FLOOR E.1 PLUG/FILL ALL UNUSED FLOOR CORES WITH SIMILAR MATERIAL TO MATCH EXISTING ADJACENT CONDITION.

F.3

F.4

EXISTING [LIGHT FIXTURES,] [SPEAKERS,] [CEILING MOUNTED EQUIPMENT,] [EXIT SIGNS,] [AND][LIFE SAFETY DEVICES] [TO REMAIN] [TO BE REMOVED AND SALVAGED FOR POSSIBLE REUSE] [TO BE CAREFULLY REMOVED AND RETURNED TO BUILDING OWNER FOR ATTIC STOCK]; UNLESS OTHERWISE NOTED. [ALL ELECTRICAL TERMINATIONS TO BE PERFORMED BY ELECTRICAL CONTRACTOR.] EXISTING [GYPSUM BOARD CEILINGS/ SOFFITS,] [AND] [SUSPENDED ACOUSTICAL CEILING SYSTEM] [SUSPENDED CEILING GRID] [TO REMAIN] [TO BE REMOVED]; UNLESS OTHERWISE NOTED. [IN NEW ROOMS WHERE THE WALL PARTITIONS EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE, MATCH THE EXISTING GRID SYSTEM TO REMAIN; REFER TO REFLECTED CEILING PLAN FOR LAYOUT.] REMOVE EXISTING ACOUSTICAL CEILING PANELS FOR REPLACEMENT; UNLESS OTHERWISE NOTED.

D-X F.5

PATCH AND REPAIR ALL EXISTING GYPSUM BOARD CEILING/ SOFFIT SURFACES [AND SUSPENDED CEILING GRID] TO A LIKE NEW CONDITION WHETHER DAMAGE IS EXISTING OR A RESULT OF DEMOLITION/ CONSTRUCTION ACTIVITIES.

MEP/FP G.1 GENERAL CONTRACTOR TO INSTALL A TEMPORARY FILTER ON THE RETURN AIR DUCT SOURCE BEFORE STARTING DEMOLITION; SEE BUILDING ENGINEER FOR ADEQUATE LOCATION G.2

G.3

G.4

G.5

G.6

REMOVE ALL SWITCH PLATES, SWITCHES, WALL PLATES AND POWER RECEPTACLES, THAT DO NOT MATCH THE TYPICAL FINISHES AS DESIGNATED POWER/DATA DRAWINGS TO BE REPLACED WITH NEW; UNLESS OTHERWISE NOTED.

G.7

ALL BUILDING STANDARD CONVECTORS OR ELECTRIC BASE BOARDS TO BE PROTECTED AND SEALED DURING DEMOLITION

G.8

G.C. MUST NOTIFY BUILDING MANAGER OR CHIEF ENGINEER OF ALL WORK WHICH MAY AFFECT THE BASE BUILDING SYSTEMS AND OBTAIN ALL APPROVALS PRIOR TO COMMENCEMENT OF THIS WORK.

G.9

KEY NOTES

CARPET WILL BE RECYCLED; COORDINATE REQUIREMENTS WITH NEW CARPET MANUFACTURER.

H.3

IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REMOVE, TRANSPORT AND DISPOSE OF DEBRIS. MINIMUM 50% OF ALL DEBRIS CREATED ON THE JOB SITE SHALL BE RECYCLED ACCORDING TO CHICAGO CODE.

CONSTRUCTION MANAGER / CONTRACTOR LABEL HERE

Company Name Street address, Suite # City, State, Zip 000-000-0000 Architect's Project Number:

20170820

Issue Date:

Sheet Title:

LOWER LEVEL DEMOLITION PLAN

Sheet Number:

AD110-00

Meade Electric

Professional Work - Wright Heerema Architects

WHA was commissioned to renovate the interior of this building. My role was to model the existing shell and core conditions in Revit from old drawings, photos, and a site visit. After modeling the existing conditions the model was given to a designer to incorporate the new work. Project Information: Firm: Wright Heerema Architects Date: Fall 2017 Supervisors: Maribeth Schwind

T/ STRUCTURE 17'-4"

LEVEL 2 9'-0"

LEVEL 1 0'-0"

North Elevation

Scale: 1/8" = 1'-0"

T/ STRUCTURE 17'-4"

LEVEL 2 9'-0"

LEVEL 1 0'-0"

South Elevation

7 A102

Scale: 1/8" = 1'-0"

T/ STRUCTURE 17'-4"

LEVEL 2 9'-0"

LEVEL 1 0'-0"

East Elevation

5 A102

6 A102

Scale: 1/8" = 1'-0"

T/ STRUCTURE 17'-4"

LEVEL 2 9'-0"

LEVEL 1 0'-0"

West Elevation

4 C

3'-8"

2'-5"8"

LEVEL 1 0'-0"

10'-0"

T/ STRUCTURE 17'-4"

LEVEL 2 9'-0"

LEVEL 1 0'-0"

LEVEL 1 0'-0" 6'-6"

12'-0"

Typical Bay

16'-11"

7'-2"

5'-11"

3'-4"

1'-2"

1'-0" 1'-0"

1'-2" 2'-0"1'-11"2'-0"

1'-9"1'-9"1'-10"

1'-2" 1'-2" 1'-6"

T/ STRUCTURE 17'-4"

13'-0"

2'-7 1/4"

12'-0"

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

8" 3'-4" 8" 3'-8" 4"

2'-4 3/4"

LEVEL 2 9'-0"

Scale: 1/8" = 1'-0"

Garage Bay

Door Bay

Scale: 1/8" = 1'-0"

Main Entry Scale: 1/8" = 1'-0"

36'-0" 4'-0"

4'-0"

Typical Bay Scale: 1/4" = 1'-0"

36'-0" 4'-0"

4'-8"

4'-9"

4'-0"

Door Bay Scale: 1/4" = 1'-0"

13'-0"

7'-1"

3'-4"

6'-6"

13'-0"

3'-10"

1'-0"

10'-0"

16'-11"

12'-1"

7'-1"

6'-6"

Loading Door Bay Scale: 1/4" = 1'-0"

36'-0"

1/1 6"

1'3"

8'10

5'-10"

4'-0"

6'-1" 30'-1"

2'-9"

1'3"

1'-8"

5 1

Main Entry Scale: 1/4" = 1'-0"

7 3

230 West Monroe

Professional Work - Wright Heerema Architects

WRIGHT HE E R E MA | A R C H I T E C T S 140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03 312.913.10 10 Fax 913.19 17 www.wrightheeremaarchitects.com

CONSULTANTS

Project Manager Company Name Street address, Suite # City, State, Zip 000-000-0000 MEP/FP Engineer Company Name Street address, Suite # City, State, Zip 000-000-0000 Furniture Dealer Company Name Street address, Suite # City, State, Zip 000-000-0000

Audio Visual Consultant Company Name Street address, Suite # City, State, Zip 000-000-0000 Low Voltage Consultant Company Name Street address, Suite # City, State, Zip 000-000-0000

OWNER Cushman & Wakefield 225 W Wacker Dr #3000, Chicago, IL 60606 (312) 470-1800

1/27/2018 5:15:06 PM

G:\School\College\Year 3\FS17\FS17 CO-OP\20170170 200 230 W Monroe - CENTRAL_2017-12-8_17.31.34\20170170 200 230 W Monroe - CENTRAL.rvt

BUILDING PERMIT

200 230 W MONROE 230 W MONROE ST CHICAGO, IL 60606

1ST FLOOR REFLECTED CEILING PLAN Scale: 1/8" = 1'-0"

LEGEND

Ceiling Schedule TAG

SIZE MANUFACTURER

ACT-1 GYP-1 WD-1 GYP-1

TILE STYLE

GRID

GRID EDGE

GENERAL NOTES

TRIM WHEN TILE EDGE IN CORNERS REMARKS CONTACT

ACT CEILING DRYWALL CEILING WOOD CEILING DRYWALL CEILING

REFERENCE LOCATIONS A.1 REFER TO SHEET A001 FOR DRAWING SYMBOLS LEGEND AND A002 FOR PROJECT GENERAL NOTES.

ACT-1 ACT CEILING @ 8'-0" AFF, UON

GENERAL B.1 ALL NEW LAMPS TO BE FROM A SINGLE SUPPLIER.

GYP-1 DRYWALL CEILING @ 8'-0" AFF, UON

DRYWALL CEILING

WD-1 -

B.2

WOOD CEILING @ 8'-0" AFF, UON

TAG

ITEM

SIZE

MANUFACTURER

55LA-2-12/27-R

Philips Chloride

55LA-2-12/27-R

Philips Chloride

MODEL

LAMP

55LA-2-12/27- LED R 55LA-2-12/27- LED R

C.2

ALL SUSPENDED ACOUSTICAL CEILING [GRID] [AND PANELS] ARE [EXISTING TO REMAIN] [NEW], UON. [REPLACE DAMAGED AND/OR MISSING CEILING PANELS AS REQUIRED.]

C.3

[ALIGN NEW FIXT. WITH ADJ. FIXT., DEVICES, OR SPRINKLER HEADS IN A RUN/ ROW OF FIXT., DEVICES OR SPRINKLER HEADS, UON.]

INTEGRAL AIR RETURN REMARKS

Red

WHEN MULTIPLE SWITCHES ARE LOCATED ADJACENT TO EACH OTHER, GANG THEM TOGETHER WITHIN A SINGLE COVER PLATE.

F.4

[LIGHTS IN OPEN AREAS TO BE CONTROLLED VIA CEILING MOUNTED MOTION/OCCUPANCY SENSORS] [LIGHTS IN OPEN AREAS TO BE CONTROL VIA GANGED SWITCHES AT ENTRY. REFER TO PLAN FOR LOCATIONS]. REFER TO ENGINEERING DWGS FOR SPECIFICATIONS [AND LOCATIONS OF SENSORS].

[REPLACE ALL DAMAGED ACOUSTICAL CEILING TILE WITH BUILDING STOCK OR NEW TO MATCH EXISTING, AS REQUIRED. EXISTING CEILING GRID TO REMAIN]

F.5

REFER TO ENGINEERING DWGS FOR DIMMING AND MASTER OVERRIDE CONTROLS. REFER TO ARCHITECTURAL RCP FOR LOCATIONS.

F.6

UON, LIGHT SWITCH COVER PLATE FINISH SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR IN SEMI-GLOSS FINISH. SUBMIT COLOR OPTIONS FOR SWITCH DEVISE TO ARCHITECT PRIOR TO INSTALLATION.

F.7

UON, LIGHT SWITCH COVER PLATE FOR DEVICES MOUNTED ON FABRIC WRAPPED PANELS, MILLWORK, WALL TILED SURFACES OR SPECIALTY SURFACES TO BE STAINLESS STEEL WITH A GRAY DEVICE INSERT.

F.8

VERTICALLY STACK LIGHT SWITCHES, THERMOSTATS AND VISUAL STROBES. REFER TO STANDARD MOUNTING HEIGHT ELEVATIONS.

ALL EXPOSED OPEN CEILINGS AND EXPOSED FULL HEIGHT EXISTING/NEW GYP. BD. WALL PARTITIONS ARE TO BE CLEANED AND PREPPED TO RECEIVE NEW PAINT/FINISHES; REFER TO FINISH PLAN FOR GYPSUM BOARD CEILING PAINT. ALL MECHANICAL DUCTS, SPRINKLER PIPES AND ELECTRICAL CONDUITS TO BE PAINTED P-XX WHEN LOCATED IN OPEN CEILINGS. UON.

LAYOUT E.1 CENTER ALL CEILING MOUNTED LIGHT FIXTURES, LIFE SAFETY DEVICES, AND SPEAKERS IN THE CENTER OF THE CEILING TILES IN BOTH DIRECTIONS UON.

G.4

KEY NOTES

EXIT SIGNAGE IS TO COMPLY WITH LOCAL CODE. HOUSING TO BE RECESSED INTO CEILING AND GLASS TO BE FRAME-LESS.

CONSTRUCTION MANAGER / CONTRACTOR

COORDINATION WITH EXISTING SYSTEMS H.1 ISOLATE CEILING ASSEMBLIES WHERE THEY ABUT OR ARE PENETRATED BY BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. H.2

LABEL HERE

Company Name Street address, Suite # City, State, Zip 000-000-0000

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CEILING HEIGHTS. IF A DISCREPANCY ARISES IT IS THE RESPONSIBILITY OF CONTRACTOR TO CONTACT ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK.

Architect's Project Number:

COORDINATION WITH OTHER TRADES I.1 MECHANICAL AND ELECTRICAL DEVICES INDICATED ON ARCHITECTURAL DRAWINGS ARE FOR REFERENCE AND COORDINATION PURPOSES ONLY. UNLESS OTHERWISE NOTED, REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. LOCATIONS ON ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ENGINEERING DOCUMENTS.

[REWORK CEILING GRID AS REQUIRED FOR NEW WORK. NEW CEILING GRID AND TILE TO MATCH EXISTING. REFER TO FLOOR PLAN AND PARTITION TYPES FOR INFORMATION.]

D.3

LAMP TEMPERATURE: [MATCH EXISTING] [3500K] TRIM: GC TO COORDINATE ALL RECESSED FIXTURE TRIMS WITH CEILING TYPE BALLASTS: GC/ ELECTRICAL SUB TO COORDINATE ALL BALLASTS WITH SPECIFIED DIMMING AND/OR LIGHTING CONTROL SYSTEMS MOUNTING: GC TO PROVIDE ADDITIONAL CEILING GRID TEES AND MAINS AS REQUIRED FOR LOCATION OF FIXTURE AS SHOWN IN PLANS VOLTAGE: REFER TO ENGINEERING DOCUMENTS CHICAGO PLENUM: ALL FIXTURES WHEN INSTALLED WITHIN THE CITY OF CHICAGO TO COMPLY WITH CHICAGO PLENUM REQUIREMENTS.

F.3

C.5

FINISHES D.1 PROVIDE LEVEL 5 FINISH @ ALL GYP.BD. CEILINGS ABOVE A LIGHT COVE.

Red

ALL NEW ROOMS ARE TO RECEIVE INDIVIDUAL LIGHT SWITCHES, UON. [LIGHTS TO BE CONTROLLED VIA WALL MOUNTED LIGHT SWITCH/ MOTION SENSORS]. REFER TO ENGINEERING DWGS. ANY MOTION SENSORS SHOWN ADJACENT TO DOORWAYS SHALL BE INSTALLED AS REQ'D AWAY FROM DOORWAY TO INSURE OPERATION OF DOOR WILL NOT IMPEDE THE OPERATION OF MOTION SENSORS.

C.4

D.2

NOTES:

F.2

SALVAGE / RELOCATION / NEW ITEMS C.1 ALL LIGHT FIXTURES ARE [NEW] [EXISTING TO BE RELOCATED] [EXISTING TO REMAIN], UNLESS OTHERWISE NOTED. CLEAN AND [RE-LAMP] ALL LIGHT FIXTURES TO REMAIN.

Reflected Ceiling Lighting Schedule LENS / HOUSING COLOR DIMMING

CONTRACTOR TO USE ARCHITECTURAL REFLECTED CEILING PLANS AS BASIS OF DESIGN AND LIGHT FIXTURE COUNT, STYLE & LOCATION

R-X

LIGHT CONTROLS F.1 ALL LIGHT SWITCHES TO BE MOUNTED AT 40? AFF UON. [CONFIRM HGT. MEETS LOCAL CODE] GANG SWITCHES TOGETHER WITHIN SAME COVER PLATE IF/WHEN POSSIBLE. SWITCHES SHOWN FOR LOCATION REFERENCE ONLY. ENGINEERS TO DETERMINE APPROPRIATE NUMBER OF REQUIRED SWITCHES.

LIFE SAFETY G.1 ALL SPRINKLER HEADS TO BE RECESSED/CAPPED STYLE AND WHITE AT ACT CEILINGS WHEN ALLOWED BY CODE.

I.2

LOCATION OF ALL FIRE SPEAKER/STROBE AND THERMOSTATS TO BE ACCEPTED BY ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL ON PANELED, FEATURE WALLS OR BEHIND FURNITURE PANELS. COORDINATE WITH ARCHITECT AND FURNITURE INSTALLER PRIOR TO INSTALLATION.

I.3

REFER TO THE ENGINEER'S DOCUMENTS FOR COORDINATION OF NEW AND RELOCATED FIRE PROTECTION, HVAC, COMMUNICATION, PAGING, AND CEILING DEVICES.

I.4

REFER TO ENGINEERING DRAWINGS, DEMOLITION PLANS, CONSTRUCTION PLANS, POWER AND COMMUNICATION PLANS AND FINISH PLANS FOR OTHER WORK THAT MAY OCCUR AT THESE AREAS.

I.5

GENERAL CONTRACTOR TO CLEAN/WIPE DUST FROM TOPS OF EXPOSED MECHANICAL DUCTS AND LIGHT FIXTURES PRIOR TO FURNITURE INSTALLATION.

I.6

IF FURNITURE OR FINISHES HAVE BEEN INSTALLED PRIOR TO CEILING/LIGHT FIXTURE WORK, ALL FURNITURE/FINISHES & MILLWORK SHALL BE PROTECTED FROM DUST, DEBRIS AND DAMAGE DURING CEILING WORK.

G.2

COORDINATE FINISH AT SPRINKLER HEAD COVERS WHEN LOCATED AT DRYWALL AND SPECIALTY CEILINGS WITH ARCHITECT PRIOR TO INSTALLATION.

I.7

REFER TO FINISH LEGEND FOR SPECIFICATIONS ON WINDOW SHADES. COORDINATE POWER REQUIREMENTS WITH ENGINEERING DWGS.

G.3

FOR EXISTING BUILDING SERVICES/ USER SWITCHES RELOCATION, SEE ENGINEERING DRAWINGS.

I.8

REFER TO ENGINEERING DWGS FOR EXIT SIGN LOCATIONS AND EMERGENCY LIGHT LAYOUT

I.9

COORDINATE LOCATIONS AND TYPES OF ACCESS COVERS WITH ARCHITECT PRIOR TO INSTALLATION.

20170170

Issue Date:

Sheet Title:

1ST FLOOR REFLECTED CEILING PLAN Sheet Number:

A120-01

WRIGHT HE E R E MA | A R C H I T E C T S 140 S. Dearborn St. Suite 200 C h i c a g o , I l l i n o i s 6 0 6 03 312.913.10 10 Fax 913.19 17

www.wrightheeremaarchitects.com

CONSULTANTS Project Manager Company Name Street address, Suite # City, State, Zip 000-000-0000

ELEV. LOBBY

102

103

MEP/FP Engineer Company Name Street address, Suite # City, State, Zip 000-000-0000

Furniture Dealer Company Name Street address, Suite # City, State, Zip 000-000-0000 Audio Visual Consultant Company Name Street address, Suite # City, State, Zip 000-000-0000 Low Voltage Consultant Company Name Street address, Suite # City, State, Zip 000-000-0000

C LOBBY 101

OWNER Cushman & Wakefield 225 W Wacker Dr #3000, Chicago, IL 60606 (312) 470-1800

1/27/2018 4:39:05 PM

G:\School\College\Year 3\FS17\FS17 CO-OP\20170170 200 230 W Monroe - CENTRAL_2017-12-8_17.31.34\20170170 200 230 W Monroe - CENTRAL.rvt

BUILDING PERMIT

200 230 W MONROE 230 W MONROE ST CHICAGO, IL 60606

1ST FLOOR DEMOLITION PLAN Scale: 1/8" = 1'-0"

REFERENCE LOCATIONS A.1 REFER TO SHEET [AX.XX] FOR DRAWING SYMBOLS LEGEND AND [AX.XX] FOR PROJECT GENERAL NOTES. A.2

REFER TO SHEET [AX.XX] FOR SCHEDULES.

A.3

REFER TO ELEVATIONS FOR ADDITIONAL INFORMATION.

C.4

TEMPORARY LIGHTING IS TO BE PROVIDED, AS PER CODE, DURING AND AFTER DEMOLITION WORK IS COMPLETED

F.4

REMOVE EXISTING ACOUSTICAL CEILING PANELS FOR REPLACEMENT; UNLESS OTHERWISE NOTED.

SALVAGE D.1 CONFIRM WITH BUILDING ENGINEER ANY DEMOLITION ITEMS TO BE SALVAGED AND RETURNED TO LANDLORD'S STOCK. UNWANTED ITEMS SHALL BE DISPOSED OF AT CONTRACTOR'S EXPENSE.

F.5

PATCH AND REPAIR ALL EXISTING GYPSUM BOARD CEILING/ SOFFIT SURFACES [AND SUSPENDED CEILING GRID] TO A LIKE NEW CONDITION WHETHER DAMAGE IS EXISTING OR A RESULT OF DEMOLITION/ CONSTRUCTION ACTIVITIES.

D.2

B.2

THE CONTRACTOR SHALL VISIT THE SITE TO EXAMINE THE EXISTING AND SURROUNDING CONDITIONS, AND WILL QUALIFY ON HIS BID ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS.

D.3

ALL EXISTING FURNITURE REMOVAL TO BE BY OWNER.

D.4

B.3

DURING DEMOLITION THE AREA OF WORK WILL BE [UNOCCUPIED] [OCCUPIED] [AND] [WILL BE REQUIRED TO BE PHASED].

B.4

DURING DEMOLITION THE ADJACENT TENANT SPACES AND FLOORS ABOVE AND BELOW WILL BE [UNOCCUPIED.] [OCCUPIED AND FULLY FUNCTIONAL.] PROTECT EXISTING ADJACENT SPACES AND PUBLIC CORRIDORS FROM DAMAGE.

B.5

THE CONTRACTOR SHALL COVER AND PROTECT ALL EXISTING CONDITIONS TO REMAIN THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION WORK.

B.6

PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE EXCEPT THOSE ITEMS NOTED FOR SALVAGE OR RE-USE.

B.7

REMOVE DEBRIS AS WORK PROGRESSES. KEEP THE PREMISES BROOM CLEAN AND ACCESSIBLE AT THE END OF EVERY DAY; EACH TRADE TO COMPLY.

B.8

CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED FACILITIES.

B.9

B.10 PROVIDE DUST AND SOUND PROTECTION/ SEPARATION AT [ADJACENT OCCUPIED SPACES,] [OPENINGS TO THE PUBLIC CORRIDORS] [AND] [THE ELEVATOR LOBBY] AND OTHER LOCATIONS AS REQUIRED DURING ALL PHASES OF WORK.

E.2

C.2

C.3

E.3

COORDINATE SIZES OF NEW WALL OPENINGS IN EXISTING PARTITIONS WITH DIMENSIONS ON NEW PLAN LAYOUT, ELEVATIONS, DOOR SCHEDULE AND ANY DOOR ASSEMBLIES TO BE REUSED.

E.4

REMOVE AND SALVAGE ALL SIGNAGE FOR POSSIBLE REUSE; UNLESS OTHERWISE NOTED. PATCH AND REPAIR EXISTING SURFACES WHERE SALVAGED SIGNAGE IS NOT REINSTALLED.

E.5

ALL FLOORING FINISHES [TO REMAIN] [TO BE REMOVED]; UNLESS OTHERWISE NOTED. [DEMOLITION INCLUDES ASSOCIATED BUILDING MATERIALS, ADHESIVES, TACKLESS STRIPS, ETC. LEAVE BASE BUILDING FLOOR SLAB AND/OR RAISED FLOORING SYSTEM CLEAN AND LEVEL FOR NEW SPECIFIED FINISH APPLICATION.]

E.6

ALL EXISTING WALL BASE [TO REMAIN] [TO BE REMOVED]; UNLESS OTHERWISE NOTED. [PATCH AND PREPARE EXISTING WALLS FOR NEW WALL BASE INSTALLATION.]

E.7

B.12 REFER TO ENGINEERING AND CONSULTANT DOCUMENTATION FOR ADDITIONAL DEMOLITION INFORMATION. SAFETY / BUILDING CODES C.1 THE EXISTING SPRINKLER SYSTEM IS TO REMAIN IN SERVICE FOR THE DURATION OF DEMOLITION PHASE. EXISTING SPRINKLER HEADS MAY BE RELOCATED TO ACCOMMODATE NEW ARCHITECTURAL LAYOUT. SEE SPRINKLER DRAWINGS BY OTHERS.

G.2

F.3

D-X

KEY NOTES

CONSTRUCTION MANAGER / CONTRACTOR LABEL HERE

G.3

WHERE EXISTING ELECTRICAL EQUIPMENT DESIGNATED TO BE REMOVED, IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS AND DEVICES. ALL WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY REMOVAL. CONDUIT THAT IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED. IN SUCH CASE CONTRACTOR SHALL PULL ALL WIRE FROM THE CONDUIT AND REMOVE ALL ITEMS PROTRUDING FROM THE FINISHED SURFACE.

G.4

WALL / FLOOR E.1 PLUG/FILL ALL UNUSED FLOOR CORES WITH SIMILAR MATERIAL TO MATCH EXISTING ADJACENT CONDITION.

COORDINATE WITH BUILDING MANAGEMENT AND BUILDING RULES AND REGULATIONS FOR DOCK PROCEDURES, INCLUDING ELEVATOR TIMES AND NOISE RESTRICTIONS.

B.11 [REFER TO REFLECTED CEILING DEMOLITION PLANS FOR EXTENT OF DEMOLITION TO THE CEILING].

MEP/FP G.1 GENERAL CONTRACTOR TO INSTALL A TEMPORARY FILTER ON THE RETURN AIR DUCT SOURCE BEFORE STARTING DEMOLITION; SEE BUILDING ENGINEER FOR ADEQUATE LOCATION

G.5

G.6

[REMOVE ALL SWITCH PLATES, SWITCHES, WALL PLATES AND POWER RECEPTACLES, THAT DO NOT MATCH THE TYPICAL FINISHES AS DESIGNATED POWER/DATA DRAWINGS TO BE REPLACED WITH NEW; UNLESS OTHERWISE NOTED].

G.7

ALL BUILDING STANDARD CONVECTORS OR ELECTRIC BASE BOARDS TO BE PROTECTED AND SEALED DURING DEMOLITION

G.8

G.C. MUST NOTIFY BUILDING MANAGER OR CHIEF ENGINEER OF ALL WORK WHICH MAY AFFECT THE BASE BUILDING SYSTEMS AND OBTAIN ALL APPROVALS PRIOR TO COMMENCEMENT OF THIS WORK.

G.9

Company Name Street address, Suite # City, State, Zip 000-000-0000 Architect's Project Number:

20170170

Issue Date:

Sheet Title:

1ST FLOOR DEMOLITION PLAN

RECYCLING H.1 CEILING TILES/ PANELS WILL BE RECYCLED; COORDINATE REQUIREMENTS WITH NEW CEILING MANUFACTURER. H.2

CARPET WILL BE RECYCLED; COORDINATE REQUIREMENTS WITH NEW CARPET MANUFACTURER.

H.3

IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REMOVE, TRANSPORT AND DISPOSE OF DEBRIS. MINIMUM 50% OF ALL DEBRIS CREATED ON THE JOB SITE SHALL BE RECYCLED ACCORDING TO CHICAGO CODE.

Sheet Number:

AD110-01

Revit Library Updates & Family Development

Professional Work - Various Firms

Over my last two co-ops I’ve occasionally had the opportunity to build new Revit families, whether it be for a single project or to update the firm’s Revit library. I’ve included some of the better ones here. Each of these families is parametric to some level, depending on the firm’s needs. Some are so parametric as to allow the user to change every dimension, others are more limited to overall dimensions and visibility.

Restoration Hardware Lamp

Generic Curved Table

Work Station (did NOT make either the chair or the cabinets)

Haiku Fan

Keurig Coffee Cup Holder

Wells Universal Vent-less Hood

Generic Coffee Machine

Lamar University Baseball Field

Professional Work - Morris / Huitt-Zollars

Huitt-Zollars was commissioned to do renovations to their baseball field including a new coaches office/locker room building, a shade over a portion of the stands, and a sort of entry plaza with a bar outside the stadium. I produced all the concept images for this project taking into consideration structural and design recommendations from my supervisor and coworkers. The most recent rendering of the shade is below and the most recent renderings for the entry plaza are to the right. Project Information: Firm: Morris Architects/Huitt-Zollars Date: Spring 2017 Supervisors: Doug Oliver and Chris Manthei

Lamar University Baseball Field

Professional Work - Morris / Huitt-Zollars

Huitt-Zollars was commissioned to do renovations to their baseball field including a new coaches office/locker room building, a shade over a portion of the stands, and a sort of entry plaza with a bar outside the stadium. I produced all the concept images for this project taking into consideration structural and design recommendations from my supervisor and coworkers. Two versions of the coachâ&#x20AC;&#x2122;s office and locker rooms were made. The first version is below and the second version is to the right. There was a misunderstanding over the location of the building in relation to the field, necessitating the creation of a second version. Project Information: Firm: Morris Architects/Huitt-Zollars Date: Spring 2017 Supervisors: Doug Oliver and Chris Manthei

Algeria Adventure Park

Professional Work - Morris / Huitt-Zollars

Huitt-Zollars had begun preparing a bid proposal for an adventure park in Algeria before I arrived. I was involved in this project by preparing a sample program, a key plan, a site plan, and helping to add entourage to other renderings. I added all the entourage for the image on the bottom left, which was rendered before I arrived. The image in the upper right is the key plan I made for the sample program. The image on the bottom right is the site plan. Project Information: Firm: Morris Architects/Huitt-Zollars Date: Spring 2017 Supervisors: Doug Oliver and Chris Hudson

SITE PLAN -

One of a kind facility offering adrenaline rush focused adventure games Indoor Virtual reality games and outdoor traditional reality adventure games Activities ranging from individual experiences to team based competition catering to a broad customer base Integrated World Class Hotel Iconic architecture and dazzling entry gate to attract patrons and enhance the user experience Flexible and Adaptable spatial programming

2 3 4 1

Key: 1. 2. 3. 4. 5.

Main Entry Amphitheater Entry Parking Garage Entry Parking Garage Exit Service Exit 5

Key

1. Hotel 2. Virtual Reality -VR Warehouse -Visual Sports -Skydiving Simulator -Triotech Meastro 3. Tag -Airsoft / Paintball Arena -Action Archery 4. Indoor Ski Slope 5. Water park -Flowriding -Adventure Kayaking -Outdoor Ice Skating 6. Wheels -Go-Kart Racing -Skate park -Bumper Cars -Land Sailing 7. High Adventure -Ninja Warrior Course -Hot Air Balloon Rides -Joust -Trampoline Dodgeball -Geocaching -Parkour Course 8. Climbing -Climbing -Repelling -Zip lining -High Ropes Course -Bungee Jumping 9. Field Games -Human Hampsterball 10. Food Court and Guest Services 11. Amphitheater 12. Plaza

1 12

8 9

2 3

5 4

SPiN Rendering

Professional Work - Morris / Huitt-Zollars

Our interiors department was working with SPiN, a ping-pong bar, about opening a location in downtown Houston. They asked me to prepare an exterior rendering of the entrance to the club.

Project Information: Firm: Morris Architects/Huitt-Zollars Date: Spring 2017 Supervisors: Doug Oliver, Melanie Herz-Promencene, and Marcy Newman

Name Change Marketing Images

Professional Work - Morris / Huitt-Zollars

On January 1, 2013 Morris Architects was officially purchased by Huitt-Zollars. On March 1, 2017 Morris: A Huitt-Zollars company officially changed itâ&#x20AC;&#x2122;s name to Huitt-Zollars and terminated its independent website. As part of the name change I was asked to assist in preparing website mock-ups for the new Huitt-Zollars site and in making posters that were intended to be displayed in the lobby of every office to recognizing the name change. The images on the bottom left are the set of 3 posters, intended to be presented sequentially. The website mock-ups on the right are the 2 basic designs, there were between 4 and 6 variations of each layout. Project Information: Firm: Morris Architects/Huitt-Zollars Date: Spring 2017 Supervisors: Doug Oliver

Formed An

ICONIC History

BECOMES

NOW

A Practice Dedicated To Full-Service

A Practice Dedicated To

ARCHITECTURE + INFRASTRUCTURE

ADVANCEDESIGN In Everything We Do

about

design

ARCHITECTURE

offices

careers

contact

INFRASTRUCTURE

Marriott Marquis Hotel and Convention Center - Houston, TX

about

design

offices

careers

Marriott Marquis

ARCHITECTURE

INFRASTRUCTURE

Architectural Class Work

Fondation Avicenne Renovation

Academic Work

I did a foreign exchange program at l’École Spéciale d’Architecture in Paris for the fall semester of 2018. This was my studio project at that school. All units are in the metric system. The project was to renovate a 10 story dorm building by Claude Parent, notable for its suspended structure, that has been largely abandoned for over 10 years. We were required to keep the primary superstructure and the exterior stair Project Information: Class: Atelier Date: Fall TYPOLOGIE 2018 Professor: Gaston Tolila SAISON 1 (1925-1938)

SAISON 2 (1952-1965)

PRESERVER et RENFORCER ��e �e �� te ��tt��t Fondation Hellènique Nicolas Zahos - 1932

Maison du Japon Pierre Sardou - 1929

Maison d’Italie Piero Portaluppi - 1958

M Le

Split the two existing horizontal boxes behind the superstructure to form additional boxes.

Prolonger les murs aux façades est et ouest jusqu’au aligné avec la côté extérieur du colonnes. Prolonger les murs aux façades nord et sud 3 mètres

0 100

100

200

300

400

500

Extend the facade out in line with the superstructure to make more space and reinforce the new boxes.

Espac Public Ground floor oriented N/S/E/W, other floors oriented 18.47 degrees.

Plan Masse - 1/500

Coupe Perspective - 1/100 0

David PRENTICE Semestre 5 Automne 2018- Atelier G. Tolila - K. Ceballos - A. Lazo Urbain et Paysages : M. Ghorayeb & C. de BoiscuillĂŠ

10 m

Salle de Conférence 2 501B 16.62 m²

Salle de Conférence 3 501C 16.62 m²

Hommes 504 11.50 m²

0.205

Mastic

Plaque de Mur de Gypse

2 Bloc du Bois

Étancheité Plaque de Mur de Gypse Vitrage

Montant en Métal

Meneau

Isolation en Mousse

Bloc du Bois

Plaque de Mur de Gypse

CMP Mur Vitré 1 : 20

0.737

0.750

0.737

0.750 2.180

Vitrage Étancheité

Meneau Plaque de Mur de Gypse

Plan 5e Étage - 1/200 Mastic Montant en Métal

Plaque Mur de Gypse Isolationde Rigide

Bloc du Bois Isolation en Mousse

Étancheité

Vitrage

Montant en Métal

Meneau

Isolation en Mousse

Bloc du Bois

Plaque de Mur de Gypse

0.521

Étancheité

Vitrage

20 m

Mastic

Plaque de Mur de Gypse

Isolation Rigide

CMP Vitré 1 : 20

Meneau

Isolation en Mousse

Jointure

0.500

Montant en Métal

Panneau Aluminum

0.500

Plaque de Mur de Gypse

CMP Mur TYP 1 : 20

CMP Mur Vitré 1 : 20

Bloc du Bois

Plaque de Mur de Gypse Vitrage

Montant en Métal

Meneau

Isolation en Mousse

Bloc du Bois

Plaque de Mur de Gypse

Simple 103 19.82 m²

CMP Vitré 1 : 20

Simple 109 22.43 m² Double 105 40.74 m²

20 m

CMP Mur TYP 1 : 20

Triple 102 59.44 m²

Wall Detail Elevation 1 : 20

Femmes 5.24 m²

Simple 106 20.07 m²

Simple 107 18.72 m² Simple 110 20.10 m²

CMP Mur Vitré 1 : 20 Hall d'Ascenseur 100 36.38 m²

Double 101 39.20 m²

Simple 115 22.58 m²

Simple 111 21.01 m²

Simple 114 22.79 m² Simple 113 22.58 m²

Simple 112 20.00 m²

Cafétéria 216.50 m²

Hommes 5.24 m²

Cuisine / Passe Plat 94.22 m² Hall 79.49 m²

Projecteur 26.54 m²

Salle de Cinema 338.61 m²

Plan Courant - 1/200 0

Élévation Est - 1/200 10

20 m

Escalier de Secours 003 42.30 m²

Accueil 000 119.79 m²

Salle de Musculation 211.18 m²

Bureau 001 8.17 m²

Mail 002 8.66 m²

Hommes 20.00 m² Femmes 20.00 m² Accueil 35.82 m²

Hommes 12.28 m²

Femmes 12.28 m² Exposition 361.32 m²

Plan Rez-de-Chaussée - 1/200 0

20 m

Logement Coupe 1 : 33

Logement Plan 1 : 33

Plan et Coupe d’un Logement Typique 1/33 David PRENTICE Semestre 5 Automne 2018- Atelier G. Tolila - K. Ceballos - A. Lazo Urbain et Paysages : M. Ghorayeb & C. de Boiscuillé

Salle de Conférence 3 501C 16.62 m²

ommes 504 1.50 m²

CMP Mur TYP 1 : 20

Plaque Mur de Gypse Isolationde Rigide

Plaque de Mur de Gypse

Mastic

ÉLÉVATION EST

CMP Vitré 1 : 20

Buanderie 502 16.47 m²

Isolation Jointure en Mousse

Étancheité

0.500 0.205

Jointure

0.500

0.121 0.016 0.038 0.014

0.205

0.121 0.016 0.038 0.014

0.016

0.500

Isolation Rigide

Mastic

0.500

Jointure

Isolation Mousse Panneauen Aluminum

Hall d'Ascenseur 500 22.72 m²

Isolation Rigide

Mastic

Meneau

Isolation en Mousse

0.521 0.121 0.016 0.038 0.014

Vitrage

Montant en Métal

0.500

20 m

Plaque de Mur de Gypse

0.016

2.193

2.180

Plaque Plafondde Mur de Gypse

Femmes 503 11.76 m²

Salle de Conférence 1 Montant Métal 501A Panneauen Aluminum 16.62 m²

Plaque de Mur de Gypse

0.500

0.016

Isolation en Mousse

Étancheité

Panneau Aluminum

Isolation en Mousse

Panneau Aluminum

Montant Plafond en Métal

Coworking 501 256.61 m²

Étancheité Plancher

Montant en Métal

Isolation Rigide

11.50 m²

Isolation Rigide Revêtement de Sol

Plaque de Mur de Gypse

Jointure

Plaque de Mur de Gypse

Étancheité

CMP TYP 1 1 : 20

Étancheité

Panneau Aluminum

Plaque de Mur de Gypse

Hommes Plaque de Mur de Gypse Plancher 504

Jointure

Isolation Rigide

Hall d'Ascenseur 500 22.72 m²

Salle de Conférence 3 501C 16.62 m²

Étancheité Revêtement de Sol

Jointure

Isolation Rigide

Plafond

Isolation en Mousse

0.521

0.205

Panneau Aluminum

Plancher

Plaque de Mur de Gypse

CMP TYP 1 : 20

Panneau Aluminum

0.500

Salle de Conférence 1 501A 16.62 m²

Isolation Rigide

0.205

Plafond Salle de Conférence 2Panneau Aluminum 501B 16.62 m²

Plaque de Mur de Gypse

0.500

Femmes 503 11.76 m²

Panneau Aluminum

Plancher

Isolation en Mousse

0.205

0.737

Isolation Rigide Étancheité

Plafond

0.205

Montant en Métal

0.500 Revêtement de Sol

Revêtement de Sol

Plaque de Mur de Gypse

Plancher

Montant en Métal

Étancheité

CMP TYP 1 1 : 20

Jointure

0.750

0.205

0.500

Isolation Rigide

2.193

Revêtement de Sol

Panneau Aluminum

0.500

Jointure

0.500

2.193

0.205

0.500

Buanderie 502 16.47 m²

2.180

0.205

0.500

Hall d'Ascenseur 500 22.72 m²

Coworking 501 256.61 m²

Plancher

Panneau Aluminum

0.500

Détails et Élévation de Façade - 1/20

0.205 Revêtement de Sol

Coworking 501 256.61 m²

Femmes 503 11.76 m² Salle de Conférence 1 501A 16.62 m²

Salle de Conférence 2 501B 16.62 m²

0.205

Buand 502 16.47

Riverside Rowhouse

Architectural Class Work

The objective was to create a row house on a small property in Covington KY, right next to the Ohio River. My building was designed as a cohouse, able to house 4 people each with their own private space while still sharing public space. The images on the bottom left are the 4 early concept models, the lower right image is a larger iteration model, and the top right is the final model Project Information: Class: Design Lab V Date: Spring 2018 Professor: Ryan Ludwig

Open to Below

Level 3

Open to Below

Level 2

Level 1

Trammel Fossil Park Visitorâ&#x20AC;&#x2122;s Center

Academic Work

Cincinnati is well known in the geological community for the ancient fossils that can be found here. One of the places where these fossils are found is the Trammel Fossil Park. Our assignment was to design a visitorâ&#x20AC;&#x2122;s center for this park. The images on the bottom left represent the design process. The image on the top left is the edrioasteriod Isorophus cincinnatiensis, a fossil that influenced the design of an existing display (top right). I modeled my building off the same precedent. Project Information: Class: Design Lab IV Date: Summer 2017 Professor: Elizabeth Riorden

Sketches

Communication Skills II Sketches

Project Information: Class: Communication Skills II Date: Spring 2016 Professor: Brian Andrews

Michelangelo: As a class of over 100 students in Communication Skills II we made Michelangeloâ&#x20AC;&#x2122;s The Last Judgment out of Charcoal. Each student was given one gridded section of the painting to produce as close to exactly as possible. The entire project is pictured below and my section is pictured above.

Invisible Cities: In Communication Skills II we were to choose a city from Calvino Italoâ&#x20AC;&#x2122;s Invisible Cities and draw it. I chose Laudomia; a city of three: the city of the dead, the city of the living, and the city of the unborn, all of which are proportional to the number of people in that area. This drawing took over 23 hours to complete.

Analytique: We went to the Cincinnati Museum of Art and were asked to construct an analytique of the building, adding various components into each other in order to effectively summarize the building in a single image. This drawing took over 21 hours to complete.

Daily Sketches Sketches

We were to do one sketch every day over the course of ten weeks, at the end of which we chose our 5 best sketches to be graded. Some sketches were hand drawn and others were made digitally. Here are some of the better ones. The drawings on the right were all hand drawn while the two below were made digitally. Project Information: Class: Communication Skills III Date: Fall 2016 Professor: Ming Tang

Miscellaneous Cool Stuff

Summer Photography

Miscellaneous Cool Stuff - Photography

I had room for an extra class over the summer, so I decided to take a photography class. Here are a few of my favorites. Project Information: Class: Fundamentals of Photographic Design Date: Summer 2017 Professor: Tom Strohmaier

Totem Pole Segment

Miscellaneous Cool Stuff

A little bit of context. Every year, the 5 Order of the Arrow Lodges in Section C-4B gather for a Conclave. At each Conclave we make a totem pole to commemorate the event with each Lodge bringing a section to contribute. At Conclave all the totem pole segments from the 5 Lodges are put together. Last year my Lodge, Tecumseh Lodge #65, needed someone to do it so I designed and built this. This project helped to further develop my abilities with a laser cutter and forced me to adhere to a budget. Project Information: Organization: Tecumseh Lodge Order of the Arrow Date: Summer 2017

100+1

Miscellaneous Cool Stuff

The task was to choose 100 ordinary household objects and bind them together with a single item. I chose toy soldiers and string. The idea was to create an American flag out of these soldiers, who are bound together, to symbolize the idea that our country only exists thanks to the soldiers throughout our history who gave their lives for the United States. The country is, in this case literally, held together by our fallen soldiers. I took the flag with me to Normandy, France, in order to document it in its â&#x20AC;&#x153;ideal location,â&#x20AC;? the Normandy American Cemetery and Memorial. Project Information: Class: Design Lab I Date: Fall 2015 Professor: Kory Beigle

Flag Project at the American Cemetery in Normandy, France