Architecture Portfolio by Kelli Plummer

Kelli Plummer

Architecture Portfolio Bachelor of Science in Architecture

Resume EDUCATION University of Cincinnati | Cincinnati oh Class of 2018 Bachelor of Science in Architecture, GPA: 3.60/4.00 Cincinnatus Scholarship Recipient, Dean’s List

Turpin High School | Cincinnati OH Class of 2014 Graduated with Honors, GPA: 4.179/4.000, weighted AP Scholar 2013 - 2014, Academic Club 2012 - 2014

EXPERIENCE k4 Architecture + Design Architecture Co-op Cincinnati OH | January 2018 to Present May to August 2017 Worked on schematic design, design development, construction documents, and construction management through contractor bidding and construction meetings for banking facilities, UDF stores, and restaurants. Worked mainly in AutoCAD and Excel.

CR Architecture + Design Architecture Co-op Denver Co | August to December 2016 Worked on hospitality team finishing a major renovation hotel and beginning a new build. Worked on design development and construction documents in AutoCAD, and created documents for client meetings. Assisted with schematic design for retail during downtime.

CR Architecture + Design Architecture Co-op Cincinnati OH | January to MAy 2016 Worked on retail team developing construction documents in AutoCAD for new Victoria’s Secret and Bath & Body Works stores as well as new Macy’s departments in existing stores and set up photo books using Photoshop and InDesign for Macy’s clients.

MARIEMONT SWIM CLUB Assistant manager & lifeguard Cincinnati OH | Summer 2012 to Summer 2016 Certified in lifeguarding and CPR. Responsibilities included guarding the pools, working concessions, managing front desk, training new guards, assisting with swim practices and maintaining the facilities.

SKILLS Computer Autocad Rhino3d Microsoft office revit photoshop

HAND indesign illustrator sketchup VRAY

model making Sketching scuplting wood working

Architectural drafting photography beginner spanish

ACTIVITES University aias member Relay for life volunteer Susan G. Komen waLK FOR THE cure volunteer Cincinnati dance marathon volunteer Freestore foodbank volunteer ronald mcdonald House volunteer dragonfly foundation volunteer theta phi alpha sorority Member volleyball intramurals

High School varsity volleyball track peer tutor habitat for humanity volunteer local art show volunteer key club member ronald mcdonald house volunteer

Contents

01 Juxtaposition 02 Rowing facility 03 Athenaeum 04 Row House 05 Folly 06 casa la roca 07 Apartment complex 08 Professional Work

01 juxtaposition Working in collaboration with PAR-Projects, a not-for-profit arts organization in Cincinnatiâ&#x20AC;&#x2122;s Northside, the studio investigated the nexus between art and architecture by hacking a series of conventional shipping containers to produce interactions and effects not considered in the scope of a shipping containerâ&#x20AC;&#x2122;s original design. We worked with PAR-Projects to assess needs and offer design solutions that addressed and expanded on the program of the institution.

To meet PAR-Projectsâ&#x20AC;&#x2122; needs for the building, consisting of gallery space, classroom and studio space, and a primary courtyard space, I centered my design around the exposure to the courtyard. Using the existing building on the site as a backdrop, I wrapped shipping containers around the north, west, and south sides to frame the courtyard and split the program into the two different buildings and two different levels. The south building, designed as phase one of the project for budgeting, is home to the classroom spaces, whereas the phase two building on the northwest of the site holds the gallery and studio spaces. The first floor gallery spaces are designed to flow from the entry to the courtyard, with openings to above to go beyond the length and width constraints of a traditional shipping container.

Phase 2 Section Perspective

02 ROWing Facility This facility in Newport, KY was designed to house a training facility, boat storage, and a store area. I wanted to split the program into two floors, separating training from the rest. This created the idea of two buildings being held together by a â&#x20AC;&#x2DC;hingeâ&#x20AC;&#x2122; which was the stairs connecting the two building. The massing intended to show the structure wrapping out around large glass curtain walls to take advantage of the views to Cincinnati.

Top Level

Bottom Level

03 Athenaeum Given a site in downtown Cincinnati, we were to create an athenaeum building to enhance the daily lives of the population. Coming from my own personal experiences, being able to cook and enjoy doing so is essential to living. From that belief, I chose to create a cooking athenaeum where people of all ages could come together to teach others about cooking or to partake in classes. This would have a positive impact on life skills for the population.

Lecture Hall

Citizenâ&#x20AC;&#x2122;s Gallery

First Floor

Adm

Gallery

Mechanical

Trustee’s Room

ministration

Children’s Room Conservatory

Library

Cafe

Internet Garden

Second Floor

Food Prep

Third Floor

Fourth Floor

04 Row House This goal of this 4 week project was to create a row house in Covington, KY for a multigenerational family consisting of a married couple with two children and a grandmother. For my design, I wanted to separate public vs private spaces and to give each member of the family their own space. In addition, capturing views and sunlight on a narrow site led me to create vertical east/ west planes as support with both the north/ south ends consisting of glazing.

E/W Section

3rd Floor

2nd Floor

1st Floor

Basement

N/S Section

Front Elevation

Back Elevation

05 Folly Starting in small groups, we created a 4’x4’x8’ structure that was designed to be occupied in multiple ways for the human body. Our group wanted to create three separate occupiable ‘landings’ to get the most use out of the tallness of the structure and capture views from both ground level and higher up. The wrapping wood planks were used as a horizontal emphasis to create semi-enclosed spaces within an outdoor project.

Exploded Axon Construction

06 Casa La Roca A case study of the unfinished building Casa La Roca, designed by Office dA. The study consisted of technical drawings, two models, and analytical studies of the building, The site model studies the significance of the site location, dependent on the presence of the rock vicinity. Also significant in this project was the foldable terracotta brick curtain on the exterior to create private or semi-private spaces.

Floor Plans

Program Analysis

07 Apartment Complex Situated between Calhoun Street and McMillan Street, this apartment and commercial complex lends itself to heavy pedestrian traffic walking to and from the University of Cincinnati. Working with the surrounding buildings and Old St. George Church, this complex creates a space to invite people in and traverse through the site. A large terrace area spills down from the church and wraps around to an open promenade, connecting to side street Scioto. This effectivly splits the site into two sections.

Site

Split

Section A - North/South

Terrace

Extrude

Views

Section 2 - East/West

Parking Level

Lobby Level

The Calhoun side of the site lends itself to commercial areas to blend with the existing conditons whereas the McMillan side devotes itself to more residential areas and less pedestrian traffic. The residential buildings extend up on the south and west side of the site. Each unit has its own extending glass block to give more views to the residents, typically encompassing the main living spaces of each unit. A break through the residential towers allow for easy access from the promenade down to McMillan next to where the parking entry for residents is located.

Section B - North/South

Unit Level 2, 4 & 6

Unit Level 3, 5 & 7

Example 2 Bedroom Unit

Section 1 - East/West

CANOPY SUPPORTS TYP.

ACOUSTICAL CEILING SEE SHEET A201 FOR MORE DETAILS

T/CEILING ELEV. 11'-6"

GYPSUM WALL BOARD OFFICE OVERHANG

T/COLUMN ELEV. 11'-6"

Citizen’s National Bank B/CEILING ELEV. 10'-6"

LIGHTS BEYOND SEE ELECTRICAL DWGS

GYPSUM WALL BOARD CANOPY

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF K4 ARCHITECTURE, L.L.C. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT,WITHOUT THE WRITTEN AUTHORIZATION OF K4 ARCHITECTURE, L.L.C. COPYRIGHT 2017: K4 ARCHITECTURE, L.L.C. ALL RIGHTS RESERVED

GLASS WALL SYSTEM

A301

SCALE:

1/4"=1'-0"

EXISTING CONCRETE STRUCTURE TO REMAIN

ACOUSTICAL CEILING SEE SHEET A201 FOR MORE DETAILS

WALL PARTITION, SEE SHEET A101 FOR WALL TYPE

T/STUDS BEYOND ELEV. 13'

T/OVERHANG ELEV. 10'

OFFICE 114 GLASS WALL SYSTEM

3 A301

EXISTING CONCRETE STRUCTURE TO REMAIN

CANOPY SUPPORTS TYP. T/OVERHANG ELEV. 10' T/CEILING ELEV. 11'-6"

1/4"=1'-0"

ELEV. 10'-6"

1/2"

2" TYP.

1 A601

3/16" THREADED ROD

HOLD GYPSUM WALL BOARD 1/2" FROM FACE HOLD GYPSUM WALL OF FLOOR RADIATOR BOARD 1/2" FROM FACE

6 A301

ETCHED BANK LOGO

OF FLOOR RADIATOR

TELLER AREA 107

EXISTING FLOOR 1/2" TO 1" RADIATOR REMAIN 2" TYP.

DETAIL SCALE:

1 3"=1'-0"

DOUBLE NUT

RADIATOR

A301

DETAIL

INTERIOR ELEVATION 2 DETAIL

SCALE:

3/8"=1'-0"

A601

SCALE:

Plot Date : Jun. 27, 2017 8:00am 3"=1'-0"

DETAIL

2 3"=1'-0" A601 SCALE:

1/2" GYPSUM WALL BOARD

EXISTING CONCRETE B/BULKHEAD STRUCTURE TO 9' REMAIN ELEV. 3'-3"

ACOUSTICAL CEILING WALL PARTITION, SEE SEE SHEET A201 FOR ACOUSTICAL CEILING ANCHOR TO SHEET A101 FOR WALL INTERMEDIATE BRACING MORE DETAILS METAL STUDS ABOVE, SEE SHEET A201 TYPE AS REQUIRED T/STUDS BEYOND FOR MORE DETAILS ELEV. 13'

3"=1'-0"

LIGHTS. SE DWGS

STUD WALL 5/8" GYPSUM WALL BOARD

SCALE:

DETAIL

5 3"=1'-0" A601 SCALE:

A601

3"=1'-0"

3/16" THREADED ROD

DETAIL SCALE:

DETAIL

6 1 1/2"=1'-0" A601 SCALE:

1 1/2"=1'-0"

INTERIOR SECTIONEXISTING FLOOR SCALE:

RADIATOR TO REMAIN

3/8"=1'-0" 8'-1 1/2"

8'-1 1/2" 10" TYP.

INTERIOR ELEVATION

3 A301

SCALE:

10" TYP.

1/4"=1'-0"

7'-2 3/4"

ACOUSTICAL CEILING WALL PARTITION, SEE SHEET A101 FOR WALL TYPE

ANCHORED TO METAL METAL STUD AND DRYWALL BULKHEAD. STUDS. SEE SHEET A201 FOR SEE WALL SECTION FOR DETAILS MORE DETAILS

7 A301

MORE DETAILS.

ILLUMINATED LOGO WALL. SEE WALL SECTION FOR 3 7/8" ETCHED BANK LOGO DETAILS 2"

WALL PARTITION, TELLER AREA 107

T/DRYWALL ELEV. 4'-6"

4 A601

1x8 WOOD 5/8" FRAME 1/2" 1x6 WOOD GRID

4 A601

A601

5 A301 Filename : 16-2065 A301.dwg

2'-6" Plot Date : Jun. 27, 2017 8:00am 2'-6"

SCALE:

3/4"=1'-0"

INTERIOR ELEVATION 3/8"=1'-0"

SCALE:

6'-6" 6'-6"

JOIST SCREWS

7 A601

DETAIL SCALE:

STUD WALL 5/8" GYPSUM WALL BOARD

DETAIL

7 1 1/2"=1'-0" A601 SCALE:

1 1/2"=1'-0"

3/16" THREADED ROD

File Location : X:\2016 Projects\2016 K4 Architecture\16-2065 Citizens National Bank - Toledo\Arch\

DOUBLE NUT

Filename : 16-2065 A601.dwg

DETAIL SCALE:

DETAIL

9 3"=1'-0" A601 SCALE:

3"=1'-0"

Plot Date : Jun. 27, 2017 8:01am

Filename : 16-2065 A601.dwg

Plot Date : Jun. 27, 2017 8:01am

8 A601

SECTION SCALE:

SECTION

8 3/4"=1'-0" A601 SCALE:

3/4"=1'-0"

1x6 WOOD GR

3 7/8"

6 A301

1x8 WOOD FRAME ILLUMINATED LOGO WALL. SEE 1x8 WOOD FR WALL SECTION FOR DETAILS

EXISTING COLUMN TO REMAIN EXISTING COLUMN TO REMAIN

INTERIOR ELEVATION SUSPENDEDSCALE: WOOD TRELLIS 1 1/2"=1'-0" 3 SUSPENDED WOOD TRELLIS SCALE: 3/4"=1'-0"

STUD WALL 5/8" GYPSUM WALL BOARD

1x8 WOOD FRAME 1x6 WOOD GRID

METAL STUD & DRYWALL BASE. SEE WALL SECTION FOR DETAILS 6 3 A301 A601

1x6 WOOD GRID

METAL STUD AND DRYWALL BULKHEAD. SEE WALL SECTION FOR DETAILS

B/DRYWALL ELEV. 8'-2"

8"x20 GA. TRACK

ACOUSTICAL CEILING ANCHORED TO METAL ACOUSTICAL CEILING STUD WALL STUDS ABOVE. SEE ANCHORED TO METAL SHEET A201 FOR MORE STUDS ABOVE. SEE 5/8" GYPSUM DETAILS SHEET A201 FOR MORE WALL BOARD DETAILS

ACOUSTICAL CEILING ANCHOR TO METAL STUDS ABOVE, SEE SHEET A201 FOR MORE DETAILS

LIGHT FIXTURES. SEE ELECTRICAL DWGS LIGHT FOR FIXTURES. SEE MORE DETAILS. ELECTRICAL DWGS FOR

DOUBLE NUT

A601

REFER TO T001 FOR ADDITIONAL GENERAL NOTES.

GLASS WALL SYSTEM

4 A301

JOIST SCREWS JOIST SCREWS

DETAIL

GENERAL NOTES: GENERAL NOTES: A. REFER TO T001 FOR ADDITIONAL GENERAL NOTES.

OFFICE 114

8"x20 GA. TRACK

JOIST SCREWS

ACOUSTICAL CEILING ANCHORED TO METAL ACOUSTICAL CEILING STUDS ABOVE. SEE ANCHORED TO METAL SHEET A201 FOR MORE STUDS ABOVE. SEE DETAILS SHEET A201 FOR MORE

B/TRELLIS ELEV. 9'-8 1

T/OVERHANG ELEV. 10' TV BY OWNER

1/2" GYPSUM WALL BOARD

8"x20 GA. TRACK

3-5/8" METAL STUDS WITH 1/2" GYPSUM WALL BOARD. RUN BOARD 4" ABOVE CEILING

LIGHTS. SEE ELECTRICAL DWGS

1/2" GYPSUM WALL BOARD

1/2" GYPSUM WALL BOARD 8"x20 GA. TRACK

A601

WALL PARTITION SEE SHEET A101 FOR PARTITION TYPE

EXISTING CONC STRUCTURE TO

B/TRELLIS ELEV. 9'-8 1/4"

3/16" THREADED ROD

DOUBLE NUT

HILTI HDV DRO INSTALL ACCO

ACOUSTICAL CEILING. SEE SHEET A201 FOR MORE DETAILS

EXISTING CONCRETE STRUCTURE TO REMAIN

WALL PROFILE FULL HEIGHT OF WALL

1/4"=1'-0"

WALL PROFILE FULLBREAK HEIGHT OF WALL METAL AND PARTITION SHALL FOLLOW

METAL STUD & DRYWALL BASE.

A601 A301.dwg Filename : 16-2065 SCALE:

SCALE:

GLASS WALL SYSTEM

SEE SHEET A101 CAULK AND BACKER ROD TO PREVENT SOUND TRAVEL FROM OFFICE OFFICEROD TO PREVENT FOR WALL TYPE CAULK ANDTO BACKER SOUND TRAVEL FROM OFFICE TO OFFICE

2" BREAK METAL. WRAPSEE WALL SECTION FOR DETAILS HOLD TIGHT TO FLOOR 2" BREAK METAL. WRAP EXISTING FLOOR HOLD TIGHT TO FLOOR RADIATOR TO RADIATOR REMAIN

INTERIOR ELEVATION

HILTI HDV DROP-IN ANCORS TO CONCRETE STRUCTURE ABOVE. 1 INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS A301 SCALE:

ILLUMINATED LOGO WALL. SEE WALL SECTION C.L. OF TV FOR DETAILS BREAK METAL AND PARTITION SHALL FOLLOW ELEV. 6'-6"

T/DRYWALL ELEV. 4'-6"

1/2" AIR SPACE

GLASS WALL SYSTEM

2 A301

7'-2 3/4" 1"

B/DRYWALL ELEV. 8'-2"

1/2" AIR SPACE

OFFICE 117 GLASS WALL SYSTEM

METAL STUD AND DRYWALL BULKHEAD. ACOUSTICAL EXISTING STOREFRONT CAP TO MATCH SEE WALL SECTION FOR DETAILS CEILING ANCHOR EXISTING STOREFRONT TO METAL STUDS ABOVE, SEE EXISTING STOREFRONT SHEET A201 FOR TO REMAIN EXISTING STOREFRONT MORE DETAILS TO REMAIN

7 A301

File Location : X:\2016 Projects\2016 K4 Architecture\16-2065 Citizens National Bank - Toledo\Arch\

C.L. OF TV ELEV. 6'-6"

OFFICE 114

WALL PARTITION. SEE SHEET A101 FOR TYPE

TECH BAR 118

10" TYP.

WALL PARTITION, SEE SHEET A101 FOR WALL TYPE

RADIATOR

T/OVERHANG ELEV. 10'

CONFERENCE 115

BRONZE BREAK METAL CAP TO MATCH BRONZE BREAK METAL

WALL TO REMAIN

HOLD STUD 1" FROM FACE OF FLOOR HOLD STUD 1" FROM RADIATOR FACE OF FLOOR

GYPSUM WALL BOARD OFFICE OVERHANG

OFFICE LIGHTS BEYOND SEE 116 ELECTRICAL DWGS

GYPSUM WALL BOARD CANOPY

GYPSUM WALL BOARD OFFICE OVERHANG

ACOUSTICAL CEILING SEE SHEET A201 FOR MORE DETAILS

T/COLUMN ELEV. 11'-6"

A101 FOR DETAILS.

PARTITION TYPE.

8 A601 T/OVERHANG ELEV. 13'

GYPSUM WALL BOARD OFFICE OVERHANG

T/CEILING ELEV. 10'

WALL PARTITION. SEE SHEET A101 FOR TYPE B/CEILING

WALL PARTITION. SEE SHEET A101 FOR WALL PARTITION. SEE PARTITION TYPE. SHEET A101 FOR

EXISTING EXTERIOR WALL TO REMAIN EXISTING EXTERIOR

EXISTING CONCRETE STRUCTURE TO REMAIN

WALL PARTITION. SEE SHEET A101 FOR TYPE

WALL ASSEMBLY PARTITION. SEE SHEET WALL ASSEMBLY A101 FOR DETAILS. PARTITION. SEE SHEET

INTERIOR ELEVATION SCALE:

ACOUSTICAL CEILING SEE SHEET A201 FOR MORE DETAILS

10" TYP.

DETAILS

File Location : X:\2016 Projects\2016 K4 Architecture\16-2065 Citizens National Bank - Toledo\Arch\

OFFICE 117

EXISTING FLOOR RADIATOR TO REMAIN

File Location : X:\2016 Projects\2016 K4 Architecture\16-2065 Citizens National Bank - Toledo\Arch\

While working with K4 Architecture in Summer of 2017, I helped create floorplans, ceiling plans, interior elevations, and detailsINTERIOR for ELEVATION Citizen’s National Bank in Toledo. The project consisted of new private offices for loan officers, a waiting center with space for a tech counter and upgrading the existing tube system for new use. I also participated in the bidding process for contractors after the initial bid package was completed. Drawings were created in AutoCAD. TECH BAR 118

08 Professional work EXISTING CONCRETE STRUCTURE TO REMAIN

WALL PARTITION, SEE SHEET A101 FOR WALL TYPE 4 A601

TRELLIS DETAILA3 4 TRELL 1 1/2"=1'-0"

SCALE:

A601

SCALE:

GENERAL 001A 001C

12'-8 3/8"

4 51

51 EXISTING VESTIBULE 001

OFFICE 117

117

101

3'-1 5/8"

102 26 G

11'-11 3/8"

8'-0"

1 115

4'-8" 1 A301

3'-1"

5. 6. 7. 8.

15'-0"

CONFERENCE 115

2 A301

13'-11 3/8" LOBBY 101

7'-5 3/4"

3'-7 5/8"

5 A301 107

D 17

6'-6 3/4"

14'-8 1/2"

6'-3"

31. 32.

4'-8"

13'-9 1/2"

110

22'-9" 15

51 DOWN

A SERVER ROOM 111

BREAK ROOM 110 22'-9 1/4"Â±

* ALL INTERIOR PA * LAY 4'-0" OF 3 1/2 CEILING IN ALL R

018 18

11'-1 1/2"

A 3

5/8" GYPSUM B FILL STUD CAV ASSEMBLY TO 5/8" GYPSUM B FILL STUD CAV ASSEMBLY TO 5/8" GYPSUM B FILL STUD CAV TO UNDERSIDE FINISHED WITH 5/8" GYPSUM B AT 16" O.C., FIL ENTIRE ASSEM NEEDED. 5/8" GYPSUM B ENTIRE ASSEM SOLID SURFAC 5/8" GYPSUM B FILL STUD CAV ASSEMBLY PER

SPECIAL NOTE:

109

STORAGE 109

51 19

017

016

2'-4" A

15'-11 3/4"

1'-7 1/2"

EXISTING STORAGE 016

16'-3 1/2"

13'-7 3/4" 9

14 10'-1 1/4" 20

EXIST. RESTROOM 017

WORK ROOM 106

6 22'-2 3/8"

4 A301

PARTITION

EXISTING HALL 014

108B

51. NO WORK THI

CLOSING ROOM 112

1'-

33. THRU 50. NOT

015 EXISTING STORAGE 015

112

FUTURE CUBICLE AREA 108

51 2

OFFICE 113

COUNTERTOP EXISTING VAU INCONSPICUO EXISTING FLO GRAPHIC/ART OUTLETS, OR SHRED BIN BY PRINTER BY O REFRIGERATO TV BY OWNER A.F.F. SAFE BY EQUI GLASS WALL S RELOCATED P EXISTING PNE EXISTING COL PATCH AND R WALL COVERI EXISTING FLO SERVER RACK ILLUMINATED ALIGN FINISH STAINLESS ST FUTURE CASE FUTURE COPI COIN COUNTE EXISTING NIGH EXISTING ALU UNDER COUN CONDUIT FOR PREVIOUS LOC HOLES IN WAL AND COLOR. T.V. BY OWNE PATCH AND R MATERIAL FIN BOX HEADER BEARING ON ( BOX HEADER BEARING ON ( (2) 10"x18 GA.

014

4'-2 3/4"

019

3 A301

28. 29. 30.

EXISTING STORAGE 019

1'-0"

1 A302

5'-

4" TYP.

108A

106

4'-1 1/4"

9'-4 3/8" TELLER AREA 107

8'-0"

9'-1 1/4"

113

12'-11 3/8"

3'-0"

1'-6" 6'-3 1/8"

DRIVE THRU TELLER AREA 105

2 A601

8'-3 3/8"

14'-11 3/4"

'-6

6'-2 5/8"

12 1'-6 1/2"

31 H

A 105

OFFICE 114

114 10

9'-4"

11'-4 3/4"

1 10

11'-1 3/8"

3 A302

104

OFFICE 104 3

103

3'-1"

OFFICE 103

15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27.

4 A302

TECH BAR 118

10'-0"

2 A601

9. 10. 11. 12. 13. 14.

12'-10 3/8"

3. 4.

1'-5"

1. 2.

19'-2"

1'-5"

13'-0 1/8"

9'-6" OFFICE 102

11'-8"

OFFICE 116

116

2 A101

2'-0"

2 A302

NOTES TH

9'-4"

9'-4" 27

MIRR.

6'-3"

1'-0"

7 15

111

EXIST. STAIRS 018 UP

3 UP

22'-11 7/8"

7'-0"

1'-2"

File Location : X:\2016 Projects\2016 K4 Architecture\16-2065 Citizens National Bank - Toledo\Arch\

REFER TO T0 SHADED WA PATCH FLOO FINISHES AN PATCH WALL FINISHES AN GENERAL CO ALL CASEWO NEEDED. VE SEE DRAWIN FLOOR TRAN PATTERN OR DOORWAY.

004 51

E. F. G.

020

002

EXIST. RESTROOM 004

2'-5 5/8"

39'-0 1/2"

003

12'-9 5/8"

8'-5"

EXISTING STORAGE 020

2'-10 1/8"

33'-11"

1'-2"

EXIST. STAIRS 003

001B

EXISTING STORAGE 002

DOWN

A. B. C.

3" 1 A101

FLOOR PLAN SCALE:

3/16"=1'-0"

2 A101

Filename : 16-2065 A101.dwg

ENLARG SCALE:

Plot Date : Jun. 27, 2017 8:00am

Renderings by K4 Architecture

1"=1

GENERAL NOTES: A.

REFER TO T001 FOR ADDITIONAL GENERAL NOTES.

B 2

5'-3" PT 7

1'-0" 2'-0"

1 T

4'-11 1/16" ±

OFFICE 104

5'-9 7/16"

/16

" 4 5/8

7'-

0 13

CREDIT UNION

CENTRA

2150 State Street New Albany, Indiana

DESCRIPTION

ISSUED FOR PERMIT AND BIDDING

DATE

6/19/17

9'-9 1/4"

9 3/8

7'-

REVISIONS / SUBMISSIONS NO.

5'-10 1/8" 1

4 7/8

PROJECT DESCRIPTION:

. EQ

5'-8 1/8"

1 13

1'-0" TYP.

5'-4" 5'-6 5/16"

0 7/1

1 9/1

1/8

'-0

7/1

8'-

/16

6'-

2 15

/16

5'-

3 5/1

3'-

5/1

1'TY 0" P.

1'-4 1/16"

11'-10 7/8" 1 1'-2 3/8"

ENLARGED DETAILS

Drawn By: Scale: Job No.:

1 A601

Filename : 16-2052 A601 Enlarged Details.dwg

Plot Date : Jun. 20, 2017 12:31pm

ELLIPSE LAYOUT SCALE:

3/8"=1'-0"

PATTERN DIRECTION

8'-0"

2 A601

ELLIPSE LAYOUT SCALE:

3/8"=1'-0"

MDC, KMP AS NOTED 16-2052

A601

T C

PT 4

T C

File Location : X:\2016 Projects\2016 K4 Architecture\16-2052 Centra Credit Union - New Albany\Arch\

1/8

5/8

'-1

'-0

'-1

8'-0"

PATTERN DIRECTION

R3'-8"

'-8

10 10 11

30°

5'-1 3/16"

4'-9 13/16"

'-6

/16

4'-1 9/16" 4'-5 15/16"

1/8

1'-0" TYP.

1 5/1

/16

3'-8 9/16"

6 9/1

'-3

3'-2 15/16"

/16

1 3/1

7'-7 5/8"

CONFERENCE 103 C

1 I101

Plot Date : Jun. 20, 2017 12:31pm

FINISH FLOOR PLAN SCALE:

PATTERN DIRECTION

VESTIBULE 101

Filename : 16-2052 I101 Finish Floor Plan.dwg

PT 3

DRIVE THRU 116

2'-8 11/16"

3/4

6 15

9'-

9'9'-

5 1/1

0" 1'-

8'-

9'-

8'-

7'-

1/8

5/8

5/1

2 T

2'-1 11/16"

/16

PATTERN DIRECTION

OFFICE 105

LOBBY 102 C

1'-6"

1/8

PATTERN DIRECTION

T PT 4

CHANGE IN DIRECTION OF ELLIPSE

14'-0 7/16"

25'-0 1/4"

9 7/16"

7/1

3 1/2

7'-

'-1

'-9

'-7

'-5

6'-

0 7/1

1 9/1

/16

4'-

PT 3

1 T

8 15

'-0

10 10

10 '-1

9 7/8

2'-

3/4

/16

'-3

'-6

'-8

'-1

'-0

/16

8'-0"

ATM/NIGHT DROP 114

8 13/16"

10 10

10 10 11

8 15

7/1

PATTERN DIRECTION

1" 4'- R EA CL

1/8

SEALED CONCRETE

1'-10 15/16"±

4 7/8

3 1/2

6 15

1 3/1

6 9/1

PATTERN DIRECTION

C T

B 2

1'-6 1/2"

2'-

4'6'-

7'7'-

8'9'9'-

V SC JANITOR 109

OFFICE 106

9'-

PT 7

B 2

555 Gest Street Cincinnati, Ohio 45203 Tel: (513) 455-5000 Fax: (513) 455-5008 Webpage: www.k4architecture.com Email: info@k4architecture.com

13'-11 9/16"

V PATTERN DIRECTION

8'-0"

PATTERN DIRECTION

3 WAITING AREA 111

PATTERN DIRECTION

1'-6 1/2"

3'-10 1/8"

CUSTOMER RESTROOM 107

PT 3 OFFICE 112

6'-10 1/4" 6'-2 1/4"

B 2

7'-4"

WORK AREA 115

7'-7 7/8"

PATTERN DIRECTION

SEALED CONCRETE

PATTERN DIRECTION

B 2

1'-0" TYP.

PT 7

STORAGE 113

7'-10"

LOUNGE 108

PATTERN DIRECTION

1'-0"

10 5/8"

2'-2 1/4"

2'-0" 1'-0"

NOTES THIS DRAWING:

9'-

File Location : X:\2016 Projects\2016 K4 Architecture\16-2052 Centra Credit Union - New Albany\Arch\

2'-2 1/4"

PATTERN DIRECTION

While working with K4 Architecture in Summer of 2017, I worked on the full drawing set for Centra Credit Union in New Albany, Indiana. The project was the second in a series of credit union projects for Centra incorporating new design and logos for the credit union. Drawings consisted of floor plans, exterior elevations, interior details, and ceiling plans. I also participated in the bidding process for contractors after the initial bid package was completed and worked with the contractors, attending construction meetings to oversee project completion until my return to school. Drawings were created in AutoCAD.

EMPLOYEE RESTROOM 110

PATTERN DIRECTION

Centra Credit Union

1/4"=1'-0"

PT 3

INTERIOR ALUMINUM STOREFRONT SYSTEM EXISTING STEEL CANOPY SUPPORT TO REMAIN

EXISTING CANOPY ASSEMBLY TO REMAIN

WALL TYPES. STEEL BEAM W/ CONT. STEEL BOTTOM PLATE. SEE STRUCTURAL DWGS.

DRYWALL TO COMPLETE

File Location : X:\2016 Projects\2016 K4 Architecture\16-2052 Centra Credit Union - New Albany\Arch\

"J" BEAD ENTIRE PERIMETER 2 A602

BRICK VENEER BEYOND

3/8" CHAMFER

SCALE:

1"=1'-0"

ALUMINUM STOREFRONT WITH 1" INSULATED GLASS GYPSUM WALL BOARD WRAP BEYOND

ENLARGED PLAN

A602 1"=1'-0" BASE PLATESCALE: ATTACHED TO EXISTING FULLY GROUTED Plot Date : Jun. 20, 2017 12:31pm CMU. SEE STRUCTURAL DWGS.

1 1/2"

CONTINUOUS J BEAD (BOTH SIDES) EXISTING CANOPY ASSEMBLY TO REMAIN

A602

ENLARGED PLAN 1"=1'-0"

SCALE:

34 49

EXISTING BRICK AND CMU WALL TO REMAIN

17 BASE. SEE SHEET I101 FOR MATERIAL.

EXISTING FOUNDATION AND FOOTER TO REMAIN

A603

SCALE:

3/4"=1'-0"

FINISH FLOOR ELEV. 100'-0"

SIM. EXISTING BRICK AND CMU WALL TO REMAIN

A602 22

SCALE:

7 A602

A603

EXISTING FOUNDATION AND FOOTER TO REMAIN

2'-9 3/4"

WALL SECTION SCALE:

3/4"=1'-0"

11'-0 5/8" 25

2 A603

1 A603

5'-2 3/8"

A602

13'-2 3/8"±

BASE. SEE SHEET I101 FOR MATERIAL.

7 A602

CREDIT UNION

2150 State Street New Albany, Indiana

MDC, KMP AS NOTED 16-2052

A602

22 48 40

WALL SECTIONS

16 Drawn By: Scale: Job No.:

℄

Drawn By: Scale: Job No.:

CONFERENCE 103

3/4"=1'-0"

VESTIBULE 101

101 44

SCALE:

ENLARGED DETAILS & WALL SECTIONS

15'-5 3/8"

CENTRA

4'-0"

5'-0 3/8"

℄ 2

104

EXISTING CMU TO REMAIN

2 A602

WALL SECTION

PROJECT DESCRIPTION:

OWNE IFY SIZ R E

55" TV BY VER 3" TYP.

1'-7 5/1 6"

104

DATE

6/19/17

3'-8"

102

34 27

12'-7 1/8"

BASE. SEE SHEET I101 FOR MATERIAL.

2 A401

MDC, KMP AS NOTED 16-2052

A603

3/4"=1'-0"

1 A101

Filename : 16-2052 A101 Floor Plan.dwg

OFFICE

103

WALL SECTION

43 FURRING AND EXISTING DRYWALL TO REMAIN

DATE

6/19/17

EXISTING FURRING AND OFFICE DRYWALL TO REMAIN

28 8

44 1'-4" TYP.

Plot Date : Jun. 20, 2017 12:31pm

DESCRIPTION

ISSUED FOR PERMIT AND BIDDING

10'-8 1/8"

SOLID SURFACE SILL 1 1/2"

B.O. WINDOW ELEV. ALIGN W/ EXISTING WINDOW

4" TYP.

TRANSACTION DRAWER. 105 VERIFYA602 ROUGH OPENING AND COORDINATE 12'-6 1/2" INSTALLATION WITH EQUIPMENT SUPPLIER. KNEE BRACE

SEALANT/CAULK AND BACKER ROD 10 PERIMETER (EXTERIOR & ENTIRE INTERIOR). SHIM AS NEEDED. A602 SUB-SILL CONTINUOUS UNDER FRAMING SYSTEM. SUB-SILL SHALL BE 41 END DAMMED & SEALED TO SUBSTRATE. MAKE WATER TIGHT

BREAK METAL FLASHING TO MATCH ALUMINUM STOREFRONT. BREAK METAL SHALL WRAP OVER BRICK EDGE 1" MIN TO CREATE DRIP.

1 A602

5'-8 1/8"

CASEWORK BY CASEWORK CONTRACTOR

105

NO.

DESCRIPTION

ISSUED FOR PERMIT AND BIDDING

FINISH FLOOR 100'-0"

NO.

EXISTING BRICK VENEER TO REMAIN

A602

BREAK METAL WRAPPED COLUMN DRIVE-THRU BEYOND 116

INTERIOR PARTITION. SEE FLOOR PLAN FOR WALL TYPES.

3 A401

REVISIONS / SUBMISSIONS

GROUT SOLID AND GRIND SMOOTH WHERE EXISTING BRICK AND CMU WALL WAS LOCATED

FINISH FLOOR A 100'-0"

REVISIONS / SUBMISSIONS

4 A602

GYPSUM6WALL BOARD WRAP BEYOND

FINISH FLOOR ELEV. 100'-0"

WALL SECTION

ALUMINUM STOREFRONT WITH 1" INSULATED GLASS

PNEUMATIC SYSTEM COORDINATE INSTALLATION OF PNEUMATIC SYSTEM AND TUBES WITH EQUIPMENT SUPPLIER DRYWALL WALL BEYOND

B.O. OPENING VERIFY HEIGHT

5 A301

5'-4 3/4"

BRICK VENEER BEYOND BREAK METAL BENT TO CORRECT ANGLE TO SUPPORT/ATTACH GYPSUM WALL BOARD

6 A301

SUSPENDED CEILING TILE. SEE REFLECTED CEILING PLAN FOR HEIGHTS.

14'-3 3/4"

ATM BY EQUIPMENT SUPPLIER

ATM AND AHD SURROUND BY EQUIPMENT SUPPLIER

T.O. OPENING VERIFY HEIGHT

8 A602

LOBBY 102

"J" BEAD ENTIRE PERIMETER

Filename : 16-2052 A601 Enlarged Details.dwg

EXISTING FURRING AND DRYWALL TO REMAIN

STEEL BEAM W/ CONT. STEEL BOTTOM PLATE. SEE STRUCTURAL DWGS.

BACKER ROD TO PREVENT AIR INFILTRATION

11 A602

FURRING AND GYPSUM WALL BOARD. WRAP GYPSUM WALL BOARD BACK TO WINDOWS

DRIVE-UP WINDOW TO MATCH EXISTING OPENING

31INSTALL R-19 BATT INSULATION

OFFICE 106

1/8" REMOVABLE15'-4 PLASTIC LAMINATE PANEL BY CASEWORK CONTRACTOR

2 1/2" METAL STUD W/ 5/8" GYPSUM WALL BOARD ENTIRE PERIMETER

B.O. STEEL/T.O. WINDOW ELEV. 109'- 11 1/2"

5 A602

JANITOR 109

9'-6"

1'-0 5/8" ±

51 2X BLOCKING FOR ALUMINUM STOREFRONT ATTACHMENT AROUND ENTIRE PERIMETER (TYP. ALL WINDOWS)

DRYWALL RETURN BEYOND

ATM/NIGHT DROP 114

C SIM.

SIM.

FUR AND WRAP DRYWALL TO CREATE A FINISHED PRODUCT

1"=1'-0"

INTERIOR ALUMINUM STOREFRONT SYSTEM

STEEL BEAM W/ CONT. STEEL BOTTOM PLATE. SEE STRUCTURAL DWGS.

ENLARGED PLAN SCALE:

A602

8'-6 3/8"

106

EXISTING BRICK 1 VENEER TO REMAIN

D SEE SUSPENDED CEILING TILE. SIM. PLAN FOR REFLECTED CEILING HEIGHTS 114

7'-9 1/8"

1"=1'-0"

EXISTING WALL AND HEADER TO REMAIN

112

11'-1 1/2"

SCALE:

EXISTING STEEL 115 JOISTS TO REMAIN

B.O. EXISTING STEEL ELEV. 110'-8"

ALIGN METAL FINISHES BREAK WRAPPED COLUMN ADD STUDS AND BEYOND DRYWALL TO COMPLETE COLUMN WRAP SEALANT/CAULK AND BACKER ROD ENTIRE PERIMETER (EXTERIOR & EXISTING DRYWALL INTERIOR). SHIM AS NEEDED. AND STUDS TO SUB-SILL CONTINUOUS UNDER ALIGN FINISHES REMAIN FRAMING SYSTEM. SUB-SILL SHALL BE EXISTING STEEL EXISTING CMU WALL END DAMMED & SEALED TO SUBSTRATE. MAKE WATER TIGHTCOLUMN TO REMAIN TO REMAIN EXISTING DRYWALL SOLID SURFACE SILL TO REMAIN 2x WOOD FRAMING RIPPED TO SIZE AROUND LOWERED COLUMN BASE. FRAME AS NEEDED TO 1 SUPPORT SOLID SURFACE SILL

BREAK METAL FLASHING TO MATCH ALUMINUM STOREFRONT. BREAK METAL SHALL WRAP OVER BRICK EDGE 1" MIN TO CREATE DRIP.

B.O. WINDOW ELEV. ALIGN W/ EXISTING WINDOW

ENLARGED PLAN

File Location : X:\2016 Projects\2016 K4 Architecture\16-2052 Centra Credit Union - New Albany\Arch\

ename : 16-2052 A601 Enlarged Details.dwg

FURRING AND GYPSUM WALL BOARD. WRAP GYPSUM WALL INTERIOR PARTITION. BOARD BACK TO WINDOWS SEE FLOOR PLAN FOR

6 A602

A 109

107 ENLARGED PLAN

11 A602

EXISTING BRICK VENEER TO REMAIN

VERIFY DIMENSION WITH EQUIPMENT SUPPLIER

B.O. OPENING 107'-3 1/2"

B.O. SOFFIT ELEV. 110'-0"

WAITING AREA 111

INTERIOR PARTITION. SEE

42 F

INTERIOR PARTITION. SEE FLOOR PLAN FOR WALL TYPES.

D EXISTING CMU WALL TO REMAIN

EXISTING STEEL CANOPY18 SUPPORT TO REMAIN

2X BLOCKING FOR ALUMINUM STOREFRONT ATTACHMENT AROUND ENTIRE PERIMETER (TYP. ALL WINDOWS)

1"=1'-0"

SCALE:

EXISTING FURRING AND DRYWALL TO 29 REMAIN

BREAK METAL BENT TO CORRECT ANGLE TO SUPPORT/ATTACHB.O. STEEL/T.O. WINDOW GYPSUM WALL BOARD ELEV. 109'- 11 1/2"

PNEUMATIC SYSTEM COORDINATE INSTALLATION OF PNEUMATIC SYSTEM AND TUBES WITH EQUIPMENT SUPPLIER EXISTING BRICK AND CMU WALL TO REMAIN CASEWORK BY CASEWORK CONTRACTOR

1'-10" HOLD

CONTINUOUS J BEAD (BOTH SIDES)

555 Gest Street Cincinnati, Ohio 45203 Tel: (513) 455-5000 CUSTOMER Fax: (513) 455-5008 RESTROOM Webpage: www.k4architecture.com 107 A Email: info@k4architecture.com

3 5/8"

2 A301

9'-6"

EXISTING STEEL JOISTS TO REMAIN

46 20

OFFICE 112

WINDOW DETAIL

108a

9'-6"

1"=1'-0"

10'-6"

SCALE:

9 A602

C 7'-9 1/8"

7'-7"

2150 State Street New Albany, Indiana

ENLARGED PLAN

555 Gest Street Cincinnati, Ohio 45203 Tel: (513) 455-5000 Fax: (513) 455-5008 Webpage: www.k4architecture.com Email: info@k4architecture.com

WORK AREA 115

LOUNGE 108

3 5/8"

GYPSUM WALL BOARD. 113 DIMENSION TO MATCH EXISTING. ALIGN FACE OF 9'-10 1/2" DRYWALL W/ EXISTING DRYWALL FACE BEYOND

3'-11 1/8"

INTERIOR PARTITION. SEE FLOOR PLAN FOR WALL TYPES

3/8" CHAMFER

3 A602

B.O. SOFFIT ELEV. 110'-0"

2'-10 1/2" 22

4'-0" TYP. 2'-0" 2'-0" TYP. TYP.

INTERIOR ALUMINUM STOREFRONT SYSTEM

EMPLOYEE RESTROOM 110

FURRING AS NEEDED. ADIMENSION TO MATCH EXISTING

EXISTING ROOF ASSEMBLY TO REMAIN

2'-2 1/8" ±

4" 4"

CONTINUOUS J BEAD (BOTH SIDES)

7 PLYWOOD BLOCKING AS INSTALL NEEDED FOR SOLID SURFACE SILL

FINISHED FLOOR E ELEV. = 100'-0"

110

SOLID SURFACE SILL. SEE I101F FOR MATERIAL SELECTION

EXISTING CMU NEW FACADE BY LANDLORD

1"=1'-0"

SCALE:

EXISTING WINDOW

EXISTING BRICK VENEER

INTERIOR PARTITION. SEE FLOOR PLAN FOR EXISTING ROOF WALL TYPES. ASSEMBLY TO REMAIN

2X BLOCKING FOR ALUMINUM STOREFRONT ATTACHMENT AROUND ENTIRE PERIMETER (TYP. ALL WINDOWS)

B.O. EXISTING STEEL ELEV. 110'-8"

108b

7'-5 7/8"

A602

20 C

STORAGE 113

5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUDS AT 16" O.C. FILL STUD CAVITY WITH 6" SOUND ATTENUATION BLANKETS. EXTEND GYPSUM BOARD 6" ABOVE CEILING. ATTACH 7 BRACES (KICKERS) AND EXTEND STUDS TO THE DECK ASPLAN REQUIRED TO SUPPORT WALL. ENLARGED

CREDIT UNION

1 A301

8'-4 1/2"

CENTRA

5/8" GYPSUM WALL BOARD 5/8"RETURN GYPSUM BOARD ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTENDEXISTING GYPSUM CMU BOARD 6" ABOVEW/CEILING. ATTACK BRACES (KICKERS) AND EXTEND STUDS TO THE DECK AS TO REMAIN ALUMINUM STOREFRONT 1" INSULATED GLASS.TO EXTRUDE REQUIRED SUPPORT WALL. ALUMINUM SUB SILL CONTINUOUS 5/8" GYPSUM BOARD ON 7/8" HAT CHANNEL AT 16" O.C. FURRING INTERIOR SIDE OF CREDIT UNDER FRAMING SYSTEM. SUB EXISTING BRICK SPACE. EXTEND GYPSUM BOARD 6" ABOVE CEILING. SILLUNION TO BE END DAMMED & TO REMAIN SEALED SUBSTRATE MATERIAL. 5/8"TO GYPSUM BOARD ON ONE SIDE OF 2 1/2" METAL STUDS AT 16" O.C. EXTEND ENTIRE MAKE SYSTEM WATERTIGHT BRICK INFILL 2x6 WOOD ASSEMBLY 6" ABOVE CEILING. BY LANDLORD STUD FRAMING BREAK FLASHING 5/8"METAL GYPSUM BOARD EACH SIDE OF 6" METAL SUDS WITH AT 16" O.C. 1 5/8" FLANGE - 20 GAUGE AND BRICK SILL BELOW TYVEK BUILDING WRAP. RETURN (362S162-33) AT 16" O.C. FILL STUD CAVITY WITH 6" SOUND ATTENUATION BLANKETS. EXTEND BACKER ROD AND CAULK 2x PRESSURE TREATED WRAP TO WITHINTRACK 1" OF DRYWALL ENTIRE PARTITION ASSEMBLY TO UNDERSIDE DECK. INSTALL DEFLECTION AT BOTH OF SIDES (INTERIOR BLOCKING RIPPED TO SIZE DECK UNDERSIDE. AND EXTERIOR)

REFER TO T001 FOR ADDITIONAL GENERAL NOTES.

7'-9 5/8"

5'-1 3/8"

C. D.

7 A602

GENERAL NOTES:

PROJECT DESCRIPTION:

INTERIOR ALUMINUM STOREFRONT SYSTEM CONTINUOUS J BEAD (BOTH SIDES)

SIM.

11'-7 1/4"

NEW FACADE 1"=1'-0" BY LANDLORD

EXISTING HAT

T.O. EXISTING PARAPET ATTENUATION PERIMETER OF THECHANNEL CEILING FINISHESBLANKETS ON THEALIGN TOIN ELEV. 125'-0" ALL ROOMS THAT HAVE SOUND ATTENUATION BLANKETS FINISHES IN THE WALLS. BELOW REMAIN

SILL BELOW

SIM.

2'-7 1/2"

ENLARGED PLAN SCALE:

ALIGN

SOLID SURFACE SILL3BELOW LAY 4'-0" OF 1/2" SOUND

2 A603

VERIFY WITH EQUIPMENT SUPPLIER

INTERIOR ALUMINUM STOREFRONT SYSTEM

INTERIOR PARTITION. SEE FLOOR PLAN FOR WALL TYPES.

1 A401

7'-4 1/2"

REFER TO T001 FOR ADDITIONAL GENERAL NOTES.

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL SUDS WITH 1 5/8" FLANGE - 20 GAUGE (362S162-33) AT 16" O.C. FILL STUD CAVITY WITH 3 1/2" SOUND ATTENUATION BLANKETS. EXTEND ENTIRE PARTITION ASSEMBLY TO UNDERSIDE OF DECK. INSTALL DEFLECTION TRACK AT DECK UNDERSIDE. 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. FILL STUD CAVITY WITH 3 1/2" SOUND ATTENUATION BLANKETS. EXTEND GYPSUM BOARD 6" ABOVE CEILING. ATTACH 5/8" GYPSUM EXTERIOR EXISTING DRYWALL BRACES (KICKERS) AND1/2" EXTEND STUDS TO THE DECK AS REQUIRED TO SUPPORT WALL. WALL BOARD GRADE SHEATING TO REMAIN

3'-2 3/4"

1'-0"

INTERIOR PARTITION. SEE FLOOR PLAN FOR WALL TYPES.

PARTITION LEGEND:

2X BLOCKING FOR ALUMINUM STOREFRONT ATTACHMENT AROUND ENTIRE PERIMETER (TYP. ALL WINDOWS)

CONTINUOUS J BEAD (BOTH SIDES)

A602

EXISTING BRICK AND CMU WALL TO REMAIN

T.O. EXISTING PARAPET ELEV. 125'-0"

GENERAL NOTES:

FLOOR PLAN SCALE:

1/4"=1'-0"

Plot Date : Jun. 20, 2017 12:30pm

Rendering by K4 Architecture

Thank you for your consideration! plummeki@mail.uc.edu p. 513.341.3205