Professional Work Samples

KATARINA MARJANOVIC PROFESSIONAL WORK SAMPLES

Artist, designer, educator and explorer.

Nature’s resiliency has always inspired me, in design and beyond. Forever a curious person, I’m interested in where architecture and construction have been in order to question current standard practices and where they should be going. My work experiences have allowed me a variety of opportunities, and I am excited to push forward and be challenged. What excites me is being present in the early design phases to create meaningful client relationships, as well as foster creative ideas throughout the project.

I am looking for a firm that will allow me to learn and grow into the role of an architect, and push my boundaries as a designer. If you wish to learn more about me and my work, I would be more than happy to meet and discuss the future of research, construction and design in person.

KATARINA MARJANOVIC

217.840.2777 | marjanovic.katarina@gmail.com

EDUCATION University of Pennsylvania | M.Arch |2020

University of Illinois| B.S. Architectural Studies | 2014

Ecological Architecture certificate

Junior year abroad in Versailles, France | 2012-2013

Paul Philippe Cret Medal

Chancellor’s scholar |2010-14

EXPERIENCE WRT | Designer April 2021 - May 2024 ∙ Specialized in new construction of low-income, multi-family housing and led renovations, additions, and master planning in education. ∙ Developed strong construction administration skills overseeing housing projects, including reviewing submittals, RFIs, and maintaining logs. ∙ Conducted site visits, wrote detailed field reports, and participated actively in project meetings. ∙ Coordinated directly with sub-consultants throughout all project phases. ∙ Recognized for expertise in graphics, modeling, and rendering. ∙ Sole support staff on two education masterplanning projects, involving direct client communication and organizing focus groups.

DIGSAU | Architectural Intern May 2019 - August 2019 ∙ Worked on programmatic, schematic and design development for a new workforce development building at Bucks County Community College. ∙ Participated in client meetings and maintained direct coordination with structural engineer. ∙ Responsible fro overseeing digital and physical modeling efforts for various office projects.

RATIO | Designer March 2016 - July 2017 ∙ Developed and documented construction details, FF&E packages, and contributed to programmatic and design development across diverse sectors including education, government, hospitality, and urban planning projects. ∙ Coordinated seamlessly between multiple large-scale projects, engaging at every level to ensure cohesive project execution and client satisfaction. ∙ Actively contributed to RATIO Women in Architecture, coordinating meetings across offices, securing keynote speakers, and participating in mentorship programs to drive personal and professional growth goals.

BAILEY EDWARD | Junior Designer August 2014 - March 2016 ∙ ∙ ∙

Managed construction documentation, design development, and detailed drawings.

Responsible for reviewing and revising shop drawings and scheduling to ensure project timelines were met.

Demonstrated exceptional coordination skills as the sole office intern, effectively managing drawing sets and facilitating seamless communication between consultants.

INVOLVEMENT

SKILLS

UNIVERSITY OF PENNSYLVANIA | Co-Lecturer

Adobe Creative Suite ArcGIS AutoCAD Dynamo Enscape Fabrication Grasshopper

∙ ∙ ∙

Florencia Pita | Fall 2023, Spring 2023, Spring 2022 Karel Klein | Fall 2021 Bryony Roberts | Spring 2021

ARCHITECTURE DESIGN EDUCATION| Center for Architecture & Design Fall 2022 | Spring 2024 The ADE volunteer program aims to provide the building blocks necessary to develop young students’ understanding of architecture and the built environment.

Keyshot Lumion Maya Revit Rhino Twinmotion VRay

GEORGE SCHOOL MASTERPLAN

Bucks County, PA

WRT | 2022 Roles | Masterplanning, site visits, graphics, presentations, focus group meetings, final report Campus Building Types | 25 total buildings, academic ~97,000 sf, community ~15,000 sf, residential, athletics, maintenance Background |1893, Quaker tradition as its touchstone and academic excellence at its core Site | 265 acres, forest surrounding site, South Lawn, quad cores, proposed South Meadow Areas of focus |academic, dining, facilities, community, dining Orchestrated over 22 months, this master plan was developed through an iterative and collaborative process led by the campus master plan Steering Committee, supported by stakeholders from George School’s community, board, and administration. Designed to enhance the learning environment for approximately 550 day and boarding students in grades 9 through 12, the plan prioritizes current community needs while emphasizing long-range planning for an optimal educational experience across generations.

Full report available upon request.

Existing Campus Master Plan

Guided by the Campus Master Plan steering committee, the George School community, board, and administration, the following themes emerged: • Redefine educational areas to accommodate an updated curriculum.

• Enhance sense of community by upgrading communal areas.

• Elevate boarding by improving residential facilities.

• Refocus sustainability efforts throughout campus.

The Campus Shifts serve to direct the community vision and engage with the campus. The objectives defined were: » refocus campus, academic and community cores » strengthen educational opportunities » expand connections to entire campus » clarify pedestrian and vehicular circulation » create a landscape framework

PA-332 PA-332 Other: New Maintenance Complex & Updated Parking Phase 3: New Dining & Updated Student Center

Main

Phase 3: New Dining & Updated Student Center

PA-413

Other: New Maintenance Complex & Updated Parking

Main

Drive

Residential Quad Residential Quad

Phase Updated

Main Phase 2: New & Updated Academics

Main

South Lawn Academic Quad

Lo o

Academic Quad

Phase 1: New Academic Building

Academic Walk

Academic Walk

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Phase 1: New Academic Building

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South Lawn

ve Farm Dri Ne

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LEGEND

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sh

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Existing building Proposed new buildings

Road / paths

Refer to page 35 for existing reference map

ce map

e Lane

8

Proposed Campus Master Plan

e Lane

Fields

Meeting Hous

s

Meeting Hous

Renovated existing buildings

MIAMI COUNTRY DAY SCHOOL MASTERPLAN

Miami-Dade, FL

WRT | 2022 Roles | Masterplanning, site visit, graphic outputs, presentations, focus group meetings, report Areas of focus | Campus site, new middle, upper, environmental, dining & athletics, renovation of lower school Constraints | 2 stories or 35’ height, setbacks, flood elevation, zoning approval, adjacent parcels, vehicular stacking & circulation Site | Existing 220,000 gsf, Proposed 330,000 gsf The Campus Master Plan for Miami Country Day School carefully assessed evolving needs and aligns closely with its mission. Integrated with the school’s Strategic Plan, the Campus Master Plan enhances existing buildings, explores renovation and re-purposing opportunities, fosters a stronger school community through improved physical spaces and connections, empowers learners with new state-of-the-art facilities and collaborative learning environments, and promotes access to nature through innovative outdoor learning and collaboration areas. The site presented several challenges including flood elevation requirements, field reduction considerations, accommodating additional square footage for projected student enrollment, and managing vehicular traffic.

GREEN SPACE CLASSROOM PRE K-2ND CLASSROOM BREAKOUT

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

1 2 3 4 5 6 7 8

CLASSROOM

CLASSROOM BREAKOUT BREAKOUT

CLASSROOM

CLASSROOM PLANTINGS LINING CORRIDOR OUTDOOR CLASSROOM

OUTDOOR CLASSROOM

class-sized breakout

GREEN SPACE

OUTDOOR CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

Upper School Middle School Environmental Center Arts Center Athletics Franco Center Lower School Dining

CLASSROOM

BREAKOUT BREAKOUT

4

CLASSROOM

CLASSROOM OUTDOOR CLASSROOM

OUTDOOR CLASSROOM

shared breakout

CLASSROOM

CLASSROOM

CLASSROOM

1

BREAKOUT

3

2

OUTDOOR CLASSROOM

6

studio-style breakout

Due to the existing conditions and goals of the strategic plan, several buildings on campus were identified as needing new construction. Middle and upper school lack flexible spaces for project-based learning and interdisciplinary collaboration, and class sizes fall short of the school’s target enrollment. The graphics above illustrate plan configurations for connecting outdoor classrooms with circulation and breakout spaces.

New dining, support spaces and integrating connections to the outdoors with resilient landscape planning were also crucial design challenges.

7 5

8

Existing Campus Master Plan

The initial proposed Campus Master Plan incorporated comments from many focus group sessions. The new Upper School building includes collaborative hubs, new classroom spaces, dining, administration, and wellness. The new Middle School focused on small group collaboration and breakout spaces, as well as outdoor connections and classrooms.

Making every day on campus feel welcoming was a key goal. Introducing the new Spartan Hub at the main campus entrance as a welcome center created that nexus and provided much needed meeting support for staff.

3 Interior view of new upper school collaboration space with views into classrooms

2

6

4

1

5

1 2 3 4 5 6

Upper School w/ dining Middle School Environmental Center Spartan Hub Athletic addition Garage Expansion

Two views of the new dining space that would also serve as a flexible gathering location

6

1 2

Exterior view between existing arts center and new upper school

3

5

Exterior view of environmental center

4

Initial Campus Master Plan

Assumptions were made in the Initial Plan regarding vehicle stacking and turnaround that required reassessment after board approval. The original long driveway on the site meets the city’s stacking requirements but divides the campus, creating a disconnect between the north and south campus. The challenge was to meet the square footage of the new buildings, consider pedestrian traffic, plan for food service, while also gaining traffic plan approval.

3

The updated proposed Campus Master Plan was a result of updating the traffic and site plan to reflect the needed stacking and drop off concerns.

This master plan continues to reinforce Miami Country Day’s strategic vision and support the school’s goals.

2 4

For the Upper School to contribute all necessary programmatic requirements and relationships between spaces, there were many discussions to accommodate this by reducing the field size. This also allowed for landscape to incorporate the minimum flood elevation requirement in Miami-Dade County of 8.0’.

1

1 2 3 4 5

Upper School w/ dining Middle School Environmental Center Spartan Hub Athletic addition DROP OFF Drop off STACKING stacking GARAGE BYPASS Garage bypass DROP OFF Drop off ZONE zone DROP OFF BYPASS / EXIT Drop off bypass / exit TRAFFIC COORDINATOR Traffic coordinators CONES Cones

8.0'

8.0'

8.5'

5.6'

Construction

1

7.1'

Phasing Zone

2 3

5

4

Updated Campus Master Plan - Traffic Plan

MARSHALL RIDLEY

Newport News, VA

WRT | Spring 2021 - Spring 2024 Roles | Construction Documentation (50% CDs - Issued for Construction including detail consultant coordination), Construction Administration (site visits and contractor collaboration) Mixed Use | 3 stories, 41 units, 57,000 gsf, 2 retail spaces, fitness, community room, Townhomes | 14 buildings, 114 units, 133,000 gsf Unit Types| 92 universal design, 17 accessible, 4 hearing /vision Codes | ICC, ANSI A117.1, UFAS, Fair Housing Act, HUD, VHDA, ADAAG Materials | concrete slab on grade foundations, wood framing, brick, fiber cement, metal After securing a Choice Neighborhood grant from HUD, Newport News collaborated with WRT to master plan the city, identifying multiple key sites to engage the community and catalyze revitalization efforts. Marshall Ridley represents the second housing project in the area, featuring mixed-use facilities such as a community room, fitness center, and laundry amenities.

Emphasizing variety and fostering a sense of ownership was paramount for users, through diverse materials, colors, and architectural forms in the townhomes. Outdoor connectivity was also prioritized, with the majority of units featuring balconies or porches. The landscape design team integrated a trail that spans the site, enhancing the neighborhood with natural elements and promoting community interaction outdoors.

Revit Render via Enscape

Ground-up construction was a fantastic learning experience.

There were many decisions made with the contractor on-site, as well as extensive coordination with consultants.

Masterplan completed by others

1 BRICK MASONRY VENEER

ASK-006B VENEER TIES

1 ASK-006B

FLEXIBLE SELF-ADHERING FLASHING TO LAP CONT MTL

FLASHING

THRU-WALL FLASHING BRICK MASONRY VENEER

SHELF ANGLE

STEPPED THRU-WALL FLASHING FLEXIBLE SELF-ADHERING WITH END DAM FLASHING TO LAP CONT MTL THRU-WALL FLASHING

VENEER TIES

FLASHING

WEEP VENT (1) PER STEP MIN

SHELF ANGLE

STEPPED THRU-WALL FLASHING WITH END DAMCOUNTER FLASHING WEEP VENT (1) PER STEP MIN

SHEATHING

COUNTER FLASHING STEEL ANGLE, SSD

ASPHALT ROOF SHINGLES

WOOD ROOF TRUSS SHEATHING (SEE PLAN / SCHEDULE)

STEEL ANGLE, SSD

WOOD ROOF TRUSS (SEE PLAN / SCHEDULE)

ASPHALT ROOF SHINGLES

BACK UP PLATE, SSD BACK UP PLATE, SSD

4" 8"

8"

8"

8"

8"

8"

8"

4" 8"

8"

8"

8"

2' - 8"

2' - 4"

2' - 8"

UNIT

8" 4" 8"

8" 2' - 4"

8"

2' - 3"

ATTIC

2' - 3"

@ LOW ROOF ELEVATION @ LOW ROOF ELEVATION iteration enlarged side elevation at thin brick 2 BRICK 2FirstBRICK 1/2" = 1'-0"

ATTIC

INTERIOR UNIT INTERIOR

8" 4"

11

BRICK @ LOW 2 BRICK @ LOW ROOFROOF DETAILDETAIL 2 First iteration brick at low roof detail 1 1/2" = 1'-0" 1 1/2" = 1'-0"

1/2" = 1'-0"

10

TRIM

ASK-016 A-504

THIN BRICK LOCATIONS BLDG C (1) BLDG E (1) BLDG F (2) BLDG G (1) BLDG H (2) BLDG L (1) BLDG M (2) BLDG N (1)

Due to structure and cost,9 the design team and client decidedSTEPPED to FLASHING A-504 CN III-R & IV-R TOWNHOUSE TO LOW ROOF DETAIL transition to thin# 8119.02 brick at the roof level to avoid the need for steel BRICK at this CN III-R & IV-R TOWNHOUSE BRICK TO LOW ROOF DETAIL small section of facade at many of the buildings. The thin brick is the # 8119.02 SEE DWG 3/30/2023 BRICK ROWLOCK, HEIGHT VARIES,product ALIGN TO BOTTOM same as the normal brick but at 0.5-1” thick. The details show OF TRIM, COORDINATE WITH ROOF HEIGHT TYP. the transitions from thin brick to normal brick as well as the thin brick to low roof.

ENLARGED SIDE ELEVATION @ THIN BRICK, TYP. ASK-016

SHEET TITLE

SCALE SEE DWG

SHEET TITLE

WRT, LLC | 1700 Market Street, Suite 2800 | Philadelphia, PA 19103 REF wrtdesign.com | 215.732.5215 DWG SCALE

REF DWG

DATE 3/30/2023

DATE

ASPHALT ROOF SHINGLES 3/4" PLYWOOD SHEATHING

ASK-006B

ICE AND WATER SHIELD

1' - 6"

2X6 OUTRIGGER

WRT, LLC | 1700 Market Street, Suite 2800 | Philadelphia, PA 19103 wrtdesign.com | 215.732.5215

5

METAL HEMMED DRIP EDGE

ASK-006B

1X PVC TRIM

1/8" = 1'-0"

VENTED SOFFIT W/J-TRIM 1X PVC TRIM GLEN-GERY ELITE PANEL

GLEN-GERY ELITE PANEL

THIN BRICK 1/2" SHEATHING W/ INTEGRAL WEATHER BARRIER

BLOWN-IN INSULATION FLEXIBLE SELF-ADHERING FLASHING TO LAP STARTER ANGLE

FLEXIBLE SELF-ADHERED FLASHING TO LAP STARTED ANGLE

WEEP HOLES MAX 24" O.C.

2" MIN

WOOD ROOF TRUSS (SEE PLAN / SCHEDULE)

UNIT INTERIOR

ATTIC

CONTINUOUS STEPPED STARTED ANGLE FASTENED TO SUBSTRATE STEP FLASHING PER MANUF'S REC

BRICK ROWLOCK

ASPHALT ROOF SHINGLES

BRICK MASONRY

ICE AND WATER SHIELD

SCALE N/A

CONTINUOUS 10 STEPPED STARTER ANGLE FASTENED ASK-016 A-504 TO SUBSTRATE

ALIGN

CONTINUOUS SEALANT JOINT

9 ASK-016 A-504

5/8" GWB

STEPPED FLASHING

1"

VENEER TIES

9

5

EXTERIOR

Brick at low roof detail@ 2 LOW ROOF ENLARGED ELEVATION @ THIN BRICK, TYP. BRICK DETAIL SIDE 2

1 1/2" = 1'-0"

SHEET TITLE

TRIM

BRICK ROWLOCK, HEIGHT VARIES, ALIGN TO BOTTOM INTERIOR OF TRIM, COORDINATE WITH ROOF HEIGHT TYP.

10 BRICK @ LOW ROOF DETAIL

CN III-R & IV-R # 8119.02

WD BLOCKING TO ALIGN THIN BRICK W/ MASONRY BELOW

3/4" GAP

3/4" GAP

WEEP VENT MAX 24" ON CENTER SHEATHING

1 1/2" = 1'-0"

1/8" = 1'-0"

THIN BRICK DETAIL & TYP ELEVATION REF DWG

ASK-016

DATE 7/10/23

GLEN-GERY ELITE PANEL

WRT, LLC | 1700 Market Street, Suite 2800 | Philadelphia, PA 19103 wrtdesign.com | 215.732.5215

THIN BRICK

FLEXIBLE SELF-ADHERING FLASHING TO LAP STARTER ANGLE

3/4" GAP

WEEP VENT MAX 24" ON CENTER SHEATHING

2" MIN

WOOD ROOF TRUSS (SEE PLAN / SCHEDULE)

UNIT INTERIOR

Photo of thin brick to normal brick detail

ATTIC

Brick at low roof detail 1

10 BRICK @ LOW ROOF DETAIL 1 1/2" = 1'-0"

CONTINUOUS STEPPED STARTED ANGLE FASTENED TO SUBSTRATE STEP FLASHING PER MANUF'S REC ASPHALT ROOF SHINGLES

ICE AND WATER SHIELD

UPLANDS II WRT | Spring 2023 - Spring 2024 Roles | Construction Administration (site visits, submittal & RFI review, contractor collaboration) Apt Complex | 10 buildings, 150 units, 160,000 gsf Unit Types| 36 visitable, 16 accessible, 4 hearing /vision Construction Type | VA 4 stories, VB 3 stories Materials | concrete slab on grade foundations, wood framing, brick, fiber cement, vinyl siding, composite decking, metal Codes | ICC, ANSI A117.1, UFAS, Fair Housing Act, HUD, ADAAG, Maryland Building Performance Standards, Baltimore City Codes Comprised of 8 open breezeway-style apartment buildings and 2 townhouse-style buildings, this multi-family housing project is integral to a larger housing development adjacent to the completed Uplands I. My involvement focused on CA, requiring rapid familiarization with project documentation and site complexities. A major site challenge was the topographic change on one side that involved significant challenges, from staircases to the integration of custom metal louvers. As the primary contact for interior issues, I oversaw ADA compliance, kitchen details, and coordinated all sub-consultant conflicts.

Baltimore, MD

GENERAL PLA 1.

DIMEN A.

B. C.

D.

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2

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WALL. BUTT JOINT TREADS AND PROVIDE BLOCKING TO SUPPORT BELOW.

PRESSURE TREATED STRINGER BEYOND. REFER TO STRUCTURAL FOR HANGER

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4' - 7"

6' - 5 1/4"

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REF

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5' - 0"

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PRESSURE TREATED WOOD FRAMING, REFER

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3.I BLDG 9 - LEVEL 2D 393' - 11"

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6' - 7 1/4"

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5 A-303_A

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8

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11" TYP.

4' - 8 3/4" 5' - 5 1/2"

15' - 8"

A-316_A

A-206_A

REFER TO A-423_A & A-424_A FOR LANDING ELEVATION

TREADS, RISERS AND EDGE OF LANDING TO RUN PARALLEL WITH4 BEAM

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REF

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BLDG 9 - LEVEL 3C 407' - 7"

2' - 2 1/2"

10' - 3"

UNIT 2D

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BLDG 9 - LEVEL 1D 384' - 3"

1' - 9 1/2"

6' - 2 1/2" 4' - 11 1/2"

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9' - 8"

12' - 9"

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UNIT 1B ALT

UNIT 2D

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4' - 6"

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5' - 10 1/4"

4' - 11"

4' - 0"

4' - 7"

9.B

8' - 1 1/4"

9.A

1' - 5 31/32"

4' - 7"

24' - 2"

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5' - 3 1/4"

4' - 7"

10' - 2"

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3.8

27' - 2"

4' - 9"

4' - 7"

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E2-NR

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2

15' - 8"

10' - 4"

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1 A-311

3.7

17' - 2"

E2-R

6' - 3 1/2"

4' - 7 1/2" 4' - 10"

2' - 8 1/2" 4' - 9"

3.A

79' - 2"

3.68

26' - 10"

12' - 11"

2' - 6"

SIM

1 A-312

1 3.6 A-303_A

4 A-303_A

10' - 3 1/8"

3.00°

27' - 2"

3.5

1

A-303_A

A-311

12' - 7"

ALIGN MATERIAL CHANGE WITH ROOF ABOVE

A-205_A 3

3.4

5' - 5 1/2"

3.2

3.31

3.3

REF

SIM

2 A-312

A-303_A

A-312

1' - 4"

3.1

ALIGN MATERIAL CHANGE WITH ROOF ABOVE

2

SIM

1

SIM

1

4

SECT_DETAIL_EXT_STAIR TOP - CONNECTION 1/8" = 1'-0" 3/4" = 1'-0"

3

5 A-304_B 9.D

RAL DRAWINGS ONS AND SIZES

9.E

4' - 11"

4' - 7 1/4"

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7' - 6 3/4"

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E2-NR E5-R W D

7

REF

E1-R

W

4

4

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E4-NR

E3-NR

E5-R

5' - 5 1/2"

E3-NR

6' - 7"

DS

5' - 4"

DS

DS 6' - 4"

10' - 9 1/2"

4' - 7"

6' - 6"

DS DS 6' - 6"

11' - 4 1/2"

4' - 7"

E2-R

27' - 2"

2 A-303_A

10' - 8"

DS

DS 5' - 4"

E2-R 3

4

1

A-303_A

A-303_A

A-303_A

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E4-NR

4

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E3-NR

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25' - 11" 10' - 3"

5' - 0"

UNIT 1B

A-206_A 4

4' - 9"

15' - 8"

2' - 0"

9

2

D

25' - 11"

10' - 7"

A-206_A

UNIT 2D

1

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2' - 2 1/2" 4' - 0"

REF

P2B

A-206_A

UNIT 1B

E4-NR DS

W

8

UNIT 2D E4-NR

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P2B

P1B

SLOPE

REF

5' - 0"

D

W

A-205_A

3.G 3.H 10' - 3"

W

UNIT 2D

2 / A-424_A

D

2

SIM

A-206_A

A-311

D

10' - 3"

5' - 0"

5

D

25' - 11"

6' - 2"

A-206_A

W

5 A-303_A

3

E4-NR

E3-NR

6' - 7"

DS

3' - 10" 2' - 4"

15' - 8"

12' - 9"

REF 4

3.F

E4-NR

STAIR

P2B REF

1

3.E

W

REF

26' - 5"

UNIT 2D ALT

STAIR

UNIT 1B ALT

UNIT 2D

2 / A-423_A

3

E2-NR

E5-R

4' - 9"

4' - 9"

13' - 8"

E5-R

UNIT 2B ALT

A-316_A

3.D

4' - 0" 2' - 6 1/2"

4

4

E3-NR

As indicated

D

1/4" = 1'-0"

E1-NR

E3-NR

ASK-21

3.B

3.C

4' - 7"

24' - 2"

DATE

04/04/24

11' - 1 1/2"

2' - 0"

24' - 2"

4

REF

GDC

4' - 7"

10' - 0"

REF

4' - 5 3/4"

7"

E1-NR

E4-NR

11

4' - 2" 4' - 2"

3 ENLRG BREE

3.8 27' - 2"

17' - 2"

1' - 6"

4' - 7"

As indicated

4

10

A-205_A

10' - 2"

ASK-21

DATE

3.00° 04/04/24

E2-NR

A-303_A

A-206_A

4' - 7"

REF

GDC

10' - 4"

SIM

2 A-312

BUILDING STAIR DETAILS 3.68 33.7

1' - 4"

4' - 11"

39' - 7"

BUILDING 3 STAIR DETAILS

E2-NR

4

SIM

1 A-311

5' - 3 1/4"

SECT_DETAIL_EXT_STAIR BASE4' - 7 1/2" 4' - 10"

W

5

79' - 2"

SIM

1 A-312

4

3.6 A-303_A BUILDING 9 - CROSS SECTION @ STAIR 21 1/4" = 1'-0" A-303_A

39' - 7"

E2-R

- 8 1/2" 4' - 9" 3/4" = 1'-0"2' E2-NR

2 UPLANDS RENTAL PHASE 3.A IIA

UPLANDS RENTAL PHASE IIA 3.5

Philadelphia, PA 19103

CHANGE WITHBASE ROOF SECT_DETAIL_EXT_STAIR ABOVE 3/4" = 1'-0"

2

4' - 9"

1700 Market Street, Suite 2800 wrtdesign.com 215.732.5215

6' - 3 1/2"

1

A-303_A

10' - 3 1/8"

PRESSURE TREATED 26' - 10"STRINGER BEYOND. REFER TO STRUCTURAL FOR HANGER

12' - 11"

2' - 6"

3

3.4

3.00°

27' - 2"

12' - 7"

3.31

3.3

A-311

ALIGN MATERIAL

A-205_A

ABOVE

5' - 5 1/2"

3.2

3.1 A-312

1/4" = 1'-0" CHANGE WITH ROOF

PRESSURE TREATED STRINGER BEYOND. REFER TO STRUCTURAL FOR HANGER

REF

SIM

2

4

15' - 8"

1

2 A-303_A

SIM

1

4

ENLRG BREEZEWAY STAIR 1 - BLDG 3, LVL 2, TYP. ALIGN MATERIAL

3.I

3.J

BUCKS COUNTY COMMUNITY COLLEGE

Newtown, PA

DIGSAU | Summer 2019 Roles | Schematic Design, Design Development, physical & digital modeling Buildings | 2 stories, 30,000 gsf Program | Advanced manufacturing training facility, offices, Construction Type | VB Materials | concrete slab-on-grade, structural steel framing, composite metal and concrete deck, metal cladding Codes | ICC, ANSI A117.1, IBC, ECC, Wildland-Urban Interface Code Bucks County Community College is a dynamic institution dedicated to innovative learning and community engagement. The project aimed to expand classroom space and develop a state-of-the-art facility for handson shop and vocational training. The design carefully considered materiality, size, and site constraints, emphasizing physical and visual connections to the existing campus. Inspiration drawn from technology, craftsmanship, and the natural landscape informed the design process throughout. Digital modeling was utilized to assess environmental impacts, while physical models facilitated client visualization. The project progressed seamlessly from schematic design and site planning to detailed Revit drawings, incorporating daylight studies and ongoing client meetings.

DIG 10

11

12

13

14

15

15.6

ARCHITECT DIGSAU 340 North 12th Philadelphia, P v 215.627.080 www.digsau.c

16

N ROOF (HIGH) 38' - 0"

OWNER BUCKS COUN 275 Swamp R Newtown, PA v 215.968.800 www.bucks.ed

STRUCTURA ENV One Penn Cen 1617 JFK Blvd Philadelphia, P v 267.283.020 www.ENV-tea

ROOF SYS 1 TPO MMB, R-30 MIN FLAT INS OVER SLOPED STRUC DECK

201 ELEC 109 SF

202 CLASSROOM 728 SF

STRUC FR TYP SEE S-SERIES DWGS

203 CLASSROOM 743 SF

204 BOARDRM 747 SF

N ROOF (LOW) 24' - 0"

LEVEL 2 15' - 0"

112 WELDING 2266 SF

100 LOBBY 1290 SF

120 OPEN OFFICE 2224 SF LEVEL 1 0' - 0"

CIVIL ENGINE PICKERING C 642 NewtownNewtown, PA v 215.968.930 www.pcs-civil.

MEP/FP ENG ALDERSON E 407 Lakeside Southampton, v 215.364.563 www.alderson

DIG

ARCHITECT DIGSAU 340 North 12th Philadelphia, PA v 215.627.0808 www.digsau.com

16 15.6

14

D

20' - 0"

A311

13

205' -

35' - 0"

5"

C.7 12

PLAM MWK WITH SSF COUNTERTOP

134C

11

36' - 6"

LINE OF ROOF ABV

100C CONTROL RM 188 SF 36' - 6"

100C

129

DF / BOTTLE FILLING STATION

120

120 OPEN OFFICE 2224 SF 125 124

122

COAT RACK W/ PLAM STOR CUBBIES BEL

122 121 OFFICE OFFICE 104 SF 101 SF

112A 113

112 WELDING 2266 SF

100 LOBBY 1290 SF

112 112B

INT WDW WALL SYS 1, EXTEND TO 8'-0" AFF TYP

3 EMERGENCY SHOWER AND EYEWASH

109 RESTROOM 156 SF 111 IT 131 SF

2

EXT WDW SYS 2 (SSG CRTW)

C

1 1

A420

100A VESTIBULE 192 SF

LINE OF SOFFIT / PLASMA CUT MTL PNL ABV 100A

WD PLANK FEATURE WALL, TYP AT VESTIBULES AND RECEPTION

2

109F

A310

101 CIRCULATION 1728 SF

109D

2 A410

PLAM MWK WITH SSF COUNTERTOP

109C

107 ELEC 323 SF

127 OFFICE 104 SF

128 OFFICE 104 SF

LINE OF PLASMA CUT MTL PNL ABV

101

111

110

MEP/FP ENGIN ALDERSON EN 407 Lakeside D Southampton, P v 215.364.5635 www.aldersone

100A.1

WHITEBD

109E

A311

A311

A310

110 MECH 382 SF

109B

102 LOUNGE 307 SF

DF/BOTTLE FILLING STATION

A310

108

102

103 INSTRUCTOR OFFICE 195 SF

109A

6

STUDENT DISPLAY SPACE

A410

5

ST1-01 STAIR

3

OVHD COILING DR, 10'-0" TALL

123 ELEC 104 SF

121

RECEPTION

126 OFFICE 104 SF

125 124 OFFICE OFFICE 104 SF 104 SF

123

UP

112A SIMULATOR 112 SF

129 CONF 146 SF

127 126

LINE OF LEVEL 2 SLAB ABV

113 SEMINAR 678 SF

OVHD COILING DR, 10'-0" TALL

135 STOR 159 SF

ELEVATOR

113A STOR 109 SF

WHITEBD

AT FULL PERIMETER OF MECHANICAL, INDUSTRIAL MAINTENANCE, AND WELDING HIGH BAYS, EXCLUDING LOCATIONS AT GLZ, PROVIDE CMU STEMWALL TO 3'-0" AFF

135A

128 100B.1

A311

131

132

C.3 134 RESTROOM 135 SF

134A

100B VESTIBULE 104 SF 113A

C.6

134B

100B

CIVIL ENGINEE PICKERING CO 642 Newtown-Y Newtown, PA 1 v 215.968.9300 www.pcs-civil.c

UP

S-2

16' - 0"

10

133 LOUNGE 409 SF

134D

130 OFFICE 145 SF 130

47' - 6" 13' - 6"

16' - 0"

131 OFFICE 141 SF

132 OFFICE 144 SF

18' - 0"

ST2-01 STAIR

4

STRUCTURAL ENV One Penn Cent 1617 JFK Blvd.

Philadelphia, PA v 267.283.0207 www.ENV-team

S-2A

35' - 0"

" 12' - 11

OWNER BUCKS COUN 275 Swamp Ro Newtown, PA 1 v 215.968.8000 www.bucks.edu

13' - 6"

15

103

108 CUST / STOR 81 SF

A310 3

107

106

B 104

EMERGENCY SHOWER AND EYEWASH

CUSTOM FORMED MTL SHADING PNL OF LIKE CONSTRUCTION TO EXT WALL SYS 1 W/ EXT WDW SYS 1 BYD (SSG STFNT), (1) MTL SHADING PNL PER GLZ UNIT TYP

EQUIP TYP, NIC COAT RACK W/ PLAM STOR CUBBIES BEL 105 105A

5

4

104 INDUSTRIAL MAINTENANCE 2455 SF

105A STOR 137 SF

1

A310

39' - 6"

A310

A410 106 MECHANICAL 4163 SF

AT FULL PERIMETER OF MECHANICAL, INDUSTRIAL MAINTENANCE, AND WELDING HIGH BAYS, EXCLUDING LOCATIONS AT GLZ, PROVIDE CMU STEMWALL TO 3'-0" AFF

WHITEBD

WHITEBD

105 SEMINAR 695 SF

LINE OF PLASMA CUT MTL PNL ABV

104A STOR 137 SF

DATE:

BUCKS COUNT

CENTE WORK DEVEL

275 SWAMP NEWTON, P

EXT WDW SYS 1 (SSG STFNT) TYP PROJECT #: PHASE:

A

104A

36' - 0"

36' - 0"

36' - 0"

36' - 0"

36' - 0"

SCALE: FORMAT:

9' - 8"

DRAWN: CHECKED:

180' - 0"

FILENAME: DATE:

1

2 LINE OF PLASMA CUT MTL PNL ABV

1 A210

3

7 A310

4

5

5.8

6

SHEET NAM

FLOO LEVE

FLOOR PLAN - LEVEL 1 1/8" = 1'-0"

SHEET NUM