Portfolio

Page 1

RACHEL JULIUS PORTFOLIO


RACHEL ERIN JULIUS, LEED AP BD+C EDUCATION

Virginia Polytechnic, Blacksburg, VA

Master of Architecture

University of Maryland, College Park, MD

Bachelor of Science in Architecture Minors in Sustainability and Construction Project Management Magna Cum Laude, Dean’s List and Academic Honors every semester

Expected Grad. 2023 Current GPA: 3.94 Graduated Winter 2019 GPA: 3.83

WORK EXPERIENCE HKS, Washington, D.C.

Architectural Intern: • Documented and detailed a mixed-use residential building. Produced field reports and submittals for the underground parking garage in construction.

VIA design, Norfolk, VA

Fall 2020 - Fall 2021

Project Designer: • Modeled, designed, and documented multiple projects, including animal shelters, fire station, apartment complexes, colleges and more

HKS, Washington, D.C.

Spring - Summer 2020

Architectural Internship: • Modeled and documented commercial mixed-use buildings connected to an underground garage

HOK, Washington, D.C. Architectural Internship: • Modeled, designed, and documented public safety headquarters • Designed and visualized C & O Canal restoration project with interns

HMR Architects, Princeton, NJ

Architectural Internship • Drafted and sketched designs, and calculated LEED certification

Architecture Library Graduate Assistant, VT • Organize architecture drawings

Architecture Library Assistant, UMD • Coordinated library support functions

Summer 2022

Summer 2019

Summers 2017 & 2018

Fall 2021 - Present Spring 2019, Winter 2019


LEADERSHIP POSITIONS Bamboo Architectural Competition (BAC)

• Motivated and designed team submission of art installation in Anji, China Pandemic Architecture Ideas Competition, Arch Daily • Led team submission of COVID-19 office ventilation system

Fall 2021

Spring 2020

UMD Club Softball, College Park, MD

Fall 2016 - Winter 2018

• Starting Pitcher, Secretary (3 years), Safety Officer (3 years)

COMMUNITY SERVICE COVID-19 Equitable Access to Care, AIA Task Force

• Diagrammed and edited briefing of social determinants in marginalized populations during a pandemic for HKS

Spring 2020

MD Public Interest Research Group, College Park, MD

Fall 2018 - Winter 2019

UMD SGA Sustainability Committee, College Park, MD

Fall 2017 - Spring 2018

• Registered 21 voters and promoted recycling awareness on campus • Surveyed and enlisted support for a reusable bag system

ACHIEVEMENTS 2022 AIA Blue Ridge Student Design Citation - “Two Rivers Prefab Embassy Housing” Fall 2022 2022 AIA Virginia Prize Overall Award Winner “Trails to Rails” Spring 2022 Univeristy of Maryland Undergraduate Architecture Commencement Speaker Winter 2019

SKILLS Tau Sigma Delta Honor Society in Architecture & Allied Arts Spring 2019

Revit

Creative Cloud

Lumion

Grasshopper

UMD President’s Scholarship Throughout Undergraduate

Enscape

AutoCAD

Tidewater AGC + John W Hill Scholarships Fall 2018

SketchUp

Builders & Contractors Exchange Undergraduate Scholarship Winter 2018

Rhino


[Rachel’s] natural aptitude and passions allow her to excel more rapidly than most young graduates entering the profession. She is keen to pay attention to the practical constructibility side of projects while maintaining a careful eye on the aesthetic result each detail brings... She primarily worked under my direction during her internship and is very much considered a self-starter and independent thinker. She sees project needs before others and quickly pays forward direct efforts to take care of them as they arise. She is well-liked by the staff and shares willingly her technology/software savvy knowledge.

- Donna Phaneuf, FAIA President, VIA design architects, pc


TABLE OF CONTENTS

01

AIA VIRGINIA PRIZE - TRAILS TO RAILS

06

OLD BEACH VILLAGE

02

FIRE-RESCUE STATION 11

07

PUBLIC SAFETY HEADQUARTERS

03

TWO RIVERS - PREFAB EMBASSY

08

REFORESTED ART CAMPUS

04

RESTON ROW RESIDENTIAL

09

GEORGETOWN HERITAGE CANAL

05

PRESERVING PRIDE

10

ARTWORK

State of Virginia - Overall First Place Winner Spring 2022 | Christiansburg, VA

VIA design architects, Norfolk, VA Fall 2020 - Summer 2021 | Norfolk, VA

Virginia Tech Studio - AIA Blue Ridge Citation Spring 2022 | Lagos, Nigeria

HKS, Washington, D.C. Summer 2022 | Reston, VA

University of Maryland Studio Fall 2019 | College Park, MD

VIA design architects, Norfolk, VA Fall 2020 - Summer 2021 | Virginia Beach, VA

HOK, Washington, D.C. Summer 2019 | Outside Washington, D.C.

Virginia Tech Studio Fall 2021 | Blacksburg, VA

HOK, Washington, D.C. Summer 2019 | Washington, D.C.

Range of Mediums Completed in Free time



01

AIA VIRGINIA PRIZE - TRAILS TO RAILS Overall First Place Winner for AIA in the State of Virginia Spring 2022 | Christiansburg, VA

This competition, run by the AIA of Virginia, was a three day design charrette between all of the accredited schools of architecture in Virginia. We were given a prompt on a Friday and needed to complete a presentation board of our design and drawings by Monday morning. Each school selected 10 finalists to be sent to the state level jury. After being selected as a finalist from my school, I was selected as the overall first place winner of the entire competition at the state level. My design embraces Christiansburg’s future Signature Park while also respecting the classic aesthetic of landmark buildings in the Downtown Historic District. The station integrates nature into its design through sustainable features, such as mass timber structure, vegetation, green roofs, and a rain garden. The buildings feature the historic red brick of the community architecture while allowing ample daylight within the spaces and clear visibility of both Huckleberry Trailhead and incoming trains through large glass panels. The design is completely accessible, provides plenty of seating, and allows waiting passengers to relax surrounded by nature.


9

8 7

3

6

4 10

1

2

5

1. OFFICE

3. TICKET KIOSKS

5. TRAIN PLATFORM

8. BIKE PARKING

2. WAITING AREA, CUSTODIAL/ STORAGE + RESTROOMS

4. CAFE, KITCHEN, SEATING + RESTROOM

6. DROP OFF

9. TRAILHEAD

7. PARKING LOT

10. RAIN GARDEN


Far Left: Official 24”x36” Board Submission Left: AIA Virginia Official Announcements from Websites Right: Views and Axial Relationship to Huckleberry Trail and the Future Signature Park



02

FIRE-RESCUE STATION 11

Design-Build Competition, VIA design, Norfolk, VA Fall 2020 - Summer 2021 | Norfolk, VA

As a design-build project, VIA partnered with Conrad Brothers, a construction firm in Chesapeake. The VIA team consisted of just two people: a principle/partner and me! My responsibilities were significant and included designing, modeling, rendering and diagramming. We were given a set of parameters, including square footage, adjacencies, specifications and precedents. There was a large amount of square footage that needed to be placed on a relatively small site. This project gave me the opportunity to create a clear and functional design and produce a large portion of the deliverables for both the technical and financial proposal. I took part in design team meetings with Conrad Brothers, stakeholder meetings, and the final presentation. Some of the main influences included the required placement of the apparatus bay for clearance on the turning radius of the fire trucks and its central location so multiple spaces could have visual access into the bay for safety and security reasons. Privacy for the firefighters was also a major factor because various activities needed to be hidden from the public-eye, such as lounge spaces and sleeping quarters but also needed access to natural daylight. We had to take into account quick reaction time to calls and the need to decontaminate returning firefighters before entering the building.


First Floor Apparatus Bay Fire Truck Turning Radius


L AF AYE T eNTRANCe TO TURNOUT geAR DeCONTAMINATION FROM BUILDINg exTeRIOR

TE

BO U LE

VAR

D

SLIDe POLe

Fire-rescue #11 norfolk firestation - rescue station 11 2021.04.15 | Page 8

TURNOUT geAR DeCONTAMINATION

2021.04.15 | Page 6

function first

TURNOUT geAR STORAge

Apparatus Support Spaces

WORKSHOP CLOSeT

The Apparatus Bay is the cornerstone of a fire-rescue station. It houses the vehicles that enable fire-rescue personnel to respond to emergencies safely and quickly. Yet there are many other spaces that contribute to the safe and successful function of a fire rescue station. Proper location and flow through these ‘hot-zone’ spaces minimizes contaminants entering the cleaner ‘cold zone’ spaces of the building.

APPARATUS BAY TOILeT/ SHOWeR ROOM

APPARATUS BAY

A number of support spaces require immediate adjacency to the apparatus bay including turnout gear decontamination and turnout gear storage, the radio/watch room, medical supply room, workshop, and apparatus bay toilet/shower room. Each of these spaces provides a separate and unique function, but all are critical to the efficient and effective flow of personne within the station.

LE NS AV EN U

E

MeDICAL SUPPLY ROOM

OFFICeS

WATCH/RADIO ROOM WORKSHOP

First Floor Apparatus Bay Visual door Access enables firefighters to enter directly into the

Because the apparatus bay is situated off the property line along Lafayette Boulevard to improve vehicular circulation, a linear strip of space north of the bays provided the perfect place to house the turnout gear decontamination room and Personal

decontamination room from the exterior by way of the drive aisle, minimizing unnecessary contaminants from entering the building. Once cleaned, PPE can be brought into the PPE storage locker space and

Adjacency Diagram

A workshop with double doors opens directly off of the apparatus bays, along with a toilet/shower room and medical supply room. The Radio/Watch room is situated at the southeast corner, providing visibility into the bays and simultaneously into the Lobby.


4

3

5

6

7

8

9

10

11

12

13

14

15

16

319 E Plume Street Norfolk, VA 23510 757 627 1489

WALL SECTION

viadesignarchitects.com

Kitchen Rendering

3 A101 A301

Project Address

CITY OF NORFOLK

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

FIRE - RESCUE STATION #11

1 A101 A301

CONSULTANT:

BUILDING SECTION - APPARATUS BAY TRANSVERSE 1/8" = 1'-0"

Paper Doll Layout

Second Floor Program Layout REVISIONS NO.

DATE

DESCRIPTION

PROJECT NUMBER:

20036

DATE:

03.05.2021

CHECKED BY: SHEET STATUS:

PRELIMINARY 35% PROGRESS PRINTS 65% PROGRESS PRINTS 95% PROGRESS PRINTS PERMIT BIDDING ADDENDA/CONSTRUCTION RECORD DRAWINGS KEY PLAN:

2

Longitudinal Section and Sketched Facade Iterations

A101 A301

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

SHEET TITLE:

BUILDING SECTIONS

SHEET NUMBER:

A301


Exterior Rendering Lens Avenue



03

TWO RIVERS - PREFAB EMBASSY

2022 AIA Blue Ridge Student Award “Citation” - VT Studio Spring 2022 | Lagos, Nigeria

This project studied the benefits and techniques of prefabricated design. Prefabricated design saves money by reducing construction time and eliminating unnecessary waste. Moreover, when designing embassy housing, not every country will have the same resources or trained workers necessary to construct a design, so prefabricated designs eliminate that need. This project includes three and four bedroom units, each composed of eight prefabricated, stacked boxes, along with various amenities within a concrete podium below. I had three main priorities in my design process. First, to create simple, double height apartments with prefabricated volumetric boxes. Second, to embrace the environment. The buildings’ orientations optimize wind movement to mitigate the high temperatures and uses greenery to provide shade while resembling popular Nigerian conservation centers. Third, to create a community inspired by the history and culture of Nigeria. Two major rivers were important trade routes in Nigeria and resulted in the formation of three major cultures. This was applied through a water feature tying the site together, while also cooling and capturing water on the flood prone site.


Exterior Rendering of Apartments, Biodiversity and Water Capture


C

D

E

Location in Lagos, Nigeria

Ventilation Sketch

Massing Sketch

F

G

1

2

3

4

5

6

7

8

9

H

Rivers and Major Cultures

Sketches of Structural Options for Boxes

GARAGE PODIUM STACK 1 STACK 2

I

J

1 Section 2 Building Longitudinal Section 1" 30'-0"

1

A101 A301

A701

K

Level 1 - Wind Diagram 1" 100'-0"

Site Wind Diagram

10


3

4

5

6

7

A

8

9

10

11

12

13

14

LIGHT WOOD STUDS 16" O.C. - 2X6 NOMINAL

B

GYPSUM BOARD - 1/2"

20'-0"

5'-0"

PLYWOOD - 1/2" TO BE ADDED ON SITE AFTER STACKING IS COMPLETED WEATHERPROOFING VAPOR BARRIER

20'-0"

CONCEALED FASTENER METAL WALL SIDING PANELS - FLAT APPEARANCE - WHITE FINISH TO BE ADDED ON SITE AFTER STACKING IS COMPLETED

5'-0"

5'-0"

20'-0"

5'-0"

20'-0"

10'-0"

10'-0"

5'-0"

10'-0"

20'-0"

20'-0"

FINISH FLOOR - TO BECADDED AFTER STACKING IS COMPLETE

5'-0"

10'-0"

PLYWOOD - 1/2"

9'-11 3/4" VOLUMETRIC BOX 1

BATT INSULATION - 5 1/2"

PLYWOOD SUBFLOOR - 1/2"

10'-0"

BATT INSULATION - 7 1/4"

10'-0"

10'-0"

10'-0"

10'-0" 10'-0"

WOOD BEAM 16" O.C. - 2X8 NOMINAL

CONTINUOUS METAL FLASHING

2

3

4

11

12

5

13

7

8

1

9

2

E

10

3 A102 A501

2 A102 A501

20'-0"

Level 2 3/32" 1'-0"

5'-0"

A

3 A102 A501

Section 3 3/32" 1'-0"

2 A102 A501

15

3

11

4

12

5

6

Level 2 3/32" 1'-0"

F

Volumetric Box Structure Section 20'-0"

5'-0"

20'-0"

Aerial Rendering with Biodiversity and Water Capturing

B 20'-0" 5'-0"

5'-0"

20'-0"

5'-0"

20'-0"

20'-0" 5'-0"

5'-0"

20'-0"

20'-0" 5'-0"

5'-0"

10'-0"

CONSULTANT:

10'-0" 10'-0" 10'-0"

10'-0"

10'-0" 10'-0"

Section 4 3/32" 1'-0" 10'-0"

10'-0"

1'-0"

Each unit is made of 8 prefabricated boxes 3 Section 3 Second Floor - 4B with dimensions of 10’ x 20’ and1'-0"10’ x 25’ 3/32" E

First Floor - 4B 2 A102 A501

Level 2 3/32" 1'-0"

20'-0"

5'-0"

A102 A501

1 A102 A501

Level 3 APARTMENT 3/32" 1'-0"

J

1 A102 A501

Owner

10'-0"

10'-0"

I

First Floor - 3B

2 Level 2 A102 A501 3/32" 1'-0" Level 3 APARTMENT 3/32" 1'-0"

Second Floor - 3B

Project Name

3/32"

10'-0"

A102 A501

10'-0"

D

10'-0"

10'-0"

10'-0" 10'-0"

10'-0"

A102 A501

Section 3 3/32" 1'-0"

10'-0"

10'-0"

Section - 4 Bedroom Section - 3 Bedroom 4 Section 4

10'-0"

10'-0" 10'-0"

10'-0"

10'-0" 10'-0"

A102 A501

10'-0"

10'-0"

4

H

3

10'-0"

C

10'-0"

10'-0"

10'-0"

G

5'-0"

10'-0"

10'-0" 10'-0"

10'-0"

10'-0"

10'-0"

20'-0"

10'-0" 10'-0"

5'-0"

10'-0"

10'-0"

20'-0"

10'-0"

13

Section 3 3/32" 1'-0"

REINFORCED CONCRETE PLATFORM FOR PODIUM - 2'-0"

Level 2 3/32" 1'-0"

10'-0"

14

10'-0"

6

SIMPSON STRONG-TIE GALVANIZED STEEL TO HOLD STACK DOWN TO CONCRETE. TIE PRE-CASTED INTO CONCRETE ON REBAR. ONCE STACK IS PLACED STRAP WILL BEND AND ALIGN TO THE OUTSIDE FACE THEN SCREW IN TO LOCK STACK IN PLACE.

10'-0"

10

10'-0"

9

10'-0"

D

10'-0"

8

10'-0"

10'-0" 10'-0"

WOOD JOIST - 2X8 NOMINAL

7

10'-0"

6

10'-0" 10'-0"

5

10'-0" 10'-0"

10'-0"

SOLE PLATE - 2X6 NOMINAL


Second Floor Desk View

Sketches of Unit Layout to Hallway

Volumetric Box Structure

Living Room and Kitchen

Boxes Loaded on Trucks - Transport



04

RESTON ROW RESIDENTIAL

Mixed-Use Apartment, HKS, Washington, D.C. Summer 2022 | Reston, VA

This project is a mixed-use residential core and shell building (L-shaped building) located in Reston, VA and is part of a larger complex consisting of office buildings and a hotel all connected below by an underground parking garage, as shown in my hand-drawn sketch to the left. I joined the team at the documentation phase of the project and was able to contribute significantly to a documentation set deadline at the end of the summer. I produced section and plan details, documented floor plans with dimensions and annotations, developed edge of slab plans, participated in design meetings with consultants and more. This project consisted of two main challenges. The first was the difficulty of coordination between architecture firms when working on a core and shell project. The dynamic was unique due to the special chain of authority in this particular project as the firm responsible for the interior design was hired directly by the owner and not the core and shell architecture firm (HKS). This meant that the interior architecture firm reported directly to the owner, while the engineering consultants reported to us, which resulted in a large number of coordination and design meetings. The second challenge was that the project was already under construction. The underground parking garage was completed construction this summer so the need for completing the documentation set on the given deadline was essential. This gave me the opportunity to produce drawings independently while the team was stretched so thin.


8

SW

8.7

METAL PANEL SYSTEM

3' - 0 3/4"

9.5

1' - 1"

1' - 0 1/2"

2' - 0 1/2"

1 1/4"

ALIGN

2' - 2"

PRECAST CONCRETE [PC201]

STRUCTURAL CONCRETE COLUMN

6 3/8"

3' - 0"

4' - 1"

7 5/8"

GLAZED ALUMINUM FRAMING SYSTEM

F.O GLASS

6" 3/4"

1' - 11"

ALIGN

BACKER ROD AND SEALANT

1' - 1"

3' - 11"

8" ALIGN

4 1/2" STUDS WITH BATT INSULATION

6" STUDS W/ BATT INSULATION K

K

3' - 1"

5 1/2" STUDS WITH BATT INSULATION

RIGID INSULATION

2' - 9"

CURTAIN WALL BACKER ROD AND SEALANT ON EACH SIDE WITH BATT INSULATION BETWEEN RODS

Z-CLIP

3' - 4"

ALIGN

1' - 4 3/4" EQ

1' - 4 3/4" EQ

KAWNEER METAL PANEL JAMB WITH Z-CLIPS - SEE A7501 DT 25

AWB

2' - 0 1/4"

5/8" GYPSUM SHEATHING

9"

3" MINERAL WOOL INSULATION AWB 5/8" GWB 10" STUDS WITH BATT INSULATION

1' - 0 1/2"

4' - 8"

KAWNEER METAL PANEL OUTSIDE CORNER W/ Z-CLIPS SEE A7501 DT 20

PRE-FINISHED METAL COPING

2" MINERAL WOOL INSULATION

1' - 8 3/4"

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

4"

1' - 1 1/2"

1' - 1"

9 1/4"

2' - 0"

4"

GYPSUM BOARD GLAZED ALUMINUM FRAMING SYSTEM [GS201]

2' - 4" F.O GLASS

GLAZED ALUMINUM FRAMING SYSTEM [GS201]

3' - 5"

8

8.7

SILL EXTENSION

WL

ALIGN

10' - 5 5/8"

12' - 0"

F.O GLASS

Metal Panel + Glazing Corner Plan Detail 4' - 6"

KAWNEER METAL PANEL JAMB WITH Z-CLIPS - SEE A7501 DT 25

BACKER ROD AND SEALANT 1' - 0"

BATT INSULATION

02 Iterations of Glazing - Sketches Facade NORTHEAST CORNER AT TYP. MID-RISE RESI 1 1/2" = 1'-0"

CAST-IN-PLACE CONCRETE KAWNEER STOREFRONT

2' - 1"

10"

5 1/2" STUDS WITH BATT INSULATION

GLAZED ALUMINUM FRAMING SYSTEM [GS201]

SILL EXTENSION

5/8" GWB - 2 LAYERS

ALIGN

3 5/8" STUDS WITH BATT INSULATION

4"

5 1/2" STUDS WITH BATT INSULATION

3' - 6 1/2"

WN

RIGID INSULATION

GYPSUM BOARD

6"

3/4"

7 5/8"

6 3/8"

8"

WL

PRECAST CONCRETE PANEL [PC201]

9"

1' - 2 3/8"

1' - 1"

1' - 3 3/8"

Metal Panel + Precast Panel Corner Plan Detail

3' - 4"

2' - 3"

9.6

PLAN DETAIL - SOUTHEAST CORNER AT TYP. MID-RISE RESI

Precast 01 Panel + Glazing Corner Plan Detail 1 1/2" = 1'-0"

2' - 7"

2' - 7"

2' - 3"

SILL EXTENSION

1' - 9"

2' - 5"

GLAZED ALUMINUM FRAMING SYSTEM [GS201]

1' - 10 1/2" WINDOW STOOL EDGE

2' - 9" F.O GLASS

ALIGN


N/A

N/A

N/A

DESIGNATION WITH SOUND ATTENUATION

E3

E3

E3

E3

TYPE "H" LINE OF STRUCTURE

N/A

TYPE "D"

PART WIDTH

FIRE RATING

UL LISTING

WITH SOUND

LABORATORY TEST REPORT & REMARKS

3 5/8"

REF FLOOR PLAN

NONRATED

N/A

43 57 (W/ 3 1/2" SAB)

NO CROSS BRACING REQ'D.

3 5/8"

REF FLOOR PLAN

ONE HOUR

U420

41 49 (W/ 3 1/2" SAB)

CROSS BRACING REQ'D.

LINE OF STRUCTURE

8.4

MTL RUNNER

N/A

FIRE RATED SEALANT

1' - 8"

5"

LINE OF CEILING

LINE OF STRUCTURE

STUD BOTTOM TRACK SEALANT

FLOOR PLAN DESIGNATION NO SOUND ATTENUATION

FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION

STUD SIZE

PART WIDTH

FIRE RATING

UL LISTING

SOUND TRANS. CLASS

N/A

2 1/2"

3 1/8"

NONRATED

N/A

N/A

H2

H3

GYP BD EACH E

H6

N/A

3 5/8"

4 1/4"

NONRATED

N/A

N/A

N/A

6"

6 5/8"

NONRATED

N/A

N/A

LABORATORY TEST REPORT & REMARKS

L RUNNER

TYPE "G" LINE OF STRUCTURE

SOUND TRANS. CLASS

REFER TO PARTITION HEAD DETAILS

LABORATORY TEST REPORT & REMARKS

FLOOR PLAN DESIGNATION NO SOUND ATTENUATION

FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION

3 5/8" DOUBLE STUDS WITH 1 5/8" AIR GAP STC: SEE "I" SET FOR WALL NO SOUND FIRE UL PLACEMENT WITH SOUND RATING LISTING

D2

D2

D4

D4

D6

D6

TYPE "C"

G2

G3

MTL RUNNER G6

SEALANT

LABORATORY TEST REPORT & REMARKS

N/A

N/A

N/A

3' - 1"

G2

G3

G3

G6

G2

G3

G6

G6

G2

G2

G3

G3

G6

G6

G2

G2

STUD SIZE

PART WIDTH

FIRE RATING

2 1/2"

4 3/8"

NONRATED

N/A

43 46 (W/ 2 1/2" SAB)

3 5/8"

5 1/2"

NONRATED

N/A

44 48 (W/ 3 1/2" SAB)

6"

7 7/8"

NONRATED

N/A

45 49 (W/ 3 1/2" SAB)

2 1/2"

4 3/8"

SMOKE RESIST

N/A

43 46 (W/ 2 1/2" SAB)

3 5/8"

5 1/2"

N/A

44 48 (W/ 3 1/2" SAB)

SMOKE RESIST

6"

7 7/8"

SMOKE RESIST

2 1/2"

4 3/8"

ONE HOUR

UL LISTING

WITH SOUND

LINE OF CEILING

ER TO SCHEDULE BELOW FOR TION WIDTH 3" MIN

N/A

45 49 (W/ 3 1/2" SAB)

U419

43 46 (W/ 2 1/2" SAB)

3 5/8"

5 1/2"

ONE HOUR

U419

44 48 (W/ 3 1/2" SAB)

6"

7 7/8"

ONE HOUR

U419

45 49 (W/ 3 1/2" SAB)

2 1/2"

4 3/8"

ONE HOUR/ SMOKE RESIST

U419

43 46 (W/ 2 1/2" SAB)

U419

44 48 (W/ 3 1/2" SAB)

U419

45 49 (W/ 3 1/2" SAB)

G3

G3

3 5/8"

5 1/2"

ONE HOUR/ SMOKE RESIST

G6

G6

6"

7 7/8"

ONE HOUR/ SMOKE RESIST

C4

C4

C6

C6

U438

46 49 (W/ 2 1/2" SAB)

TWO HOUR

U438

48 51 (W/ 3 1/2" SAB)

7 1/4"

TWO HOUR

U438

50 52 (W/ 3 1/2" SAB)

STC: NO SOUND

FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION

A2

A2

A3

A3

A6

A6

A2

A2

A3

A3

A6

A6

STUD SIZE

PART WIDTH

FIRE RATING

UL LISTING

2 1/2"

3 1/8"

ONE HOUR

U469

43 46 (W 2 1/2" SAB)

U469

44 48 (W 3 1/2" SAB)

U469

43 49 (W 3 1/2" SAB)

4 5/8"

ONE HOUR

6 5/8"

ONE HOUR

WITH SOUND

XXXX SYMBOL DESIGNATIONS # (NO SOUND ATTENUATION)

X#

XXXX #

SYMBOL DESIGNATION (WITH SOUND ATTENUATION)

THE # CHARACTER BELOW THE LINE INDICATES THE HEIGHT OF THE SPECIFIC WALL COMPONENT. THE HEIGHT OF A SPECIFIC WALL COMPONENT. REFER TO THE LEGEND BELOW. THIS SYSTEM IS USED TO DEFINE WALL TYPES: RA THRU RR NUMERIC7 1/4" CMU/BRICK 9" 1' - 2 3/4" CHARACTER HEIGHT 9' - 4" 1 10' - 8" 2 12' - 8" 3 1' - 4 1/4" 18' - 8" 4 14' - 0" 5 4. IF NO SYMBOL DESIGNATION IS PROVIDED, FOR A PARTITION ON THE FLOOR PLANS, THE WALL TYPE SHALL BE AN A3 WITH SOUND BATTS.

MTL RUNNER

6. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.

SEALANT

FLOOR PLAN DESIGNATION NO SOUND ATTENUATION

FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION

F3

F3

STUD SIZE

PART WIDTH

FIRE RATING

3 5/8"

REF FLOOR PLAN

TWO HOUR

UL LISTING

U420

STC: NO SOUND

8. SEALANT: 1. FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE/SMOKE FIRE RESISTANT FILL MATERIAL IN CONJUNCTION WITH AN APPROPRIATE RATED FIRE/SMOKE FIRE STOPPING SYSTEM. 2. NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS SHALL USE ACOUSTICAL SEALANT. 9. INSULATION: - HEAD CONDITIONS AT FLOOR/ROOF DECK 1. FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL WOOL INSULATION. 2. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL USE SOUND ATTENUATION BLANKETS (SAB). 3. PROVIDE FULL THICKNESS INSULATION INSIDE ALL STUD BOX BEAMS AND HEADERS WHICH OCCUR IN WALLS WITH SOUND ATTENUATION. 10. REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES.

WITH SOUND

LABORATORY TEST REPORT & REMARKS

50 52 (W/ 3 1/2" SAB)

CROSS BRACING REQ'D.

THORNTON TOMASETTI 2001 K STREET, NW, SUITE 600 NORTH WASHINGTON, DC 20006

MEP ENGINEER INTEGRAL GROUP 750 17TH STREET NW, SUITE 200 WASHINGTON, DC 20006

WALTER P. MOORE AND ASSOCIATES, INC. 1301 MCKINNEY STREET, SUITE 1100 HOUSTON, TX 77010

ARUP USA, INC. 1120 CONNECTICUT AVENUE, SUITE 1110 WASHINGTON, DC 20036

ELEVATOR CONSULTANT PERSOHN/HAHN ASSOCIATES, INC. 8612 BROAD MEADOW LANE MCKINNEY, TX 75071

LOW-VOLTAGE CONSULTANT PHASE SHIFT CONSULTING 6700 ALEXANDER BELL DRIVE, SUITE 200 COLUMBIA, MD 21046

BUILDING ENVELOPE

A3

A6

A6

GLAZING PANEL A2

PART WIDTH

FIRE RATING

UL LISTING

2 1/2"

3 3/4"

NONRATED

N/A

34 45 (W/ 2 1/2" SAB)

3 5/8"

4 7/8"

NONRATED

N/A

37 44 (W3 1/2" SAB)

6"

7 1/4"

NONRATED

N/A

40 48 (W/ 3 1/2" SAB)

2 1/2"

3 3/4"

SMOKE RESIST

N/A

34 45 (W/ 2 1/2" SAB)

3 5/8"

4 7/8"

SMOKE RESIST

N/A

37 44 (W3 1/2" SAB)

6"

7 1/4"

SMOKE RESIST

N/A

40 48 (W/ 3 1/2" SAB)

2 1/2"

A6

WITH SOUND

3 3/4"

ONE HOUR

U419

34 45 (W/ 2 1/2" SAB)

4 7/8" 3 5/8" BATT

ONE HOUR

U465

37 44 (W/ 3 1/2" SAB)

7 1/4"

ONE HOUR

U465

40 48 (W/ 3 1/2" SAB)

2 1/2"

3 3/4"

ONE HOUR/ SMOKE RESIST

U419

34 45 (W/ 2 1/2" SAB)

3 5/8"

4 7/8"

ONE HOUR/ SMOKE RESIST

U465

37 44 (W/ 3 1/2" SAB)

7 1/4"

ONE HOUR/ SMOKE RESIST

U465

37 44 (W/ 3 1/2" SAB)

KAWNEER STOREFRONT A6

MCLA ARCHITECTURAL LIGHTING DESIGN 1000 POTOMAC STREET NW, SUITE 121 WASHINGTON, DC 20007

STC: NO SOUND

STUD SIZE

METAL PANEL A3

LIGHTING CONSULTANT

SEALANT

CONCRETE COLUMN6"

A3

SIMPSON GUMPERTZ & HEGER 1625 EYE STREET NW, SUITE 900 WASHINGTON, DC 20006

STUD BOTTOM TRACK

6"

LABORATORY TEST REPORT & REMARKS

USG - 150919

USG - 150919

USG - 150919

USG - 150919

OWNER COMSTOCK RESTON STATION HOLDINGS, LLC 1886 METRO CENTER DRIVE, 4TH FLOOR RESTON, VA 20190

6" STUD WITH BATT

5. THE GRAPHIC DESIGNATION IS INCORPORATED FOR PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT. REFER TO NOTE 18.

STUD BOTTOM TRACK

STRUCTURAL ENGINEER USG - 161222

REFER TO PARTITION HEAD DETAILS

5/8" GWB - 2 LAYERS A3

3 5/8" STUDS WITH INSULATION

LABORATORY TEST REPORT & REMARKS

7. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD. REFER TO PARTITION MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN.

LINE OF STRUCTURE

KIMLEY-HORN (LAOR) 11400 COMMERCE PARK DR, SUITE 400 RESTON, VA 20191

PARKING CONSULTANT LINE OF STRUCTURE

A2

SEALANT

N/A

U411

50 52 (W/ 3 1/2" SAB)

6"

FLOOR PLAN DESIGNATION NO SOUND ATTENUATION

3. THERE ARE TWO SYMBOL DESIGNATION SYSTEMS USED. THE FIRST SYSTEM CONSISTS OF TWO AND THREE CHARACTERS, THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE. THE SECOND CHARACTER IS NUMERIC INDICATING THE STUD OR CMU WIDTH. REFER TO LEGEND BELOW. THIS SYSTEM IS USED TO DEFINE WALL TYPES: A, B, C, D, E, F, H, J, K, M, R NUMERIC STUD CMU CHARACTER WIDTH WIDTH 1 5/8" 1 2 1/2" 2 3 5/8" 3 3 5/8" 4" 4 5 5/8" 6" 6 7 5/8" 8 11 5/8" 12

2 LAYERS 5/8" GYP BD (EACH SIDE)

8 1/2"

TWO HOUR/ SMOKE RESIST

LINE OF STRUCTURE

2. THERE ARE TWO TYPES OF SYMBOL DESIGNATIONS, ONE FOR PARTITONS NOT REQUIRING SOUND ATTENUATION AND ANOTHER FOR PARTITIONS WHICH REQUIRE SOUND ATTENUATION. REFER TO PARTITION MATRICES FOR SOUND ATTENUATION BLANKET (SAB) MINIMUM THICKNESS FOR STC INDICATED. X#

U411

48 51 (W/ 3 1/2" SAB)

USG - 161222

MTL SHAFTWALL RUNNER

6"

6 1/8"

TWO HOUR/ SMOKE RESIST

MAHAN RYKIEL ASSOCIATES, INC. (DESIGN) 3300 CLIPPER MILL ROAD, SUITE 200 BALTIMORE, MD 21211

5/8" GYP BD EACH SIDE

SEALANT

4"

U411

46 49 (W/ 2 1/2" SAB)

LABORATORY TEST REPORT & REMARKS

1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS.

LINE OF CEILING

CROSS BRACING REQUIRED

LABORATORY TEST REPORT & REMARKS

C2

5"

TWO HOUR/ SMOKE RESIST

LANDSCAPE ARCHITECTS

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

NOTES

REFER TO FLOOR PLAN

SEALANT

C2

50 52 (W/ 3 1/2" SAB)

3 5/8"

B6

5/8" GYP BD

REFER TO PARTITION HEAD DETAILS

LINE OF STRUCTURE

MTL RUNNER

N/A

TWO HOUR

5 1/4"

LINE OF STRUCTURE

5/8" GYP BD

N/A

3 3/4"

4"

LABORATORY TEST REPORT & REMARKS

FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION

U411

LINE OF CEILING

FIRE RATED SEALANT

FLOOR PLAN DESIGNATION NO SOUND ATTENUATION

TWO HOUR

CODE CONSULTANT

1" GYPSUM LINER PANEL

SEALANT

STC: NO SOUND

TYPE "F"

SOUND TRANS. CLASS

PART WIDTH

2 LAYERS 5/8" GYP BD (ONE SIDE ONLY)

ALIGN

5/8" GYP BD

G2

2' - 3" F.O GLASS

REFER TO SCHEDULE BELOW FOR PARTITON WIDTH 3" MIN

FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION

8 1/2"

HKS, INC. 1250 EYE STREET NW, SUITE 600 WASHINGTON, DC 20005 USG - 161222

MTL RUNNER

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

LINE OF CEILING FLOOR PLAN DESIGNATION NO SOUND ATTENUATION

B3

SEALANT

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

STUD BOTTOM TRACK

6"

2 1/2"

LINE OF CEILING

LINE OF STRUCTURE

48 51 (W/ 3 1/2" SAB)

49 (W/ 2 1/2" SAB)

SEALANT

MTL SHAFTWALL RUNNER

EDITOR'S NOTE: WHEN THIS PARTITION IS USED IN CONJUNCTION WITH A HOSPITALITY GUESTROOM, USE THE GUESTROOM HEAD DETAIL ON SHEET A3.02

U411

U411

MTL SHAFTWALL RUNNER

2 1/2"

6"

HOUR TWO HOUR

(2) LAYERS 5/8" GYP BD

MTL RUNNER

LINE OF STRUCTURE

SOUND TRANS. CLASS

STUD SIZE

B2

5"

6 1/8"

1" GYPSUM LINER PANEL

LINE OF STRUCTURE

LINE OF CEILING

WN

B6

2 1/2"

3 5/8"

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

5/8" GWB - 2 LAYERS LINE OF STRUCTURE

SEALANT

N/A

B6

TYPE "A"

EDITOR'S NOTE: WHEN THIS PARTITION IS USED FOR A STAIR IN A HIGH-RISE RISK CATEGORY III OR IV BUILDING AND FOR ALL BUILDINGS THAT ARE MORE THAN 420 FEET IN BUILDING HEIGHT (SEE DEFINITION OF BUILDING HEIGHT IN CHAPTER 2). MODIFY SPECS TO INCLUDE1GYP BD FOR SOFT 5/8" BODY/HARD BODY IMPACT AND ADD NEW PARTITION OR PLAN NOTE.

1"

ALANT

B3

B6

1" MAX

3"

LINE OF CEILING

5/8" GYP BD

L RUNNER

B3

B3

MTL SHAFTWALL RUNNER

N/A

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

NO SOUND

STUD SIZE

B2

REFER TO PARTITION HEAD DETAILS

N/A

FER TO RTITION AD DETAILS

3"

DESIGNATION NO SOUND ATTENUATION

11. FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKETS (SAB), EXTEND SAB TO FULL HEIGHT OF PARTITION UNLESS OTHERWISE INDICATED. 12. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO SURROUND ALL OPENINGS IN RATED PARTITIONS.

13. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL INSULATION EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

5/8" GWB

14. EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE AND SMOKE RESISTANT RATING SHALLBE IDENTIFIED AS SUCH WITH A LABEL ABOVE THE CEILING ON EACH SEGMENT OF THE WALL AND 6' - 0" OC MAX EACH SIDE.

AWB

15. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION.

3" MINERAL WOOL INSULATION

16. REFER TO THE METAL FABRICATIONS DETAILS FOR MF REFERENCES IN PARTITIONS SECTION. 17. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING INFORMATION. 18. GRAPHIC DESIGNATION

EDITOR'S NOTE: MUST PROVIDE INSULATION TO ACHIEVE 1 HOUR FIRE RESISTANCE.

EDITOR'S NOTE: IF YOUR PROJECT HAS A CONTRACTUAL OBLIGATION TO PROVIDE PARTITIONS THAT ACHIEVE CERTAIN STC RATINGS, SEEK THE INPUT OF AN ACOUSTICAL CONSULTANT TO DETERMINE PARTITION CONFIGURATIONS.

EDITOR'S NOTE: METALPRIORITY PANEL INSIDE 3 AND 4 HR FIRE BARRIERS ARE CORNER WITH Z-CLIPS UNCOMMON. DELETE IF NOT 1 HIGHEST INCLUDED IN YOUR PROJECT. SEE A7501 DT. 21 2

4 HR FIRE BARRIER 3 HR FIRE BARRIER 2 HR SMOKE BARRIER 2 HR FIRE BARRIER 2 HR FIRE BARRIER/SHAFT WALL 1 HR SMOKE BARRIER 1 HR FIRE BARRIER 1 HR FIRE BARRIER/SHAFT WALL SMOKE PARTITION (NON RATED)

5 LOWEST

KAWNEER METAL PANEL

BACKER ROD AND SEALANT

21. HW (HEAD OF WALL) DETAILS DO NOT ALTER PARTITION TYPES NOTED ON PLANS.

22. ALL STC RATINGS ARE BASED ON 20 GA. STUDS @ 16" O.C., UNLESS NOTED OTHERWISE (U.N.O.).

CAST-IN-PLACE CONCRETE

23. ALL STC RATINGS ARE DERIVED FROM LABORATORY TESTS OR VALUES EXTRAPOLATED USING FUNDAMENTAL ACOUSTIC PRINCIPLES. 24. PROVIDE SOFT BODY/HARD BODY WALL ASSEMBLIES FOR INTERIOR EXIT STARWAYS AND ELEVATOR HOISTWAYS AS INDICATED IN SPECIFICATIONS.

NOTE: 1. NOT ALL PARTITION TYPES SHOWN ON THIS SHEET ARE USED ON THIS PROJECT. 2. THE SHADED PORTIONS OF A PARTITION TYPE ARE NOT INCLUDED IN THE SCOPE OF THE WORK. 3. THE UN-SHADED PORTIONS OF ALL PARTITION TYPES ARE INTENDED TO BE IN THE SCOPE OF THE WORK. HATCHING:

EDITOR'S NOTE: 2. ARRANGE ALL REMAINING PARTITION TYPES TO THE RIGHT SIDE OF THE SHEET, BUT DO NOT RENAME THEM. EDITOR'S NOTE: 3. IN EACH REMAINING PARTITION TYPE, THE THICKNESSES WHICH ARE NOT IN THE SCOPE OF WORK MAY BE SHADED. THE THICKNESSES WHICH ARE IN THE SCOPE OF THE WORK WILL REMAIN UN-SHADED.

2' - 7" EXTERIOR FINISH OF METAL PANEL

Type “F” Partition Used Between Units Metal Panel + Precast Panel Column Plan Detail

URBAN, LTD. 7712 LITTLE RIVER TURNPIKE ANNANDALE, VA 22003

-

4

20. MASONRY REINFORCEMENT: REFERENCE STRUCTURAL DRAWINGS.

PARTITION TYPE NOT INCLUDED IN SCOPE OF WORK

PARTITION TYPE INCLUDED IN SCOPE OF WORK

CIVIL ENGINEER

3

19. DO NOT APPLY BULLNOSE BLOCK AT CORNER GUARD LOCATIONS.

EDITOR'S NOTE: 1. IF A PARTITION TYPE IS NOT IN THE SCOPE OF WORK, IT MAY BE EXCLUDED FROM THE PARTITION TYPES FOR THE PROJECT.

RB5

N/A

NONRATED

(RESTON PROMENADE)

NONRATED

6 5/8"

RESTON ROW DISTRICT

4 1/4"

6"

1' - 8"

3 5/8"

N/A

7' - 11"

N/A

N/A

F.O GLASS + EXTERIOR FINISH OF METAL PANEL

J6

1' - 4 3/4" EQ

J3

1" MAX

LABORATORY TEST REPORT & REMARKS

N/A

1"

SOUND TRANS. CLASS

ISSUED FOR PERMIT ONLY KEY PLAN

A

D

REVISION NO. DESCRIPTION

B

C

DATE

EDITOR'S NOTE: 4. NEVER EDIT ANY INFORMATION IN ANY PARTITION TYPE. EDITOR'S NOTE: 5. IF ANY PARTITION TYPES ARE NEEDED, CREATE THEM AND IDENTIFY THEM WITH THE NEXT AVAILABLE ALPHA NUMBER FROM THE PARTITION TYPE SHEET.

EDITOR'S NOTE: 6. PARTITION TYPES "A" - "M" AND "R" ARE PERMANENTLY TYPED. DO NOT CHANGE THESE PARTITIONS. THEY CAN BE PARTIALLY SHADED OR DELETED AND OTHER PARTITION TYPES MAY BE ADDED.

1' - 4 3/4" EQ

CURTAIN WALL

BACKER ROD AND SEALANT ON EACH SIDE FILL WITH BATT INSULATION BETWEEN RODS KAWNEER METAL PANEL JAMB WITH Z-CLIPS - SEE A7501 DT 25 KAWNEER METAL PANEL OUTSIDE CORNER WITH Z-CLIPS - SEE A7501 DT 20

Vocab Learned from Construction Site HKS PROJECT NUMBER

22413.041



05

PRESERVING PRIDE

Studio at University of Maryland Fall 2019 | College Park, MD

This project focuses on creating a connection from the entrance of campus to Memorial Chapel and celebrating the signature appearance of the traditional UMD campus while integrating sustainable features. University of Maryland has a strong architectural style of Georgian red bricks and white columns. I wanted to embrace the campus design while showing the potential to modernize these traditional buildings into sustainable examples. The building blends into the context through its symmetrical layout and materiality. The structure and materiality of the building takes advantage of the brick’s thermal capacity to heat and cool the building. The glazing optimizes daylight by providing a larger expanse of glass on the northern facade, which compliments the public program in that portion of the building. The site embraces the current topography by optimizing the sunken portion of the site to collect stormwater from the site and rainwater from the butterfly angled roof, which is then reused within the building itself. The site becomes a gateway into campus that visually and physically connects the edge to the iconic monument that the Memorial Chapel has become.


BALTIMORE AVENUE

IVE S DR ENT REG


Sketch - Program Layout

Sketch - Interior Gallery Space

Physical Model - Museum Board

Sketch - Symmetry and View 1

Sketch - Symmetry and View 2

Physical Model - Museum Board

P

U P

U

P

U

P

U

North Elevation - Increased Glazing for Daylight Optimization

Structural Diagram - Column Grid


Exterior Rendering of Buildings and Connection to Chapel


S S Brick Specific Heat Capacity: 800

S

S S

Topography Causes Stormwater to Collect at Site

S S

S Morning Sun Emits Thermal Energy onto Building

Thicker Brick Walls on South Absorb Thermal Energy

Thermal Energy is Transferred Inside the Building

Roof Slope Collects Rainwater to Center of Site

Stormwater Collects Along Axis to the Main Well

The Collected Water is Recycled and Reused

Left: Material Diagram Showing Red Brick at UMD Right: Sketches Scale: 1” = 200’



06

OLD BEACH VILLAGE

Apartment Complex, VIA design, Norfolk, VA Fall 2020 - Summer 2021 | Virginia Beach, VA

This project is an apartment complex located in Virginia Beach and was in the documentation phase when I joined the team. I quickly had to learn the design of the project and materials used so that I could help produce the required detail drawings for an upcoming submission deadline. At the direction of my supervisor I developed details of various wall sections, joints, roofs, headers, sills, balconies and more. The initial drawings I created were based on sketches from my supervisor but as I became more familiar with the components I was able to create a large amount of details myself and then have them checked by my supervisor instead. I was able to learn quickly and help contribute to the team in a major way. These are just a few of the many details I contributed toward the project with Revit and I was also able to pick up redlines on the elevations, floor plans, and life safety plans as well.


Balcony Roof at Exterior Wall - Section Detail Details 3 + 4

Balcony Roof at Exterior Wall - Section Detail Details 5 + 6

Balcony Roof Meets Exterior Wall - Section With Callouts for Details 3, 4, 5 + 6


Section Detail

Section Detail

Plan Detail Wing Wall at CMU

Storefront Sill with Spandrel Glazing - Section Detail



07

PUBLIC SAFETY HEADQUARTERS Joint Police and Fire Facility, HOK, Washington, D.C. Summer 2019 | Outside Washington, D.C.

This project integrates police administration, fire administration and the community. The design allows for open staff work spaces while providing protection and organization for necessary procedures. At the time of my involvement, the project was mainly in documentation development with some key pieces still in the design phase. I designed iterations of the lobby and entrance facade, which falls under the design phase. At the same time, I created life safety plans, reflected ceiling plans, interior and exterior elevations, millwork and furniture details, stair details and more in Revit, which falls under the documentation phase. Also, this project provided a unique experience in the role of an architect as a mediator between the two competing clients within the project: the police and fire administrations. Many of the design meetings with the clients required the architecture team to facilitate discussions and compromises in the design.


STAINLESS STEEL MECHANICAL ATTACHMENTS ON PARTITION @ MIN. 12" O.C. AND QUANTITY 2 PER PARTITION. COVERED BY SEALANT

13

2 1/2"

A960

3 1/4"

1 1/2"

F.O. PARTITION / MILLWORK

1 1/2"

SEALANT

3/4"

T.O. STRUCTURAL SLAB

3"

8"

8"

1/2"

FIELD LOCATE AND CUT IN GROMMENTS AS DIRECTED BY THE ARCHITECT. ASSUME TWO PER KNEE SPACE MIN. AND/OR 3'-0" O.C. SPACING

COUNTERTOP

1'-11"

T.O. STRUCTURAL SLAB

1'-1"

1/2"

COORDINATE CUT-OUT OF INTERMEDIATE SUPPORTS AS REQUIRED FOR RACEWAY & CABLE TRAY WHERE OCCURS.

3" = 1'-0"

CONDITION @ 30" COUNTER HEIGHT

12

3" = 1'-0"

SURFACE MOUNTED WIRE RACEWAY SYSTEM

REPORT CARRELS PLAN

9

3" = 1'-0"

1/8"

1/8"

2 1/2" NOMINAL

SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER.

He Ca W t+

FINISH FLOOR

All

In

Ch

Civ 93 M

Re

Str 13 W

PROVIDE BLOCKING AS REQUIRED. COORDINATE WITH COLD-FORMED METAL FRAMING INSTALLER.

PARTITION AS SCHEDULED

SECTION VIEWWIRE SURFACE MOUNTED

Me T.O. 31 Ba STRUCTURAL La Ele SLAB 50

PROVIDE BLOCKING AS REQUIRED. COORDINATE WITH COLD-FORMED METAL FRAMING INSTALLER.

Pl

Po

Au 40 W

RACEWAY SYSTEM

Above:MILLWORK Report Plan Detail TYPICAL WIRE MANAGEMENT SOLID Carrel SURFACE COUNTER SUPPORT 13 DETAIL Below: 9 Facade Sketch Iterations

1/8"

SOLID WOOD PARTITION MATERIAL

MILLWORK TYP P. LAM REPORT CARRELS SECTION

PARTITION AS SCHEDULED

2"

1 1/2"

CONTINUOUS 2" x 4" WIRE CABLE TRAY

Above: Report Carrel Plan Detail REPORT CARRELS PLAN Left: 12 Report Carrel Section SEALANT

1/2"

15

90 20

BASE CABINET

Ja

BLOCKING AS REQUIRED.

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

6 1/2"

T CARRELS

C

SOLID WOOD BLOCKING

2019-08-16 10:44:14 AM

2 1/2"

4 1/2"

PLASTIC LAMINATE COVERING

HIDDEN "L" SHAPED STAINLESS STEEL MECHANICAL WALL ATTACHMENT ON PARTITION @ MIN 12" O.C. AND QUANTITY 2 PER PARTITION

COUNTERTOP SUPPORT

9 1/2"

NDITION @ 30" COUNTER HEIGHT

Pr

MILLWORK TYP NATURAL FINISH WOOD SIMULATED STONE MILLWORK VENEER BASE CABINET DETAILS CUT-OUT COUNTERTOP SUPPORT, COLOR ANDOF 6COORDINATE 6" = 1'-0" INTERMEDIATE SUPPORTS FINISH TO MATCH COUNTERTOP ABOVE.AS REQUIRED FOR RACEWAY & CABLE FLOORING AS SCHEDULED TRAY WHERE OCCURS.

1'-11"

2'-6" COORDINATE CUT-OUT WHERE WIRE MANAGEMENT/SURFACE MOUNTED RACEWAY OCCURS.

96 M DIM. PT. CABINET

RECESSED TOE SPACE AND BASE

1'-4"

GROMMET SLEEVE EACH SIDE OF P. LAM. PARTITION - TYPICAL. OMIT GROMMET WHERE WIRE MANAGEMENT OCCURS.

DIM. PT. CABINET

PLAN VIEW

1/8"

COUNTERTOP & SPLASH AS INDICATED

SOLID WOOD PARTITION MATERIAL

GROMMET SLEEVE EACH SIDE OF P. LAM. SUPPORT - TYPICAL. OMIT GROMMET WHERE WIRE MANAGEMENT OCCURS.

M S

DRAWERS WITH DOVETAIL CORNERS,

TYPICAL. STAINLESS STEEL MECHANICAL NATURAL FINISHCONTINUOUS HARDWOOD BELOW 2" x 4" WIRE CABLE TRAY ATTACHMENTS VENEER COUNTERTOP @ MIN. 12" O.C., 4" FROM ENDS AND QUANTITY NATURAL FINISH HARDWOOD 2 PER SUPPORT. BASE CABINET NATURAL FINISH WOOD VENEER VENEER DOOR

DIM. PT. COUNTER TOP

3/4"

COUNTER TOP AS SCHEDULED, SEE TYPICAL DETAILS.

Pr BASE CABINET

1/8"

CONTINUOUS WALL BLOCKING - TYP.

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

1/8"

1'-6"

1'-6"

2'-0"

COUNTERTOP AS INDICATED

SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER.

SIMULATED MILLWORK SOLIDSTONE HARDWOOD EDGE - TYP. SOLID WOOD BLOCKING COUNTERTOP SUPPORT, COLOR AND FINISH TO MATCH NATURAL FINISH HARDWOOD AS REQUIRED. VENEER COUNTERTOP ABOVE. BLOCKING SOLID HARDWOOD

2"

A960

PLASTIC LAMINATE COVERING

HIDDEN "L" SHAPED STAINLESS STEEL MECHANICAL WALL ATTACHMENT ON PARTITION @ MIN 12" O.C. AND QUANTITY 2 PER PARTITION

BASE CABINET DOOR FRONT

AS INDICATED 2-LAYERS NOMINALCOUNTERTOP 3/4" MDF SUBSRATE.

1/2"

12

BASE CABINET DRAWER FRONT

COUNTERTOP

4 1/2"

2'-6"

3"

3/4"

WOODEN DESK PARTITION WITH SOLID PLASTIC P. LAM. FINISH AND HIDDEN WALL ATTACHMENTS

COUNTERTOP SUPPORT

BASE PLATE BELOW

GROMMET SLEEVE EACH SIDE OF P. LAM. PARTITION - TYPICAL. OMIT GROMMET WHERE WIRE MANAGEMENT OCCURS.

3/4"

MILLWORK TYPICAL WIRE MANAGEMENT DETAIL

5

6" = 1'-0"

PROVIDE ADDITIONAL LAYER OF GYP. BD. TO 6" ABOVE FINISH CEILING.

SHIM AS REQUIRED

1/8" ALUMINUM , PAINT COLOR TO MATCH PLASTIC LAMINATE .

1/8"

1/8"

PLASTIC LAMINATE MILLWORK PANELS WITH CONCEAL Z-

Inf 16 Ro

PLASTIC LAMINATE MILLWORK PANELS WITH CONCEAL ZCLIP ATTACHMENT

1/8"

1/8"

PROVIDE ACCESSORY EDGE TRIM AND FINISH SMOOTH.

3" = 1'-0"CLIP ATTACHMENT

W

SHIM AS REQUIRED

EC

Ge 94 M

6" = 1'-0"

MILLWORK TYPICAL REVEAL @ P. LAM. PANEL

4

6" = 1'-0"

Co

Co 77 No Fa

AR

MILLWORK TYPICAL REVEAL @ P. LAM. PANEL

Co 11 W

6" = 1'-0"

PLASTIC LAMINATE EA. SIDE OF SHELF -TYPICAL SOLID PLASTIC EDGE -TYPICAL

BASE PLATE BELOW

MILLWORK TYP P. LAM COUNTER SUPPORT DTL 6" = 1'-0"

1" NOM. 1/4"

7

3/4"

1/8"

Pr

6" = 1'-0"

SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER.

1/8" MAX

BASE CABINET DRAWER FRONT

8

COUNTERTOP AS INDICATED

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

1/2"

PLASTIC LAMINATE DOOR

PLASTIC LAMINATE DRAWER

PLASTIC LAMINATE DOOR OR DRAWER AS INDICATED. NATURAL FINISH UPPER CABINET

1/8" MAX BASE CABINET DOOR FRONT

COUNTERTOP AS INDICATED

NOTE: PROVIDE P-LAM FINISH ON ALL EXPOSED AND SOLID HARDWOOD DRAWERS WITH SEMI-EXPOSED SURFACES. PROVIDE STYLMARK EDGE DOVETAIL CORNERS, TYPICAL. BANDING, TYPICAL

NATURAL FINISH UPPER CABINET

NATURAL FINISH HARDWOOD VENEER

MILLWORK TYPICAL NATURAL FINISH WOOD VENEER UPPER CABINET DETAILS 6" = 1'-0"

1" NOM.

2"

3/4"

1/8" 1/8"

COUNTERTOP AS INDICATED

10

DIM. PT. COUNTER TOP

T.O. STRUCTURAL SLAB

NATURAL FINISH HARDWOOD VENEER

NATURAL FINISH UPPER CABINET

BASE AS SCHEDULE

3/4"

MILLWORK TYPICAL SHELF DETAILS

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

DIM. PT. CABINET

T.O. STRUCTURAL SLAB

2019-08-16 10:44:14 AM

SECTION VIEW

SOLID SURFACE COUNTER SUPPORT 3" = 1'-0"

A960

DIM. PT. CABINET

PLAM CORNER - END PLAN DTL 6" = 1'-0"

1/2" , UON

SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER.

FLOORING AS SCHEDULED

13

14

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE UPPER CABINET DOOR FRONT TYPICAL UPPER CABINET DOOR FRONT ARCHITECT TO COORDINATE AT APPLIANCEWITH LOCATIONS SOLID HARDWOOD SPACER @ CEILING/BULKHEAD BULKHEAD/CEILIING WHERE OCCURS SPECIES TO MATCH VENEER WHERE 1OCCURS. 1/2" P.LAM. FINISH.

NATURAL FINISH HARDWOOD VENEER

3/4"

TYPICAL NATURAL FINISH HARDWOOD VENEER SHELF

2

6" = 1'-0"

NATURAL FINISH SOLID HARDWOOD EDGE

BASE CABINET

DIM. PT. CABINET

1/4" TYP.

1/8"

11

MILLWORK ICE MACHINE SLIDE SHELF

1/2"

N

PLASTIC LAMINATE PANEL, 2-LAYERS OF 3/4" MDF SUBSTRATE

PLASTIC LAMINATE COUNTER TOP SUPPORT. BEYOND

SIMULATED STONE MILLWORK COUNTERTOP SUPPORT, COLOR AND FINISH TO MATCH COUNTERTOP ABOVE.

3

FINISH REVEAL TO MATCH CABINETS

3/4"

PLASTIC LAMINATE DOOR

1 1/4" MIN.

EDGE TRIM

STAINLESS STEEL MECHANICAL ATTACHMENTS BELOW COUNTERTOP @ MIN. 12" O.C., 4" FROM ENDS AND QUANTITY 2 PER SUPPORT.

T DETAIL

NOTE: PROVIDE P-LAM FINISH ON ALL EXPOSED AND SEMI-EXPOSED SURFACES. PROVIDE STYLMARK EDGE BANDING, TYPICAL

LAMINATE EDGE, SEE TYPICAL PLASTIC LAMINATE COUNTER EDGE DETAIL FOR ADDITIONAL INFORMATION

2 1/2" NOMINAL

CAB DOOR DRAWER FRONTS AS SCHED STYLMARK EDGE BANDING# 110093, TYPICAL

Ke

NATURAL FINISH WOOD VENEER EA. SIDE OF SHELF -TYPICAL

FO PARTN

1 1/2" NOMINAL

COUNTERTOP SUPPORT, COLOR AND FINISH TO MATCH COUNTERTOP ABOVE.

PLAN VIEW

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

STYLMARK EDGE BANDING# 110093, TYPICAL

TYPICAL BASE CABINET JOINT DETAIL GYP. PTD 8 BD., 6" = 1'-0"

PLASTIC LAMINATE COUNTER TOP SUPPORT. PROVIDE AT MIN. 4'-0" O.C. U.O.N.

T.O. BASE PLATE BELOW STRUCTURAL 2-LAYERS NOMINAL 3/4" MDF SLAB SIMULATED STONESUBSRATE. MILLWORK

1/8" MAX

A960-1010A

COUNTERTOP AS INDICATED

DIMENSION VARIES SLOPED SURFACE

1 1/2" NOMINAL

1 1/2"

PLAM CORNER - END PLAN DTL 6" = 1'-0"

1/8" MAX

1 3/4" 2 1/2"

PLASTIC EDGE, SEE TYPICAL PLASTYIC LAMINATE EDGE DETAIL FOR ADDITIONAL INFORMATON

1/2" , UON

A960

TYPICAL PLASTIC LAMINATE SHELF

PLASTIC LAMINATE COUNTER TOP

FRAME

PLASTIC LAMINATE SLIDE SHELF

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

EDGE TRIM

D J ICE MACHINE SLIDE SHELF

1/8" 3/4"

11

6" = 1'-0"

1/8"

14

DIM. PT. COUNTER TOP

PLAM COUNTER SUPPORT DETAIL

PLASTIC LAMINATE PANEL, 2-LAYERS OF 3/4" MDF SUBSTRATE

PLASTIC LAMINATE 3/4" 1-LAYER 3/4" ON OF 1/2" MDF SUBSTRATE BASE CAB

FINISH REVEAL TO MATCH CABINETS

1/8"

T.O. STRUCTURAL SLAB

3/4"

GYP. BD., PTD

SHIM AS REQUIRED

SECTION VIEW

14

1/8"

SCHEDULED PARTITION

PLASTIC EDGE, SEE TYPICAL PLASTYIC LAMINATE EDGE DETAIL FOR ADDITIONAL INFORMATON

1 1/2" NOMINAL

ALIGN

SCHEDULED PARTITION

FLOORING AS SCHEDULED

1/8"

SHIM AS PLASTIC LAMINATE REQUIRED MILLWORK PANELS WITH CONCEAL ZCLIP ATTACHMENT

1/8"

PLAN VIEW

1/8"

FO PARTN

PLASTIC LAMINATE COUNTER TOP SUPPORT. PROVIDE AT MIN. 4'-0" O.C. U.O.N. STAINLESS STEEL MECHANICAL ATTACHMENTS BELOW COUNTERTOP @ MIN. 12" O.C., 4" FROM ENDS AND QUANTITY 2 PER SUPPORT.

PLASTIC LAMINATE ON 1-LAYER OF 1/2" MDF SUBSTRATE

ALIGN

1/4"

PLASTIC LAMINATE MILLWORK PANELS WITH CONCEAL ZCLIP ATTACHMENT

2-LAYERS NOMINAL 3/4" MDF SUBSRATE.

BASE CABINET

BASE CABINET

TYPICAL BASE CABINET JOINT DETAIL

PLASTIC LAMINATE DOOR

DIM. PT. CABINET

6" = 1'-0"

SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH.

RECESSED TOE SPACE AND BASE

FINISH FLOOR

UNDERCOUNTER LIGHTING WHERE INDICATED

1

MILLWORK TYP PLASTIC LAMINATE BASE CABINET DETAILS 6" = 1'-0"

Pr

Sh

T D

Ori

Sh


27"

3/4"

HANDICAP MAX HEIGHT RANGE 4'

3'-6"

3"

1/8"

B21

3'-0"

1"

4'-6"

1/8"

3'-0"

1'-6" 4 3/8"

3/4"

4

10

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER NATURAL FINISH SOLID HARDWOOD VENEER P-LAM BASE CABINETS 3/4"

A962

(2)

(2)

3'-6"

3'-1"

N

Structural Engineering 1367 Connecticut Avenue, NW Washington, DC 20036 Mechanical, Plumbing, Electrical Engineering 3112 Lord Baltimore Drive Baltimore, MD 21244

SOLID QUARTZ COUNTERTOP

1"

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER

EOC RECEPTION B46 DESK DETAILS

LEVEL 2 18' - 0"

3'-6 5/8"

A962

BOARD

RUBBER TRIM Date AS SCHED.

Description

1/4" 1 5/8" 3/4"

ECS Mid-Atlantic, LLC

3 1/2"

0" 3/4"

BRUSHED ALUMINUM

BRUSHED ALUMINUM

7

8 A962

3"

12" = 1'-0"

A962

1/8"

2 5/8"

1/4" 3/4"

3"

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER

3/4"

Construction Consultants, Inc. (CCI) 1/8"

3/4" 1/4"

LEVEL 2 18' - 0"

1" 1'-3" 7/8" CLEARANCE UNDERNEATH TABLE FOR 5'-5DESK SECTION - EOC RECEPTION - SOUTH Sheet EOC Number RECEPTION DESK PLAN 7 HANDICAP ACCESSIBILITY 3" = 1'-0"

9

Geotechnical 9409 Innovation Drive Manassas, VA 20110

LEVEL 2 18' - 0"

3 1/4"

NATURAL FINISH SOLID HARDWOOD VENEER

WOOD BLOCKING Winbourne Consulting, LLC Informational Technology Consulting 1621 N Kent Street, Suite 704 Rosslyn, VA 22209 RUBBER TRIM AS SCHED.

SOLID QUARTZ COUNTERTOP

Original is 48 x 36. Do not scale contents of this drawing.

A962

Electronic Security 500 N. Central Expwy, Suite 310 Plano, TX 75074 MEDIUM DENSITY FIBERPolysonics BOARD Audio Visual / Acoustics 405 Belle Air Lane P-LAM Warrenton, VA 20186

NOT FOR P-LAM A962 CONSTRUCTION 8 MEDIUM DENSITY FIBER

7

NATURAL FINISHA962 HARDWOOD VENEER ON P-LAM BASE CABINETS

BONDED ALUMINUM WATERFALL PATTERN

Project No: 18.14004.00

Latta Technical Services

9

P-LAM BACKING

LEVEL 2 18' - 0" 3'-0"

Sheet Title

LEVEL 2 18' - 0"

RUBBER TRIM AS SCHED

ELEVATION - EOC RECEPTION - NORTH 1/2" = 1'-0"

3

LEVEL 2 18' - 0"

8 A962

1" = 1'-0"

ReStl Designers, Inc.

James Posey Associates

No.

1/2" = 1'-0"

STONE COUNTERTOP

9

Civil Engineering 1/8" 9301 Innovation Drive, Suite 150 Manassas, VA 20110

7 A962

ELEVATION - EOC RECEPTION - WEST

3/4"

ELEVATION - EOC RECEPTION - EAST

ARUP

P-LAM BASE CABINETS

4'-7"

RUBBER TRIM AS SCHED

Cost Estimating 770 Leesburg Pike North Lobby, 1st Floor No: 18.14004.00 Falls Church,Project VA 22043

8

Sheet Title

NATURAL FINISH HARDWOOD

EOC RECEPTION DESK Connecticut Avenue, NW, Suite 200 - NORTH SECTION -1120 EOC RECEPTION DESK VENEER ON P-LAM BASE CABINETS Washington, DC 20036 3" = 1'-0" DETAILS Code Consulting Services

SOLID QUARTZ COUNTERTOP 1'-0"

2

1"

WOOD BLOCKING BRUSHED ALUMINUM

NATURAL FINISH SOLID HARDWOOD VENEER

ELEVATION - EOC RECEPTION - EAST 1 1/2"FLOOR = 1'-0" SECTION - EOC RECEPTION DESK - NORTH P. LAM BASE CABINETS WITH NATURAL HARDWOOD VENEER AWAY FROM RECEPTIONIST 8FINISH3" = 1'-0"PLAN - EOC RECEPTION - LEVEL 2 SOLID QUARTZ COUNTERTOP

4'-2"

Date

Christopher Consultants

3

SOLID QUARTZ COUNTERTOP

STONE COUNTERTOP

3'-10 1/4"

Description

All reproduction & intellectual property rights reserved © 2018

In Association with

AUX BUILDING

MEDIUM DENSITY B21 FIBER BOARD

BRUSHED ALUMINUM

WOOD FRAMING

8'-0"

B11

SOLID QUARTZ COUNTERTOP

CABINETS

Design Development Submission July 23, 2019 Key Plan

1'-0"

4 3/4"

3"

1"

No.

2'-6"

B21

4"

3'-6"

1/4" 3/4"

B46

3'-0"

Hellmuth, Obata & Kassabaum, P.C. Canal House, 3223 Grace Street, NW NATURAL FINISH Washington, DC 20007 USA WOOD BLOCKING HARDWOOD t +1 202 339 8700 f +1 202 339 8800 VENEER ON P-LAM BASE

1/2" = 1'-0"

BONDED ALUMINUM WATERFALL PATTERN

SOLID QUARTZ COUNTERTOP

6'-9 3/4"BRUSHED ALUMINUM

5'-5 7/8"

1"

ELEVATION - EOC RECEPTION - WEST

4

2'-6"

2'-6" 4'-1 5/8"

4'-2" BLOCKING WOOD

BRUSHED ALUMINUM

3 1/4"

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER NATURAL FINISH HARDWOOD VENEER PANEL

1"

1'-0"

5

1'-3"

3'-10 1/4"

NOT FOR CONSTRUCTION

LEVEL 2 18' - 0"

8"

8'-0"

3'-6"

2'-6"

P-LAM

9 RUBBER TRIM A962 AS SCHED.

A962

1"

EXIT ACCESS TRAVEL DISTANCE 81' - 7" < 300'

1'-6" 4 3/8"

3

B21

Professional Seals

9

WOOD BLOCKING

LEVEL 2 18' - 0"

Code Consulting Services 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036

BONDED ALUMINUM WATERFALL PATTERN

LEVEL 2 18' - 0"

COUNTERTOP

ARUP Date

3/4"

8'-0"

8 A962

1'-0"

7

6'-8 7/8"

Cost Estimating 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043

MAIN BUILDING

A962

4 1/8" Professional Seals

Construction Consultants, Inc. (CCI)SOLID QUARTZ

B11

- EOC RECEPTION DESK - SOUTH No. Description 4 3/4"

BUILDING

Geotechnical 9409 Innovation Drive Manassas, VA 20110

3/4" 1/4"

C

9027 Center Street, Manassas, VA 20110

SOLID QUARTZ COUNTERTOP

P-LAM

ECS Mid-Atlantic, LLC

LEVEL 2 18' - 0"

1'-0"

7 A962

MEDIUM DENSITY FIBER BOARD

B46

1●1●1●1●1●1●1●1●1●1●1●1●1●

3/4" 3'-6"

3'-6"

11" 1'-11" 8 A962

1621 N Kent Street, Suite 704 Rosslyn, VA 22209

9

A962

City of Manassas, Virginia MAIN

MEDIUM DENSITY FIBER BOARD

Winbourne Consulting, LLC Technology Consulting 3/4" 1 5/8"Informational 3/4"

NOT FOR CONSTRUCTION

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER NATURAL FINISH HARDWOOD VENEER PANEL

1"

1/8"

SOLIDRECEPTION QUARTZ COUNTERTOP ELEVATION - EOC HALL - WEST 1/2" = 1'-0"

HANDICAP MAX HEIGHT RANGE 4'

1● 1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

(2)

(1)

1● 1●1●1●1●1●1●1●1● 1●

1●1●1●1●1●1●1●1●1●1●1●1●1●

Audio Visual / Acoustics 405 Belle Air Lane Warrenton, VA 20186

STONE COUNTERTOP

AUX BUILDING

Prepared For

WOOD BLOCKING

Polysonics

2"

9608 Grant Avenue Manassas, VA 20110

9 Latta Technical Services

RUBBER TRIM WATERFALL PATTERN AS SCHED. FORMS + SURFACES 1/4" MAX. WIDTH 1/16" INCREMENT RANGE

BRUSHED ALUMINUM

7

A962

1'-0"

SOLID QUARTZ COUNTERTOP

7

1/2" = 1'-0"

3 1/2"

EOC RECEPTION DESK PLAN

12" = 1'-0"

SOLID QUARTZ SECTION COUNTERTOP 3" =LEVEL 1'-0" 2 18' - 0"

3 3 WOOD FRAMING ELEVATION - EOC RECEPTION HALL - WEST

1'-0"

TURAL FINISH HARDWOOD NEER ON P-LAM BASE CABINETS

3'-0"

LEVEL 2 18'ALUMINUM - 0" BONDED 0" WATERFALL PATTERN 1" 3/4" NATURAL FINISH HARDWOOD VENEER ON P-LAM BASE CABINETS

A962

LEVEL 2 18' - 0"

RTH

1/4" 1 5/8" 3/4"

1'-0" MANASSAS PUBLIC Key Plan 7" SAFETY FACILITY

Mechanical, Plumbing, Electrical Engineering 3112 Lord Baltimore Drive Baltimore, MD 21244 Electronic Security 500 N. Central Expwy, Suite 310 A962 Plano, TX 75074

SOLID QUARTZ COUNTERTOP

5

1'-0"

7" James Posey Associates

WOOD FRAMING P-LAM

Design Development Submission July 23, 2019

Project

Structural Engineering 1367 Connecticut Avenue, NW Washington, DC 20036

2"

3'-6"

6'-8 7/8"

8

RECEPTION 240 BRUSHED ALUMINUM P-LAM BACKING

ReStl Designers, Inc.

AUX BUILDING

MAIN BUILDING

HANDICAP MAX HEIGHT RANGE 4'

WOOD BLOCKING

A962

2'-6"

Far Right: Section Details B21

STONE COUNTERTOP

3'-6"

1/2" = 1'-0"

C

3'-6 5/8"

1"

ELEVATION - EOC RECEPTION - WEST

STONE COUNTERTOP

All reproduction & intellectual property rights reserved © 2018

Christopher Consultants

HANDICAP MAX HEIGHT RANGE 4'

3" = 1'-0"

1/8"

Right: Interior Elevations West + East

SOLID QUARTZ COUNTERTOP

8 A962

3

Original is 48 x 36. Do not scale contents of this drawing.

Sheet Number

SPACING

2'-6"

1'-0"

4'-2"

SECTION - EOC RECEPTION DESK - NORTH

5'-0"

5

Sheet Title

LIFE SAFETY PLAN LEVEL 1

Hellmuth, Obata & Kassabaum, P.C. Canal House, 3223 Grace Street, NW Washington, DC 20007 USA t +1 202 339 8700 f +1 202 339 8800

In Association with

HANDICAP MAX HEIGHT RANGE 4'

4

8

Project No: 18.14004.00

AXON - EOC RECEPTION DESK

MATCH VENEER

1'-0"

1/8" 1'-6" 4 3/8" 3'-10 1/4" 1'-10" HANDICAP FORWARD REACH MAX 20-25"

12" = 1'-0"

OCCUPANT LOAD TABLE

Civil Engineering 9301 Innovation Drive, Suite 150 Manassas, VA 20110

6

NATURAL FINISH SOLID B21 HARDWOOD BASE TO

NATURAL FINISH SOLID

3'-0"

VENEER PANEL EOC RECEPTION DESK PLAN

2'-6"

HANDICAP MIN KNEE HEIGHT 27"

WOOD BLOCKING NATURAL FINISH SOLID HARDWOOD VENEER

= 23,275 S.F.

MEDIUM DENSITY FIBER BOARD

HARDWOOD BASE TO 5'-0" 4 1/8" MATCH VENEER LEVEL 2 5' HANDICAP CLEARANCE MIN 18' - 0"

3/4"

Code Consulting Services 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036

AUTOMATED EXTERNAL DEFIBRILLATOR

Key Plan

SOLID QUARTZ COUNTERTOP

2'-6"

Above: Reception Desk Detail

3"

C

MEDIUM DENSITY FIBERALUMINUM BOARD BRUSHED

HANDICAP MAX HEIGHT RANGE 4'

3'-6"

4 3/4"

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER NATURAL FINISH HARDWOOD

1"

AS SCHED.

1/4" 3/4"

3 1/2"

ARUP

SECURITY FIRE EXTINGUISHER CABINET (SECTION 104413.53)

Professional BONDED Seals ALUMINUM

1 1/4"

LEVEL 2 18' - 0"

BONDED ALUMINUM WATERFALL PATTERN

AED

Design Development Submission July 23, 2019

NATURAL FINISH SOLID HARDWOOD VENEER

B11RUBBER TRIM

1/8"

LS005 LS003 Reception Desk Axonometric

STONE COUNTERTOP

A962

7 A962

Cost Estimating 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043

3/4" 1/4"

Name

OCC GROUP AREA OCC FACTOR # OCCUPANTS

WOOD BLOCKING

8

3"

9027 Center Street, Manassas, VA 20110

Original is 48 x 36. Do not scale contents of this drawing.

A962

WOOD BLOCKING

B21

BRUSHED ALUMINUM

Project No: 18.14004.00 MB & AB TOTAL OCCUPANT LOAD = 173 Sheet Title

P-LAM

SOLID QUARTZ COUNTERTOP

4"

BONDED ALUMINUM WATERFALL PATTERN

3'-6"

3 1/4"

MEDIUM DENSITY FIBER BOARD

1

SFEC

= 6050 S.F. 3" = 1'-0"

LIFE SAFETY PLAN LEVEL 3

3'-1"

1'-0"

WOOD BLOCKING

2

A962

3/4"

City of Manassas, Virginia

8"

1/8"

3

Prepared For

NUMBER OF EXITED OCCUPANTS EXITING EXIT CAPACITY

Construction Consultants, Inc. (CCI)

SECTION - EOC RECEPTION DESK - SOUTH

7

= 20

4

MEDIUM DENSITY FIBER BOARD

Geotechnical 9409 Innovation Drive Manassas, VA 20110

LEVEL 2 18' - 0"

FIRE EXTINGUISHER CABINET (SECTION 104413)

Sheet Number

9

ECS Mid-Atlantic, LLC

9608 Grant Avenue Manassas, VA 201100"

EXIT DOOR CAPACITY

QUALIFYING EXIT OR EXIT DISCHARGE TERMINATION

COUNTERTOP

1'-0"

P-LAM BACKING

Informational Technology Consulting 1621 N Kent Street, Suite 704 Rosslyn, VA 22209

Date

NUMBER OF EXITED OCCUPANTS EXITING

3/4"

2"

Description

MANASSAS PUBLIC SAFETY FACILITY

EGRESS DOOR SYMBOL

195

SOLID QUARTZ ______________________________________________________

BRUSHED ALUMINUM

7"

BONDED ALUMINUM WATERFALL PATTERN

No.

2'-6"

1 1/4"

2019-08-16 10:11:19 AM

2019-08-16 10:11:37 AM

7 A962

CONTROLLED EGRESS (SECURE)

220

AB TOTAL

BRUSHED ALUMINUM

8 A962

L - WEST

= 17,169 S.F.

FREE EGRESS (NON-SECURE)

EXIT

FEC

BUSINESS GROSS / 100 S. F. =0 = 0 S.F. P-LAM ______________________________________________________

1/8" = 1'-0"

1/8"

9

= 172

EXIT

14

220 200

STAIR 4.2

AUTOMATED EXTERNAL DEFIBRILLATOR

OCCUPANT LOAD TABLE

1/4" 1 5/8" 3/4"

Project

TRAVEL DISTANCE START AND FINISH

= 6050 S.F.

SECURITY FIRE EXTINGUISHER CABINET (SECTION 104413.53)

WOOD BLOCKING

WOOD FRAMING

6'-8 7/8"

AED

2 HOUR FIRE-RATED ASSEMBLY WITH 90 MINUTE OPENING PROTECTION

WOOD BLOCKING

SOLID QUARTZ COUNTERTOP

LEVEL 1

Life Safety Plans - Fire Administration3 1/8" = 1'-0"

SFEC

Name

OCC GROUP AREA OCC FACTOR # OCCUPANTS

1 HOUR FIRE-RATED ASSEMBLY WITH 60 MINUTE OPENING PROTECTION

Winbourne Consulting, LLC

Original is 48 x 36. Do not scale contents of this drawing.

B21

2'-6"

= 17,169 S.F.

= 172

Audio Visual / Acoustics 405 Belle Air Lane Warrenton, VA 20186

RUBBER TRIM AS SCHED.

4"

= 0 S.F.

38 BUSINESS GROSS / 100 S. F. 220

__________________________________________________________

Polysonics

MEDIUM DENSITY FIBER BOARD

NOT FOR CONSTRUCTION

SMOKE BARRIER - 1 HOUR FIRE-RATED WITH 45 MINUTE OPENING PROTECTION

2 ●●2 ●●2 ●●2 ●●2 ●●

MEDIUM DENSITY

STORAGE/MECH GROSS / 300 S. F.FIBER = 20BOARD

Electronic Security 500 N. Central Expwy, Suite 310 Plano, TX 75074

P-LAM

1 HOUR FIRE-RATED ASSEMBLY WITH 20 MINUTE OPENING PROTECTION

●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1

Washington, DC 20036= 17,225 S.F. = 153

AUXILIARY BUILDING:

AUX BUILDING MAIN BUILDING

1'-0"

4"

EXIT

STORAGE/MECH GROSS / 300 S. F. = 0

1S

SB●●●●SB●●●●SB●●●●

= 2,987 S.F.

3/4" 1 5/8" 3/4"

Latta Technical Services

Key Plan

Professional Seals

Date

ARUP

Design Development Submission July 23, 2019

HANDICAP MIN KNEE HEIGHT 27"

STAIR 1

4 1/8"

DESCRIPTION SMOKE TIGHT PARTITION (IBC 408.8.1)

A962

MB TOTAL

VD

FIRE EXTINGUISHER CABINET (SECTION 104413)

3 RECEPTION DESK - NORTH SECTION - EOC 3" = 1'-0"

SYMBOLS SYMBOL

7"

EXIT CAPACITY

FEC

Description

STORAGE/MECH LEVEL 2 GROSS / 300 S. F. = 10

NUMBER OF EXITED OCCUPANTS EXITING

220

BONDED ALUMINUM WATERFALL PATTERN FORMS + SURFACES 1/4" MAX. WIDTH 1/16" INCREMENT RANGE

GROSS AREA:

129

Mechanical, Plumbing, Electrical Engineering 3112 Lord Baltimore Drive Baltimore, MD 21244

D.6

1 1/4"

1● 1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

1 LEVEL 3

BREAKOUT (2)

128

No.

QUALIFYING EXIT OR EXIT DISCHARGE TERMINATION

195

LIEUTENANT(2) PLANNING AND MANAGEMENT

127

Structural Engineering 1367 Connecticut Avenue, NW Washington, DC 20036

James Posey Associates

ST --ST --ST --ST --ST --ST ---

1● 1●1●1●1●1●1●1●1● 1●

Construction Consultants, Inc. (CCI)

18' - 0"

ReStl Designers, Inc.

Code Consulting Services 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036

COMMON PATH OF TRAVEL 44' - 9" < 100'

A114

Code Consulting Services BUSINESS GROSS / 100 = 143 = 14,238 S.F. 9 S. F. ______________________________________________________ 1120 Connecticut Avenue, NW, Suite

EXIT DOOR CAPACITY

WOOD FRAMINGSTAIR 4.2

(2) SPECIAL LIEUTENANT OPPS

2"

NUMBER OF EXITED OCCUPANTS EXITING

Cost Estimating 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043

ARUP

2'-6"

8

38 220

CONTROLLED EGRESS (SECURE)

Construction Consultants, Inc. (CCI)

E.4

1 1/4"

100.1

EXIT

Geotechnical 9409 Innovation Drive Manassas, VA 20110

E.6

1/8"

EXIT

PUBLIC VESTIBULE

A

A

FREE EGRESS (NON-SECURE)

14 220

SPACING

FB

126

TOTAL OCCUPANT LOAD

1

3'-6"

(2) (2)

(1)

(2)

1E

STORAGE 1931 SF 300 6

1/4"

EXIT

86 220

1'-0"

(1)

COMMON PATH OF TRAVEL 98' - 8" < 100'

(1) (2)

(1) (2) (2)

S

V

S

1● 1●1●1●1●1●1●1●1●1●1●1●1● 1●

ELEVATOR 1

ECS Mid-Atlantic, LLC FIRE STORAGE

(2)

STORAGE 267 SF 300 1

NATURAL FINISH SOLID Cost Estimating HARDWOOD BASE TO 770 Leesburg Pike MATCH VENEER North Lobby, 1st Floor 1'-0" Falls Church, VA 22043GROSS AREA: MAIN BUILDING:

TRAVEL DISTANCE START AND FINISH

EGRESS DOOR SYMBOL

3/4"

1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

1S

MECH 61 SF 300 1

1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●

STAIR 1

2 HOUR FIRE-RATED ASSEMBLY WITH 90 MINUTE OPENING PROTECTION

NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER

EXIT

FB

(2) PATROL CAPTAIN

12" = 1'-0"

2 ●●2 ●●2 ●●2 ●●2 ●●

Civil Engineering 9301 Innovation Drive, Suite 150 Manassas, VA 20110

K9 STORAGE

Geotechnical 9409 Innovation Drive NOT FOR Manassas, VA 20110 CONSTRUCTION

SMOKE BARRIER - 1 HOUR FIRE-RATED WITH 45 MINUTE OPENING PROTECTION

●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1 ●●●● 1

STONE COUNTERTOP

1/8"

MAIN BUILDING:

1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●

1● 1●1●1●1●1●1●1●1●1●1●1●1● 1●

CONFERENCE 431 SF 15 29

125

9

A962

ELEVATOR MACHINE ROOM 100

FB

323

322

EOC RECEPTION DESK PLAN

9

STONE COUNTERTOP LIEUTENANT NIGHTS 2

1● 1●1●1●1●1●1●1●1●1●1● 1●

PUBLIC LOBBY

PRIVATE OFFICE

124

2"

K9 STORAGE

A112

ECS Mid-Atlantic, LLC

1 HOUR FIRE-RATED ASSEMBLY WITH 20 MINUTE OPENING PROTECTION

1 HOUR FIRE-RATED ASSEMBLY WITH 60 MINUTE OPENING PROTECTION

FB

1/8"

102

113

FAAP

SUPERVISOR WORKSTATIONS

311.2 1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●

3/4" 1/4"

LIEUTENANT NIGHTS 1

112

ELEVATOR MACHINE RM

FINGERPRINT ROOM

110

FB

FB

(2)

CHILDS INTERVIEW

312

AA

(2)

(2) (2)

(2)

W

(2)

111

D

B = 1'-0"

1●1●1●1●1●1●1●1●1●1●1●1●1●

1E

(1)

(2)

1●1●1●1●1●1●1●1●1●1●1●1●1●

ELEVATOR 1

1'-0"

FEMALE TOILET

7"

MALE TOILET

B3"

DESCRIPTION SMOKE TIGHT PARTITION (IBC 408.8.1)

SB●●●●SB●●●●SB●●●●

123

1/4" 3/4" 3" SECTION - EOC RECEPTION DESK - SOUTH

7

1● 1●1●1●1●1●1●1●1●1●1● 1●

ISD MULTIPURPOSE ROOM

ISD MULTIPURPOSE ROOM

LIEUTENANT DAYS 2

RUBBER TRIM 3/4" 3" AS SCHED.

STORAGE 154 SF 300 1

1●1●1●1●1●1●1●1●1●1●1●1●1●

(2)

1●1●1●1●1●1●1●1●1●1●1●1●1●

311

S (2)

CONFERENCE FB SF 2406 15 160

151

3S

Christopher Consultants

Informational Technology Consulting 1621 N Kent Street, Suite 704 Rosslyn, VA 22209

MAIN BUILDING

FINISH SOLID LEVELNATURAL 2 18' - 0"HARDWOOD VENEER

CONFERENCE 4084 SF 15 272

122

RECORDS STORAGE

PUBLIC INTERVIEW

STAIR 3

In Association with

Winbourne Consulting, LLC

1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●

Professional Seals

(2)

CONFERENCE 620 SF 15 41

FB

COMMUNICATIONS

320

0"

RECORDS STORAGE

150

RECORDS ROOM

321

FB

COMM ENTRANCE VESTIBULE FRONT

(1)

1● 1●1●1●1●1●1●1●1●1●1● 1●

S

CHILD INTERVIEW WAITING

312.1

312.2

152.1

RECORDS ROOM

C

(1)

1●1●1●1●1●1●1●1●1●1●1●1●1●1●

(1) (1)

302

3 1/2"

300

STORAGE

CAD PC / MUG SHOT

C FB COMMUNICATIONS

310

LOBBY

S

(2)

EXIT ACCESS TRAVEL DISTANCE 109' - 1" < 300'

UPS ROOM

314

AV EQUIP

FB

FB

STORAGE 178 SF 300 1

ISD LOBBY

STORAGE 57 SF 300 1

ROLL CALL STORAGE 152.2

MECH 112 SF 300 1

(2) (2)

STORAGE

EOC RECEPTION DESK - NORTH BB

328

FIRE SUPRESSION

UPS ROOM

SYMBOL ST --ST --ST --ST --ST --ST ---

1● 1●1●1●1●1●1●1●1● 1●

PATROL OFFICER WORK STATIONS

LIEUTENANT DAYS 1

S

All reproduction & intellectual property rights reserved © 2018

Polysonics

Audio Visual / Acoustics 405 Belle Air Lane Warrenton, VA 20186

STORAGE 41 SF 300 1

AUX BUILDING

FB

FB

A104

Informational Technology Consulting 1621 N Kent Street, Suite 704 Rosslyn, VA 22209

121

WOOD BLOCKING

FB

3E

Electronic Security 500 N. Central Expwy, Suite 310 Plano, TX 75074

A120

STORAGE

Key Plan

LIEUTENANT EVENINGS 2

P-LAM

STORAGE

Mechanical, Plumbing, Electrical Engineering 3112 Lord Baltimore Drive Baltimore, MD 21244

Latta Technical Services

Winbourne Consulting, LLC SYMBOLS

(2)

FB

ELEVATOR 3

James Posey Associates

FIRE STORAGE

AudioD.6 Visual / Acoustics Development Submission 405 Belle AirDesign Lane July 23, 2019 Warrenton, VA 20186

3 1/4"

(2)

(1)

(2)

(1)

4"

EXIT ACCESS TRAVEL DISTANCE 109' - 1" < 300'

313

315

S

ISD CAPTAIN

(1)

COMPUTER CRIMES CLOSET

ISD LIEUTENANT

RUBBER TRIM AS SCHED.

HONOR GAURD

STORAGE 488 SF 300 2

Polysonics

D.6

156

ROLL CALL STORAGE STORAGE 67 SF 300 1

FB

FIRE SUPPRESSION

1● 1● 1● 1● 1● 1● 1●

(2)

(1)

1● 1● 1● 1● 1● 1● 1●

SPECIAL EQUIPMENT

FB

STORAGE 80 SF 300 1

STORAGE 277 SF 300 1

A110

MEDIUM DENSITY FIBER BOARD

130

154

1●1●1●1●1●1●1●1●1●1●1●1●1●

F.6

(2)

(1)

A100

SPECIAL EQUIPMENT

P-LAM

(2)

LIEUTENANT EVENINGS 1

IT EXCHANGE

DENSITY 1/4" 1MEDIUM 5/8" FIBER BOARD 3/4" TECH SERVICES

A115.1

Electronic Security 500 N. Central Expwy, Suite 310 Plano, TX 75074

155

324

(2)

LEVEL 2 18' - 0"

TECH SERVICES STORAGE

S

1/8" CC

STORAGE 87 SF 300 1

RECORDS STORAGE

CONFERENCE 942 SF 15 63

S

3/4"

1●1●1●1●1●1●1●1●1●1●1●1●1●1●

3"

STORAGE 252 SF 300 1

ROLL CALL

D D NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER

(2)

STORAGE 87 SF 300 1

152

326

BIKE STORAGE

JC Code Consulting Services A102 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 JC

Latta Technical Services

STORAGE 97 SF 300 1

(2)

A103

(1)

EXIT ACCESS TRAVEL DISTANCE 81' - 7" < 300'

(2) (1)

(1)

QUIET ROOM

RECORDS STORAGE

MECH 471 SF 300 2

COMPUTER CRIMES CLOSET

TECH SERVICES STORAGE

ROLL CALL

COMM. ENTRANCE VESTIBULE REAR 325

NATURAL FINISH SOLID DISPATCH EQUIPMENT HARDWOOD BASE TO MATCH VENEER 316

107

S

IT DATA

1●1●1●1●1●1●1●1●1●

770 Leesburg Pike North Lobby, 1st Floor CIRCULATION Falls Church, VA 22043

ARUP (1)

(1)

SUPPLY CLOSET

132

(2)

(1)

327

(2)

(2)

P-LAM BACKING

(2) (1)

DISPATCH EQUIPMENT

ISD WORKROOM

ICAC TASK FORCE

WOMENS RESTROOM

IT DATA 104

317

(2)

A100.1

E.4

(2)

S

NATURAL FINISH SOLID HARDWOOD VENEER

(1)

MECH 201 SF 300 1

JC

STORAGE 33 SF 300 1

(2)

319

IT DATA

153

307

S

133

SUPPLY CLOSET

A100.2

Mechanical, Plumbing, Electrical Engineering E.6 Construction Consultants, Inc. (CCI) Cost Estimating 3112 Lord Baltimore Drive Baltimore, MD 21244

VESTIBULE EXIT

BREAKOUT

141

MECH 63 SF 300 1

Informational Technology Consulting 1621 N Kent Street, Suite 704 ELECTRICAL Rosslyn, VA 22209 MECH 1●1●1●1●1●1●1●1●1● 72 SF ECS Mid-Atlantic, LLC 300 Geotechnical 94091 Innovation Drive ELECTRICAL Manassas, VA 20110A101

James Posey Associates 11 220

E.4

(1)

VESTIBULE

A115

STORAGE 414 SF 300 1

3'-6"

1● 1●

1● 1●

303

LVL1 BREAKROOM

WOMENS RESTROOM

JC

(2)

ISD OPEN OFFICE

WOOD BLOCKING

1/4" 3/4"

(1)

340

(1)

1● 1●1●1●1●1● 1●

103

STORAGE 35 SF 300 1

LVL3 BREAKROOM

304

Audio Visual / Acoustics STORAGE 405 Belle Air Lane Warrenton, VA 20186 696 SF 300 2

STORAGE 724 SF 300 2

HONOR GUARD

PRIVATE INTERVIEW

JC

JC

ESU

8"

3'-1"

301

E

Structural Engineering 1367 Connecticut Avenue, NW IT DATA Winbourne Consulting, LLC Washington, DC 20036

CIVIL DISTURBANCE

BIKE WORKSHOP

(2)

BIKE WORKSHOP/STORAGE

Electronic Security 500 N. Central Expwy, Suite 310 Plano, TX 75074

Polysonics

Structural Engineering 1367 Connecticut Avenue, NW Washington, DC 20036

N

E

106

(1)

(2)

Latta Technical Services

ReStl Designers, Inc.

1 1/4"

(2)

172

A111

(1)

MENS RESTROOM

MECH 152 SF 300 1

ARMORY OFFICE

(2)

341

IT DATA

MECH 204 SF 300 1

CONFERENCE 4355 SF 15 290

ELECTRICAL

171

LVL3 BALCONY

EXIT ACCESS TRAVEL DISTANCE 174' - 2" < 300'

306

1● 1●1●1●1●1● 1●

ER TRIM SCHED.

ARMORY

MENS RESTROOM

CIRCULATION

IT DATA

EXIT

(2)

Mechanical, Plumbing, Electrical Engineering 3112 Lord Baltimore Drive ESU Baltimore, MD 21244 A113

(2)

CIVIL DISTURBANCE

Civil Engineering 9301 Innovation Drive, Suite 150 Manassas, VA 20110

F.9

10 220

Structural Engineering 1367 Connecticut Avenue, NW Washington, DC 20036

ReStl Designers, Inc.

77 220

140.1

105

(1)

(2) (2)

ISD WORKROOM

MEDIUM DENSITY FIBER BOARD

DD

E.6 (1)

OFFICER VEST

170

(2)

3 1/4"

P-LAM

OCKING

(2)

DEAD-END CORRIDOR 41'-9 1/2" < 50' (1)

305

MECH 153 SF 300 1

BONDED ALUMINUM WATERFALL PATTERN

DENSITY R BOARD

2E

ARMORY PICKUP

1/8"

ELECTRICAL

1● 1●1●1●1●1●1●1●1●1●1●1● 1●

S

318

ELEVATOR 2

1/8"

(2)

ELECTRICAL

1● 1●1●1●1●1● 1●

(2)

144

1● 1●1●1●1●1●1●1●1●1●1● 1●

ELECTRICAL

BREAKOUT

EE

SQUAD RM. NIGHTS

142

165 1● 1●1●1●1●1●1●1●1●1●1● 1●

S

331

(2)

FB

143

SQUAD RM. DAYS

HANDICAP MAX HEIGHT RANGE 4'

SC

360A

SQ. RM. EVENINGS

ELEVATOR 2 MACHINE ROOM

1● 1●1●1●1●1● 1●

1● 1●1●1●1●1●1●1●1●1●1●1● 1●

332

1 1/4"

TRAINING ROOM A

2S

ReStl Designers, Inc.

Civil Engineering James Posey Associates 9301F.6 Innovation Drive, Suite 150 Manassas, VA 20110

F.6

MECH 288 SF 300 1

STORAGE 121 SF

3'-1"

2E

F

(2) (2)

330

1●1●1●1●1●1●1●1●1●1●1●1●1●

STAIR 2

169

FIRE PUMP

BUILDING STORAGE

166

(1)

1●1●1●1●1●1●1●1●1●1●1●1●1●

ELEVATOR 2

F

(2)

ISD INTERVIEW (2)

INTERVIEW

MECH 54 SF 300 1

1●1●1●1●1●1●1●1●1●1●1●1●1●

(2)

TRAINING 947 SF 15 63

(1)

(1)

BUILDING STORAGE

ROOM

162

DEAD-END CORRIDOR 24'-7 3/8" < 50'

2S

1●1●1●1●1●1●1●1●1●1●1●1●1●

STAIR 2

1●1●1●1●1●1●1●1●1●1●1●1●1●

COMMON PATH OF TRAVEL 108' - 3" < 100'

UNI-SEX TOILET

MECH 346 SF 300 1

WOOD FRAMING ELEVATOR MACHINE

MECH WORKROOM

TRAINING ROOM A

1● 1●1●1●1●1●1●1●1●1●1● 1●

333

1● 1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

1●1●1●1●1●1●1●1●1●1●1●1●1●

OBSERVATION ROOM

MECH 77 SF 300 1

WOOD BLOCKING

Christopher Consultants

Christopher Consultants

FIRE PUMP

Hellmuth, Obata & Kassabaum, P.C. Canal House, 3223 Grace Street, NW Washington, DC 20007 USA t +1 202 339 8700 f +1 202 339 8800

All reproduction & intellectual property rights reserved © 2018

In Association with

9301 Innovation Drive, Suite 150 Manassas, VA 20110

1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●

334

RECEIVING MECH WORKROOM

MECH 112 SF 300 1

H

8

Christopher Consultants

Engineering In AssociationCivilwith

F.9F.9

HEAD-END

167

MECH 250 SF 300 1

Hellmuth, Obata & Kassabaum, P.C. Canal House, 3223 Grace Street, NW Washington, DC 20007 USA t +1 202 339 8700 f +1 202 339 8800

3/4"

All reproduction & intellectual property rights reserved © 2018

Association with 5 All reproduction &Inintellectual 6property rights reserved © 20187

168

IT STORAGE IT STORAGE

160

161

1● 1●1●1●1●1●1●1●1●1●1● 1●

4.7

HEAD-END

RECEIVING

SOLID QUARTZ COUNTERTOP

Hellmuth, Obata & Kassabaum, P.C. Canal House, 3223 Grace Street, NW Washington, DC 20007 USA t +1 202 339 8700 f +1 202 339 8800

H H

4.5

8

(1)

MECH 1740 SF 300 6

1● 1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

INTERVIEW

86 220

1●1●1●1●1●1●1●1●1●1●1●1●1●

1● 1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

FF

4.3

7

WOOD BLOCKING

MECHANICAL

MECHANICAL

STORAGE 287 SF 300 1

SOLID QUARTZ COUNTERTOP

BRUSHED ALUMINUM

EQUIPMENT/STORAGE CLOSET

EXIT

6

1●1●1●1●1●1●1●1●1●1●1●1●1●

STORAGE 240 SF 300 1

3.94

8"

4.1

5

(1)

TRAINING 728 SF 15 49

362

BUNK STORAGE

STORAGE 1282 SF 300 4

BRUSHED ALUMINUM

4.7

(2)

FB

EQUIPMENT / STORAGE CLOSET

309

350

FUTURE GROWTH

(2)

TRAINING ROOM B

3

9027 Center Street, Manassas, VA 20110

EXIT

BUNK STORAGE FUTURE GROWTH

G F.7

4.5

360

(1)

1/8"

G F.7

TRAINING ROOM B

SC

308

4.3

2

1● 1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1● 1●

TRAINING PRE-FUNCTION

4.1

1.2

(2)

(1)

3'-6"

(2)

F.7 F.7

1

3'-1"

RAMING GG

3.94

3'-6"

3

HANDICAP MAX HEIGHT RANGE 4'

2

HANDICAP MAX HEIGHT RANGE 4'

1.2

1● 1●1●1●1●1●1●1●1●1●1● 1●

1

City of Manassas, Virginia

9027 Center Street, Manassas, VA 20110

Hellmuth, Obata & Kassabaum, P.C. Canal House, 3223 Grace Street, NW Washington, DC 20007 USA t +1 202 339 8700 f +1 202 339 8800

9

7

WOOD BLOCKING

1● 1●1●1●1●1●1●1●1● 1●

3/4"

4.7

(1)

4.5

(1)

4.3

1/4"

3.94 4.1

S

3

1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●1●

2

BRUSHED ALUMINUM

1●1●1●1●1●1●1●1●1●1●1●1●1●

1.2

1 1/4"

4 1/8" 1

LOCKING

LEVEL 2 18' - 0"



08

REFORESTED ART CAMPUS Sustainable Design - Virginia Tech Studio Fall 2021 | Blacksburg, VA

This project is a sustainable art campus at Virginia Tech. Before the town of Blacksburg was developed, the campus area was forested. This proposal calls for a reforestation of the area which will relink biodiversity, absorb carbon, protect against erosion and more. Three existing buildings are reused and retrofitted with new program. All buildings are connected by a network of sidewalks and bridges. The new library and cafe building defines the southwest edge of campus. The building uses heavy timber structure with rainbow polycarbonate panels on the south facade to help diffuse the sun and glass on the north to allow the sun in with a green roof to retain heat while promoting creativity within the space. Greenhouses are integrated throughout with pink WSPV glass optimizing sun for plant growth. The project was modeled in Revit and rendered in Lumion.

SCAN WITH PHONE CAMERA AND CLICK LINK FOR VIDEO



Left: Sidewalk Network + Restoration Rendering Right: Axial Grid Diagram Far Bottom Right: Reforestation Benefits Diagram CARBON SEQUESTRATION PROTECTION FROM SOIL EROSION

AIR FILTERING

ECONOMIC GROWTH

REFORESTATION

LINKING HABITATS

BIODIVERSITY

SUN SHADING WIND BLOCKING

Near Bottom Right: Physical Model of Library And Cafe


Reuse + Retrofit of Annex Building Axon Diagram


1 1

REFORESTATION + BIODIVERSITY

REFORESTATION + BIODIVERSITY REFORESTATION + BIODIVERSITY CONIFEROUS TREES 1

HOST PLANTS - NECTAR

REFORESTATION + 1BIODIVERSITY REFORESTATION + BIODIVERSITY PLANTS - SEED DECIDUOUS TREES HOSTHOST PLANTS - NECTAR CONIFEROUS HOST PLANTS -TREES NECTAR TREES Sustainability1CONIFEROUS Features: REFORESTATION + BIODIVERSITY FRUIT TREES HOST PLANTS NECTAR onHOST TREES HOST PLANTS - SEED DECIDUOUS TREES HOST PLANTS -TREES SEED-Panels DECIDUOUS TREES 1 PLANTS - NECTAR CONIFEROUS 1. Reforestation +CONIFEROUS Biodiversity 7.TREES Glass North Facade FLOWER HOST PLANTS - SEED DECIDUOUS TREES TREES TREES HOST PLANTS -TREES NECTAR HOSTFRUIT PLANTS - SEED Facade CONIFEROUS TREES DECIDUOUS TREES 2. Green Roof 8. Polycarbonate Panels on South FLOWER FLOWER TREES 2FRUIT GREEN ROOF FRUIT TREES HOST PLANTS SEED FRUITSun TREESon South Facade DECIDUOUSFLOWER TREES TREES 3. Rain Garden 9.-ROOF Green Trellis Block TREES 2FLOWER 2 GREEN ROOF 3GREEN RAIN GARDEN FRUIT TREES 10. Reuse of Existing Buildings 4. Green House with Pink WSPV 2Glass FLOWER TREES 2RAIN GREEN ROOF ROOF 3GREEN 3 GARDEN GARDEN 4RAINGREEN HOUSE WITH PINK GLASS (WSPVs) 5. Heavy Timber 11. Membrane Canopies - Microclimates 2 GREEN ROOF 3 RAIN GARDEN 3 GARDEN 4RAINGREEN 4 HOUSE WITH PINK GLASS (WSPVs) GREEN HEAVY TIMBER 6. Clay + Earth Mix HOUSE WITH PINK GLASS5(WSPVs) 12. Sidewalk Network 3

RAIN4 GARDEN GREEN HOUSE WITH GLASS (WSPVs) 4 PINK HOUSE WITH PINK GLASS (WSPVs) 5GREEN 5 TIMBER HEAVY TIMBER 6HEAVY CLAY + EARTH MIX

4

GREEN HOUSE WITH PINK GLASS (WSPVs)TIMBER 5CLAY HEAVY TIMBER 5 6HEAVY 6 + EARTH MIX ON NORTH FACADE + EARTH MIX 7CLAYGLASS PANELS

BIONET EROSION CONTROL FABRIC ENGINEERED SOIL WITH PLANTING AT 10 DEGREE SLOPE MOISTURE RETENTION LAYER RESERVOIR LAYER SPRAY-IN LOW DENSITY POLYURETHANE RIGID INSULATION - SLOPED WATERPROOFING MEMBRANE - 2 LAYERS WOOD STRUCTURAL DECKING - TONGUE AND GROOVE

Green Roof Section Detail



09

GEORGETOWN HERITAGE CANAL

Urban National Park Intern Project - HOK, Washington, D.C Summer 2019 | Washington, D.C.

As a group of five interns, we worked for Georgetown Heritage through HOK to enhance a canal section as an urban national park to offer memorable and enriching experiences. It will rehabilitate the canal edge, create a sense of place, provide recreation and reflection programs while establishing community connections. We were given a general concept to develop further and used design presentation technologies to render stills, panoramas and videos to help Georgetown Heritage gain funding. The design makes the Mile Marker “0” an important moment, while creating three main views and providing programs to entice the community. We used Revit and Rhino to model, Lumion to render, Photoshop and Illustrator to edit and QR codes to share. The project was presented to the entire HOK office at Washington, D.C. and the leaders at Georgetown Heritage.

SCAN WITH PHONE CAMERA AND CLICK LINK FOR VIDEO


4

6 5

1

7

Site Location 1. Mile Marker “0” 2. Mural Wall 3. River Terrace 4. Kiosk 5. Lawn With Movable Furniture 6. Viewing Bridge 7. Tide Lock Nets 8. Hammock Grove 9. Stabilized and Naturalized Edge

Programming Diagram

Process Sketch

Current Photograph of Boathouse

3

8

2 9

Tide Lock Net Precedent


Monument Stair Precedent

Winter Rendering of Stramp, Mural and Mile Marker “0”

Hammock Precedent

Railing Precedent

Colorful Furniture Precedent

Stramp Precedent


Night Rendering of Site from Water


Current Conditions Hammocks - Photograph

Proposed Conditions Hammocks - Rendering

Current Conditions Lawn - Photograph

Proposed Conditions Lawn - Rendering



10

PERSONAL ARTWORK

Hand Drawings in a Variety of Mediums Work Ranging from 2016 - 2022

I discovered my passion for drawing during my sophomore year of high school and have continued to draw in my free time with a range of mediums, including pencil, colored pencil, pen, sharpie, markers, pastels and watercolor markers. Art has always been a way to express my thoughts, feelings and passions, while providing a source of relaxation. I started my own Etsy Shop during the pandemic and have made over 90 sales. Running an Etsy Shop has been very educational regarding the demands for maintaining a business, such as marketing, expenses verses profit, stock, inventory, shipping, security and branding.