Portfolio by Rachel Julius

RACHEL JULIUS PORTFOLIO

RACHEL ERIN JULIUS, LEED AP BD+C

EDUCATION

Virginia Polytechnic, Blacksburg, VA

Master of Architecture

University of Maryland, College Park, MD

Expected Grad. 2023

Current GPA: 3.95

Graduated Winter 2019

Bachelor of Science in Architecture GPA: 3.83

Minors in Sustainability and Construction Project Management

Magna Cum Laude, Dean’s List and Academic Honors every semester

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

Project Designer:

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

HKS, Washington, D.C.

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

Left: Scan QR Code for Commencement Speech

Summer 2022

Fall 2020 - Fall 2021

Spring - Summer 2020

Summer 2019

Summers 2017 & 2018

Fall 2021 - Present

Architecture Library Assistant, UMD Spring 2019, Winter 2019

• Coordinated library support functions

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

UMD Club Softball, College Park, MD

• 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

MD Public Interest Research Group, College Park, MD

• Registered 21 voters and promoted recycling awareness on campus

UMD SGA Sustainability Committee, College Park, MD

• 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

Tau Sigma Delta Honor Society in Architecture & Allied Arts

Spring 2019

UMD President’s Scholarship

Throughout Undergraduate

Tidewater AGC + John W Hill Scholarships

Fall 2018

SKILLS

Revit

Lumion

Enscape

SketchUp

Rhino

Fall 2021

Spring 2020

Fall 2016 - Winter 2018

Spring 2020

Fall 2018 - Winter 2019

Fall 2017 - Spring 2018

Illustrator

Photoshop

Adobe Acrobat

Bluebeam

AutoCAD

Builders & Contractors Exchange

Undergraduate Scholarship

Winter 2018

InDesign

Grasshopper

[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

“ ”

AIA VIRGINIA PRIZE - TRAILS TO RAILS

State of Virginia - Overall First Place Winner

Spring 2022 | Christiansburg, VA

FIRE-RESCUE STATION 11

VIA design architects, Norfolk, VA

Fall 2020 - Summer 2021 | Norfolk, VA

TWO RIVERS - PREFAB EMBASSY

Virginia Tech Studio - AIA Blue Ridge Citation

Spring 2022 | Lagos, Nigeria

RESTON ROW RESIDENTIAL

HKS, Washington, D.C.

Summer 2022 | Reston, VA

PRESERVING PRIDE

University of Maryland Studio

Fall 2019 | College Park, MD

OLD BEACH VILLAGE

VIA design architects, Norfolk, VA

Fall 2020 - Summer 2021 | Virginia Beach, VA

PUBLIC SAFETY HEADQUARTERS

HOK, Washington, D.C.

Summer 2019 | Outside Washington, D.C. 07

REFORESTED ART CAMPUS

Virginia Tech Studio

Fall 2021 | Blacksburg, VA 08

GEORGETOWN HERITAGE CANAL

HOK, Washington, D.C.

Summer 2019 | Washington, D.C. 09

ARTWORK

Range of Mediums

Completed in Free time 10

TABLE OF CONTENTS

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.

1. OFFICE 2. WAITING AREA, CUSTODIAL/ STORAGE + RESTROOMS 3. TICKET KIOSKS 4. CAFE, KITCHEN, SEATING + RESTROOM 5. TRAIN PLATFORM 6. DROP OFF 7. PARKING LOT 8. BIKE PARKING 9. TRAILHEAD

10 9 8 6 7 1 2 3 4 5

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

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

turnout gear

DecontaMination

turnout gear storage

Fire- r escue s tation #11

2021.04.15 | Page 8 norfolk fire - rescue station 11

2021.04.15 | Page 6

function first

Apparatus Support Spaces

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 firerescue station. Proper location and flow through these ‘hot-zone’ spaces minimizes contaminants entering the cleaner ‘coldzone’ spaces of the building.

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 personnel within the station.

LENS AVENUE

MeDicaL

o FFices aPParatus

WorKsHoP cLoset

suPPLY rooM

BaY toiLet/ sHoWer rooM

sLiDe PoLe e ntrance to t urnout g e ar Deconta M ination Fro M Bui LD in g e x t e

WatcH/raDio rooM

rior

WorKsHoP 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 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. door enables firefighters to enter directly into the 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 aPParatus BaY First Floor Apparatus Bay Visual Access Adjacency Diagram

Longitudinal Section and Sketched Facade Iterations

Paper Doll Layout Second Floor Program Layout Kitchen Rendering

Exterior Rendering Lens Avenue

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

Location in Lagos, Nigeria

Ventilation Sketch

Massing Sketch

Rivers and Major Cultures

Sketches of Structural Options for Boxes

Site Wind Diagram

C F Level 1 - Wind Diagram STACK 2 STACK 1 PODIUM GARAGE 1 2 3 7 8 9 10 1" 30'-0" A101 A301 1 Section 2

Building Longitudinal Section

Volumetric Box Structure Section

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

BATT INSULATION - 5 1/2"

PLYWOOD - 1/2"

GYPSUM BOARD - 1/2"

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

WEATHERPROOFING VAPOR BARRIER

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

FINISH FLOOR TO BE ADDED AFTER STACKING IS COMPLETE

PLYWOOD SUBFLOOR 1/2"

WOOD BEAM 16" O.C. 2X8 NOMINAL

BATT INSULATION - 7 1/4"

CONTINUOUS METAL FLASHING

SOLE PLATE - 2X6 NOMINAL

WOOD JOIST - 2X8 NOMINAL

First Floor - 4B

Second Floor - 4B

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.

REINFORCED CONCRETE PLATFORM FOR PODIUM 2'-0"

Aerial Rendering with Biodiversity and Water Capturing

Section - 4 Bedroom

Section - 3 Bedroom

Each unit is made of 8 prefabricated boxes with dimensions of 10’ x 20’ and 10’ x 25’

First Floor - 3B

Second Floor - 3B

3/4"

VOLUMETRIC BOX 1 9'-11

20'-0" 5'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" A B C D E 6 3/32" 1'-0" A102 A501 2 Level 2 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" A B C D E F G H I J 3/32" 1'-0" A102 A501 1 Level 3 APARTMENT 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-0" 5'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 3 4 5 6 7 8 9 10 11 12 13 14 3/32" 1'-0" Level 2 3/32" 1'-0" A102 A501 4 Section 4 20'-0" 5'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 2 3 4 5 6 7 3/32" 1'-0" A102 A501 2 Level 2 3/32" 1'-0" A102 A501 3 Section 3 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-0" 5'-0" 20'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 3/32" 1'-0" A102 A501 1 Level 3 APARTMENT 3/32" 1'-0" A102 A501 2 Level 2 3/32" 1'-0" A102 A501 4 Section 4 20'-0" 5'-0" 20'-0" 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5 6 7 8 9 CONSULTANT: Project Name Owner Project Address 3/32" 1'-0" A102 A501 3 Section 3

Volumetric Box Structure Second Floor Desk View

Sketches of Unit Layout to Hallway Boxes Loaded on Trucks - Transport Living Room and Kitchen

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 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. 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, attended site visits, 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 facade was made of a pattern of precast concrete panels. These panels aimed to give the building a unique pattern while also meshing with the other buildings on the complex. As the structure of the building and the mechanical needs were determined, the facade had to shift to best hide those elements. Multiple design options were used in Revit to iterate the best solution. The outsourced rendering to the left shows the most recent panel design layout in context with the other buildings.

Precast Panel + Glazing Corner Plan Detail

A7204

Hand Sketch of Project Aerial View

Metal Panel + Precast Panel Corner Plan Detail

WL SW F O G L A S S 2'9" 12'0" 1' 1" 2' - 0" 1' - 0" 2'5" EQ 1'4 3/4" EQ 1'4 3/4" ALIGN 10'5 5/8" F.O GLASS 1' - 3 3/8" 1' 2 3/8" 1'9" ALIGN 3'6 1/2" 10" 4" WINDOW STOOL EDGE 1'10 1/2" PRE-FINISHED METAL COPING CURTAIN WALL BACKER ROD AND SEALANT ON EACH SIDE WITH BATT INSULATION BETWEEN RODS 3" MINERAL WOOL INSULATION AWB KAWNEER METAL PANEL JAMB WITH Z-CLIPS - SEE A7501 DT 25 5/8" GWB 10" STUDS WITH BATT INSULATION 6" STUDS W/ BATT INSULATION ALIGN KAWNEER METAL PANEL OUTSIDE CORNER W/ Z-CLIPSSEE A7501 DT 20 BACKER ROD AND SEALANT KAWNEER METAL PANEL JAMB WITH Z-CLIPS - SEE A7501 DT 25 BATT INSULATION 5 1/2" STUDS WITH BATT INSULATION 3 5/8" STUDS WITH BATT INSULATION 5/8" GWB - 2 LAYERS CAST-IN-PLACE CONCRETE KAWNEER STOREFRONT WN 9.6 27 27 8 23 2' 1" 6 3 8 4" 9" 1' 1" 2' 3" 7 5 8 3 4 6 GYPSUM BOARD RIGID INSULATION GLAZED ALUMINUM FRAMING SYSTEM [GS201] GLAZED ALUMINUM FRAMING SYSTEM [GS201] SILL EXTENSION 5 1/2" STUDS WITH BATT INSULATION SILL EXTENSION PRECAST CONCRETE PANEL [PC201] 3' 4" REVISION HKS PROJECT NUMBER DATE SHEET NO. ISSUE © 2019 HKS, INC. KEY PLAN TRUE NORTH AB DC SHEET TITLE ISSUED FOR REFERENCE ONLY NOT FOR CONSTRUCTION

22413.041 PLAN DETAILSEXTERIOR DESIGN DEVELOPMENT 07/29/2022 1 1/2" = 1'-0" 01 PLAN DETAIL -SOUTHEAST CORNER AT TYP. MID-RISE RESI 1 1/2" = 1'-0" 02 NORTHEAST CORNER AT TYP. MID-RISE RESI NO.DESCRIPTION DATE

Type “F” Partition Used Between Units

Metal Panel + Precast Panel Column Plan Detail

Vocab Learned from Construction Site

WN 8.4 3'1" EXTERIOR FINISH OF METAL PANEL 2' 7" 7'11" 7 1/4" 9" 1' - 2 3/4" 5/8" GWB 6" STUD WITH BATT INSULATION AWB METAL PANEL INSIDE CORNER WITH Z-CLIPSSEE A7501 DT. 21 3" MINERAL WOOL INSULATION BACKER ROD AND SEALANT KAWNEER METAL PANEL CAST-IN-PLACE CONCRETE METAL PANEL KAWNEER STOREFRONT GLAZING PANEL 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 CONCRETE COLUMN ALIGN F.O GLASS + EXTERIOR FINISH OF METAL PANEL F O G L A S S 23 1' - 4 1/4" EQ 1' 4 3/4" E Q 14 3 4 5" 1 5/8" 1' 8" 3 5/8" STUDS WITH BATT INSULATION 5/8" GWB - 2 LAYERS 3 5/8" DOUBLE STUDS WITH 1 5/8" AIR GAPSEE "I" SET FOR WALL PLACEMENT 5/8" GWB - 2 LAYERS 18

EDITOR'S NOTE: WHEN THIS PARTITION IS USED IN CONJUNCTION WITH A HOSPITALITY GUESTROOM, USE THE GUESTROOM HEAD DETAIL ON SHEET A3.02 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. 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. 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. EDITOR'S NOTE: 3 AND 4 HR FIRE BARRIERS ARE UNCOMMON. DELETE IF NOT INCLUDED IN YOUR PROJECT. 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: MUST PROVIDE INSULATION TO ACHIEVE HOUR FIRE RESISTANCE. 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 INCLUDE GYP BD FOR SOFT BODY/HARD BODY IMPACT AND ADD NEW PARTITION OR PLAN NOTE. N/A N/A N/A SEALANT MTL RUNNER 5/8" GYP BD N/A N/A N/A SEALANT MTL RUNNER 5/8" GYP BD LINE OF STRUCTURE N/A N/A N/A N/A REFER TO SCHEDULE BELOW FOR PARTITON WIDTH 3" MIN LINE OF CEILING LINE OF CEILING PARTITION WIDTH 3" MIN REFER TO SCHEDULE BELOW FOR NOTES PARTITION TYPE INCLUDED IN SCOPE OF WORK 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS. 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. 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 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 4. IF NO SYMBOL DESIGNATION IS PROVIDED, FOR A PARTITION ON THE FLOOR PLANS, THE WALL TYPE SHALL BE AN A3 WITH SOUND BATTS. 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. 6. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 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. 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. 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. NUMERIC CHARACTER STUD WIDTH CMU WIDTH 1 2 3 4 6 8 12 5/8" 1/2" 5/8" 4" 6" 3 5/8" 5 5/8" 7 5/8" 11 5/8" 13. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS. 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. 15. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 16. REFER TO THE METAL FABRICATIONS DETAILS FOR MF REFERENCES IN PARTITIONS SECTION. 17. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING NFORMATION. 18. GRAPHIC DESIGNATION 19. DO NOT APPLY BULLNOSE BLOCK AT CORNER GUARD LOCATIONS. 20. MASONRY REINFORCEMENT: REFERENCE STRUCTURAL DRAWINGS. 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.). 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. PRIORITY 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: NUMERIC CHARACTER CMU/BRICK HEIGHT 1 2 3 4 5 9' -4" 10' -8" 12' -8" 18' -8" 14' -0" SYMBOL DESIGNATIONS (NO SOUND ATTENUATION) SYMBOL DESIGNATION (WITH SOUND ATTENUATION) X# X# XXXX # XXXX # N/A REFER TO PARTITION HEAD DETAILS RUNNER SEALANT RUNNER GYP BD EACH 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) 1 HIGHEST 2 3 4 5 LOWEST PARTITION TYPE NOT INCLUDED IN SCOPE OF WORK SEALANT MTL RUNNER LINE OF STRUCTURE LINE OF CEILING LINE OF STRUCTURE WITH SOUND STC: NO SOUND 5/8"4 7/8" NONRATED N/A 44 (W3 1/2" SAB) 37 6" 5/8" 6" 5/8" 6" 5/8" 7 1/4" 4 7/8" 4 7/8" 7 1/4" 7 1/4" 4 7/8" NONRATED SMOKE RESIST SMOKE RESIST ONE HOUR ONE HOUR ONE HOUR/ SMOKE RESIST U465 44 (W/ 1/2" SAB) 37 6"7 1/4" ONE HOUR/ SMOKE RESIST U465 44 (W/ 1/2" SAB) 37 N/A N/A N/A U465 U465 48 (W/ 1/2" SAB) 40 44 (W/ 1/2" SAB) 37 40 5/8" 6 1/8" TWO HOUR U411 48 6" 5/8" 8 1/2" 6 1/8" TWO HOUR TWO HOUR/ SMOKE RESIST U411 48 1/2"5" TWO HOUR/ SMOKE RESIST U411 46 6"8 1/2" TWO HOUR/ SMOKE RESIST U411 50 U411 (W/ 1/2" SAB) 50 A3 A3 A6 A6 A3 A6 A6 A3 A6 A6 A3 A6 A6 B6 B6 B2 B2 B3 B6 B6 B3 TYPE "A" PARTITION WIDTH REFER TO SCHEDULE BELOW FOR A3 A3 B3 B3 1/2" 1/2" 1/2" 3 3/4" 3 3/4" 3 3/4" NONRATED SMOKE RESIST ONE HOUR 1/2"3 3/4" ONE HOUR/ SMOKE RESIST N/A N/A U419 45 (W/ 1/2" SAB) 34 45 (W/ 1/2" SAB) 34 A2 A2 A2 A2 A2 A2 U419 45 (W/ 1/2" SAB) 34 FLOOR PLAN DESIGNATION NO SOUND ATTENUATION FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING LABORATORY TEST REPORT & REMARKS 44 (W3 1/2" SAB) 37 48 (W/ 1/2" SAB) 40 45 (W/ 1/2" SAB) 34 48 (W/ 1/2" SAB) USG -150919 USG -150919 USG -150919 USG -150919 51 (W/ 1/2" SAB) 52 (W/ 1/2" SAB) 49 (W/ 1/2" SAB) 51 (W/ 1/2" SAB) 52 (W/ 1/2" SAB) USG -161222 USG -161222 REFER TO PARTITION HEAD DETAILS SEALANT STUD BOTTOM TRACK 5/8" GYP BD EACH SIDE TYPE "C" FIRE RATED SEALANT MTL SHAFTWALL RUNNER MTL SHAFTWALL RUNNER 5/8" GYP BD LINE OF STRUCTURE LINE OF CEILING LINE OF STRUCTURE 4"4 5/8" ONE HOUR U469 44 2 1/2" 6" 3 1/8" 6 5/8" ONE HOUR ONE HOUR U469 U469 43 49 (W 1/2" SAB) 43 1" GYPSUM LINER PANEL TYPE "D" SEALANT MTL SHAFTWALL RUNNER (2) LAYERS 5/8" GYP BD 4"5 1/4" TWO HOUR U438 51 (W/ 3 1/2" SAB) 48 2 1/2" 6" 3 3/4" 7 1/4" TWO HOUR TWO HOUR U438 U438 46 50 1" GYPSUM LINER PANEL 3 5/8" REF FLOOR PLAN NONRATED N/A 57 (W/ 3 1/2" SAB) 43 3 5/8" ONE HOUR U420 41 REF FLOOR PLAN C6 C6 C2 C2 C4 C4 D6 D6 D2 D2 D4 D4 E3 E3 E3 E3 WITH SOUND STC: NO SOUND WITH SOUND STC: NO SOUND WITH SOUND PARTITION WIDTH REFER TO SCHEDULE BELOW FOR PARTITION WIDTH REFER TO SCHEDULE BELOW FOR 48 (W 1/2" SAB) 46 (W 1/2" SAB) SEALANT MTL SHAFTWALL RUNNER LINE OF CEILING LINE OF STRUCTURE FLOOR PLAN DESIGNATION NO SOUND ATTENUATION FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING LABORATORY TEST REPORT & REMARKS FLOOR PLAN DESIGNATION NO SOUND ATTENUATION FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING LABORATORY TEST REPORT & REMARKS NO SOUND ATTENUATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING TEST REPORT & REMARKS 49 (W/ 2 1/2" SAB) 52 (W/ 3 1/2" SAB) USG -161222 49 (W/ 3 1/2" SAB) NO CROSS BRACING REQ'D. CROSS BRACING REQ'D. TYPE "F" 3 5/8" REF FLOOR PLAN TWO HOUR U420 52 (W/ 3 1/2" SAB) 50 SEALANT MTL RUNNER CROSS BRACING REQUIRED TYPE "G" SEALANT MTL RUNNER 3 5/8"5 1/2" NONRATED N/A 44 2 1/2" 6" 3 5/8" 3/8" 7/8" 1/2" NONRATED NONRATED ONE HOUR/ SMOKE RESIST U419 44 2 1/2"4 3/8" ONE HOUR/ SMOKE RESIST U419 6"7 7/8" ONE HOUR/ SMOKE RESIST U419 3 5/8"5 1/2" SMOKE RESIST 2 1/2" 6" 3/8" 7/8" SMOKE RESIST SMOKE RESIST 3 5/8"5 1/2" ONE HOUR U419 2 1/2" 6" 3/8" 7/8" ONE HOUR ONE HOUR U419 U419 N/A N/A N/A N/A N/A 43 45 44 44 TYPE "H" MTL RUNNER 5/8" GYP BD 3 5/8"4 1/4" NONRATED N/A 2 1/2" 6" 1/8" 5/8" NONRATED NONRATED N/A N/A N/A N/A N/A N/A N/A N/A 3 5/8"4 1/4" NONRATED N/A 6" 5/8" NONRATED N/A N/A N/A N/A N/A F3 F3 G3 G3 G2 G2 G6 G6 G3 G3 G2 G2 G6 G6 G3 G3 G2 G2 G6 G6 G6 G6 G2 G2 G3 G3 H3 H2 H6 J3 J6 WITH SOUND STC: NO SOUND WITH SOUND STC: NO SOUND FLOOR PLAN REFER TO PARTITION WIDTH REFER TO SCHEDULE BELOW FOR 3 PARTITION WIDTH REFER TO SCHEDULE BELOW FOR FLOOR PLAN DESIGNATION NO SOUND ATTENUATION FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING LABORATORY TEST REPORT & REMARKS CROSS BRACING REQ'D. FLOOR PLAN DESIGNATION NO SOUND ATTENUATION FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING LABORATORY TEST REPORT & REMARKS FLOOR PLAN DESIGNATION NO SOUND ATTENUATION FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION STUD SIZE PART WIDTH FIRE RATING UL LISTING LABORATORY TEST REPORT & REMARKS SOUND TRANS. CLASS 48 (W/ 3 1/2" SAB) 46 (W/ 2 1/2" SAB) 49 (W/ 3 1/2" SAB) 48 (W/ 3 1/2" SAB) 48 (W/ 3 1/2" SAB) 48 (W/ 3 1/2" SAB) 43 46 (W/ 2 1/2" SAB) 43 46 (W/ 2 1/2" SAB) 43 46 (W/ 2 1/2" SAB) 45 49 (W/ 3 1/2" SAB) 45 49 (W/ 3 1/2" SAB) 45 49 (W/ 3 1/2" SAB) LAYERS 5/8" GYP BD (ONE SIDE ONLY) SEALANT STUD BOTTOM TRACK REFER TO PARTITION HEAD DETAILS LINE OF STRUCTURE LINE OF CEILING LINE OF STRUCTURE LINE OF STRUCTURE LINE OF CEILING LINE OF STRUCTURE 2 LAYERS 5/8" GYP BD (EACH SIDE) SEALANT STUD BOTTOM TRACK REFER TO PARTITION HEAD DETAILS SEALANT STUD BOTTOM TRACK LINE OF STRUCTURE LINE OF CEILING REFER TO PARTITION HEAD DETAILS LINE OF STRUCTURE LABORATORY TEST REPORT & REMARKS LABORATORY TEST REPORT & REMARKS LABORATORY TEST REPORT & REMARKS TEST REPORT & REMARKS SOUND TRANS. CLASS SOUND TRANS. CLASS TRANS. CLASS SOUND TRANS. CLASS FIRE RATED SEALANT 1 M A X 1 1 M A X 1 N/A N/A A3 LINE OF STRUCTURE HKS PROJECT NUMBER STRUCTURAL ENGINEER 1250 EYE STREET NW, SUITE 600 WASHINGTON, DC 20005 MAHAN RYKIEL ASSOCIATES, INC. (DESIGN) 3300 CLIPPER MILL ROAD, SUITE 200 BALTIMORE, MD 21211 LANDSCAPE ARCHITECTS KIMLEY-HORN (LAOR) 11400 COMMERCE PARK DR, SUITE 400 RESTON, VA 20191 1000 POTOMAC STREET NW, SUITE 121 WASHINGTON, DC 20007 RESTON ROW DISTRICT (RESTON PROMENADE) 22413.041

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.

FlexibleClassroom

FlexibleOfficeSPace Lobby

Reception

SpaceExhibition

REGENTS DRIVE

BALTIMORE AVENUE

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

North Elevation - Increased Glazing for Daylight Optimization

Structural Diagram - Column Grid

UP UP UP UP

Exterior Rendering of Buildings and Connection to Chapel

Brick

Specific Heat

Capacity: 800

Morning Sun Emits Thermal Energy onto Building

Thicker Brick Walls on South Absorb Thermal Energy

Thermal Energy is Transferred Inside the Building

Topography Causes Stormwater to Collect at Site

Roof Slope Collects Rainwater to Center of Site

Stormwater Collects Along Axis to the Main Well

Left: Material Diagram Showing Red Brick at UMD

Right: Sketches

The Collected Water is Recycled and Reused

S S S S S S

S S Scale: 1” = 200’

S S S S S S

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

Plan Detail

Storefront

Wing Wall at CMU

Sill with Spandrel Glazing - Section Detail

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.

BASE PLATE BELOW

GROMMET SLEEVE EACH SIDE OF P. LAM. PARTITION - TYPICAL.

1 1/2" 1/2"

CARRELS

Above: Report Carrel Plan Detail

Left: Report Carrel Section

PLASTIC

PANELS

SLAB NOMINAL 1 1/2" PLASTIC EDGE,

SEE TYPICAL PLASTYIC LAMINATE EDGE

EDGE TRIM

ALIGN

PLASTIC LAMINATE COVERING

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

2-LAYERS NOMINAL 3/4" MDF SUBSRATE.

SOLID WOOD BLOCKING 4 1/2"

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

AS REQUIRED.

x 4" WIRE CABLE TRAY

GYP. BD., PTD

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

14 A960

1'-11" 1/8" COUNTERTOP 2 1/2" SEALANT 6" = 1'-0" 8

PLAN VIEW

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

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

FLOORING AS SCHEDULED

T.O. STRUCTURAL SLAB

SURFACE MOUNTED WIRE RACEWAY SYSTEM

Above: Report Carrel Plan Detail

Below: Facade Sketch Iterations

DETAIL

6" = 1'-0"

2 1/2" 2019-08-16 10:44:14 AM 3" = 1'-0"

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

COUNTERTOP AS INDICATED SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH. DIM. PT. CABINET BASE CABINET PLASTIC LAMINATE DOOR SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH. PLASTIC LAMINATE DOOR BASE CABINET FINISH FLOOR RECESSED TOE SPACE AND BASE COUNTERTOP AS INDICATED SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH. SOLID HARDWOOD DRAWERS WITH DOVETAIL CORNERS, TYPICAL. PLASTIC LAMINATE DRAWER DIM. PT. CABINET PLASTIC LAMINATE DOOR OR DRAWER AS INDICATED. BASE CABINET BASE CABINET DOOR FRONT BASE CABINET DRAWER FRONT T Y P 1/4" 1/2" TYPICAL NATURAL FINISH HARDWOOD VENEER SHELF NATURAL FINISH SOLID HARDWOOD EDGE NATURAL FINISH WOOD VENEER EA. SIDE OF SHELF -TYPICAL 1/2" TYPICAL PLASTIC LAMINATE SHELF SOLID PLASTIC EDGE -TYPICAL PLASTIC LAMINATE EA. SIDE OF SHELF -TYPICAL 1" NOM. 1" NOM. SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH. PLASTIC LAMINATE DOOR ICE MACHINE SLIDE SHELF PLASTIC LAMINATE SLIDE SHELF PLASTIC LAMINATE COUNTER TOP 1/4" 2" 1/4" COUNTERTOP AS INDICATED SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER. DIM. PT. CABINET BASE CABINET NATURAL FINISH HARDWOOD VENEER BASE CABINET FINISH FLOOR RECESSED TOE SPACE AND BASE COUNTERTOP AS INDICATED SOLID HARDWOOD DRAWERS WITH DOVETAIL CORNERS, TYPICAL. DIM. PT. CABINET BASE CABINET BASE CABINET DOOR FRONT BASE CABINET DRAWER FRONT NATURAL FINISH HARDWOOD VENEER SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER. NATURAL FINISH WOOD VENEER DOOR NATURAL FINISH HARDWOOD VENEER SOLID HARDWOOD EDGE - TYP. 1/8" 1/8" 1/8" 1/8" DIM. PT. CABINET NATURAL FINISH UPPER CABINET TYPICAL UPPER CABINET DOOR FRONT DIM. PT. CABINET UPPER CABINET DOOR FRONT AT APPLIANCE LOCATIONS UNDERCOUNTER LIGHTING WHERE INDICATED NATURAL FINISH HARDWOOD VENEER NATURAL FINISH HARDWOOD VENEER NATURAL FINISH UPPER CABINET SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER. SOLID HARDWOOD EDGE TYP., SPECIES TO MATCH VENEER. NATURAL FINISH UPPER CABINET NATURAL FINISH HARDWOOD VENEER 2 1/2" 1 3/4" SOLID HARDWOOD SPACER @ CEILING/BULKHEAD SPECIES TO MATCH VENEER WHERE OCCURS. BULKHEAD/CEILIING WHERE OCCURS 3/4" 1/8" 1/8" 1/8" A960-1010A FO PARTN 3/4" 3/4" 3/4" 3/4" 1/8" MAX 1/8" MAX 1/2" UON 1/8" BASE CAB FRAME CAB DOOR DRAWER FRONTS AS SCHED FINISH REVEAL TO MATCH CABINETS NOTE: PROVIDE P-LAM FINISH ON ALL EXPOSED AND SEMI-EXPOSED SURFACES. PROVIDE STYLMARK EDGE BANDING, TYPICAL STYLMARK EDGE BANDING# 110093, TYPICAL STYLMARK EDGE BANDING# 110093, TYPICAL PLASTIC LAMINATE MILLWORK PANELS WITH CONCEALCLIP ATTACHMENT SHIM AS REQUIRED 1/8" PROVIDE BLOCKING AS REQUIRED. COORDINATE WITH COLD-FORMED METAL FRAMING INSTALLER. PARTITION AS SCHEDULED 1/8" PROVIDE ADDITIONAL LAYER OF GYP. BD. TO 6" ABOVE FINISH CEILING. PROVIDE ACCESSORY EDGE TRIM AND FINISH SMOOTH. PLASTIC LAMINATE MILLWORK PANELS WITH CONCEALCLIP ATTACHMENT SHIM AS REQUIRED 1/8" PROVIDE BLOCKING AS REQUIRED. COORDINATE WITH COLD-FORMED METAL FRAMING INSTALLER. PARTITION AS SCHEDULED 1/8" 1/8" ALUMINUM PAINT COLOR TO MATCH PLASTIC LAMINATE COUNTERTOP & SPLASH AS INDICATED F.O. PARTITION MILLWORK CONTINUOUS 2" 4" WIRE CABLE TRAY FIELD LOCATE AND CUT IN GROMMENTS AS DIRECTED BY THE ARCHITECT. ASSUME TWO PER KNEE SPACE MIN. AND/OR 3'-0" O.C. SPACING SOLID WOOD BLOCKING 4 1/2" 2" 1/2" SURFACE MOUNTED WIRE RACEWAY SYSTEM BLOCKING AS REQUIRED. COORDINATE CUT-OUT OF INTERMEDIATE SUPPORTS AS REQUIRED FOR RACEWAY CABLE TRAY WHERE OCCURS. PLASTIC LAMINATE COUNTER TOP SUPPORT. PROVIDE AT MIN. 4'-0" O.C. U.O.N. 1/8" DIM. PT. COUNTER TOP BASE AS SCHEDULE COUNTERTOP AS INDICATED SLOPE D SURFACE DIMENSION VARIES T.O. STRUCTURAL SLAB PLASTIC LAMINATE COUNTER TOP SUPPORT. BEYOND LAMINATE EDGE, SEE TYPICAL PLASTIC LAMINATE COUNTER EDGE DETAIL FOR ADDITIONAL INFORMATION MIN. 1 1/4" NOMINAL 1/2" T.O. STRUCTURAL SLAB FLOORING AS SCHEDULED SIMULATED STONE MILLWORK COUNTERTOP SUPPORT, COLOR AND FINISH TO MATCH COUNTERTOP ABOVE. SECTION VIEW PLAN VIEW STAINLESS STEEL MECHANICAL ATTACHMENTS BELOW COUNTERTOP @ MIN. 12" O.C., 4" FROM ENDS AND QUANTITY PER SUPPORT. -LAYERS NOMINAL 3/4" MDF SUBSRATE. BASE PLATE BELOW SIMULATED STONE MILLWORK COUNTERTOP SUPPORT, COLOR AND FINISH TO MATCH COUNTERTOP ABOVE. NOMINAL 2 1/2" SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH. PLASTIC LAMINATE MILLWORK PANELS WITH CONCEALCLIP ATTACHMENT SHIM AS REQUIRED 1/8" 1/8" SCHEDULED PARTITION PLASTIC LAMINATE ON -LAYER OF 1/2" MDF SUBSTRATE 1 1/2" PLASTIC LAMINATE PANEL, -LAYERS OF 3/4" MDF SUBSTRATE GYP. BD., PTD EDGE TRIM 14 A960 ALIGN T.O. STRUCTURAL SLAB FLOORING AS SCHEDULED SECTION VIEW PLAN VIEW STAINLESS STEEL MECHANICAL ATTACHMENTS BELOW COUNTERTOP @ MIN. 12" O.C., 4" FROM ENDS AND QUANTITY PER SUPPORT. -LAYERS NOMINAL 3/4" MDF SUBSRATE. BASE PLATE BELOW PLASTIC LAMINATE COUNTER TOP SUPPORT. PROVIDE AT MIN. -0" O.C. U.O.N. 1/8" NOMINAL 1 1/2" PLASTIC EDGE, SEE TYPICAL PLASTYIC LAMINATE EDGE DETAIL FOR ADDITIONAL INFORMATON DIM. PT. COUNTER TOP T.O. STRUCTURAL SLAB 2'-6" COUNTER TOP AS SCHEDULED, SEE TYPICAL DETAILS. COORDINATE CUT-OUT WHERE WIRE MANAGEMENT/SURFACE MOUNTED RACEWAY OCCURS. 13 A960 GROMMET SLEEVE EACH SIDE OF P. LAM. SUPPORT - TYPICAL. OMIT GROMMET WHERE WIRE MANAGEMENT OCCURS. 8" 1/2" CONTINUOUS WALL BLOCKING - TYP. CONDITION @ 30" COUNTER HEIGHT COUNTERTOP SUPPORT WOODEN DESK PARTITION WITH SOLID PLASTIC P. LAM. FINISH AND HIDDEN WALL ATTACHMENTS 2'-0" 1'-1" 1 1/2" 1'-6" 3/4" STAINLESS STEEL MECHANICAL ATTACHMENTS ON PARTITION @ MIN. 12" O.C. AND QUANTITY PER PARTITION. COVERED BY SEALANT 3" 3" 3/4" 3/4" 1/2" 1'-4" 3/4" 1/4" 8" 12 A960 HIDDEN "L" SHAPED STAINLESS STEEL MECHANICAL WALL ATTACHMENT ON PARTITION @ MIN 12" O.C. AND QUANTITY 2 PER PARTITION SOLID WOOD PARTITION MATERIAL 1 1/2" 1/2" SOLID PLASTIC/RADIUSED EDGE, COLORS AS SELECTED BY THE ARCHITECT TO COORDINATE WITH P.LAM. FINISH. PLASTIC LAMINATE COVERING GROMMET SLEEVE EACH SIDE OF P. LAM. PARTITION - TYPICAL. OMIT GROMMET WHERE WIRE MANAGEMENT OCCURS. 1'-11" 1/8" COUNTERTOP 1/2" SEALANT Sheet Sheet In Project All Prepared Christopher 9301 Manassas, Civil Project Professional Key Original ReStl 1367 Washington, Structural James 3112 Baltimore, Mechanical, Latta 500 Plano, Electronic Polysonics 405 Warrenton, Audio ECS 9409 Manassas, Geotechnical Construction 770 North Falls Cost ARUP 1120 Washington, Code Winbourne 1621 Rosslyn, Informational 2019-08-16 10:44:14 AM TYPICAL DETAILS MANASSAS SAFETY 9608 Manassas, City 9027 20110 Canal Washington, Hellmuth, 6" 1'-0" 1 MILLWORK TYP PLASTIC LAMINATE BASE CABINET DETAILS 6" = 1'-0" 2 MILLWORK TYPICAL SHELF DETAILS 6" = 1'-0" 3 MILLWORK ICE MACHINE SLIDE SHELF 6" = 1'-0" 6 MILLWORK TYP NATURAL FINISH WOOD VENEER BASE CABINET DETAILS 6" 1'-0" 7 MILLWORK TYPICAL NATURAL FINISH WOOD VENEER UPPER CABINET DETAILS 6" 1'-0" 8 TYPICAL BASE CABINET JOINT DETAIL 6" = 1'-0" 4 MILLWORK TYPICAL REVEAL @ P. LAM. PANEL 6" = 1'-0" 5 MILLWORK TYPICAL REVEAL @ P. LAM. PANEL 6" 1'-0" 9 MILLWORK TYPICAL WIRE MANAGEMENT DETAIL 6" = 1'-0" 10 MILLWORK TYP P. LAM COUNTER SUPPORT DTL 3" = 1'-0" 13 SOLID SURFACE COUNTER SUPPORT 6" = 1'-0" 11 PLAM CORNER -END PLAN DTL 6" = 1'-0" 14 PLAM COUNTER SUPPORT DETAIL 3" 1'-0" 15 MILLWORK TYP P. LAM REPORT CARRELS SECTION 3" = 1'-0" 12 REPORT CARRELS PLAN FO PARTN 3/4" 3/4" 3/4" 3/4" 1/8" MAX 1/8" MAX 1/2" , UON 1/8" FINISH

REVEAL TO MATCH CABINETS

CONTINUOUS 2"

1/2"

BLOCKING

DIM. PT. COUNTER TOP COUNTERTOP AS INDICATED

LAMINATE MILLWORK

WITH CONCEAL ZCLIP ATTACHMENT SHIM AS REQUIRED 1/8" 1/8"

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

SCHEDULED

1 1/2"

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

DETAIL FOR ADDITIONAL INFORMATON T.O. STRUCTURAL SLAB 2'-6" CONDITION @ 30" COUNTER HEIGHT

SUPPORT

T.O. STRUCTURAL

COUNTERTOP

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

SOLID WOOD PARTITION MATERIAL

OMIT GROMMET WHERE WIRE MANAGEMENT OCCURS.

TYPICAL BASE CABINET JOINT DETAIL

6" = 1'-0" 11

SUPPORT DETAIL

3" = 1'-0"

MILLWORK TYPICAL WIRE MANAGEMENT

PLAM CORNER -END PLAN DTL

REPORT CARRELS PLAN

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

SOLID SURFACE COUNTER SUPPORT

Life Safety Plans - Fire Administration

Reception

Above: Reception Desk Detail Right: Interior Elevations West + East Far Right: Section Details

(2) (1) (2) (2) SYMBOLS SYMBOL DESCRIPTIONPROTECTIONSMOKE BARRIER - HOUR FIREOCCUPANTS AUTOMATED EXTERNAL DEFIBRILLATOR OCCUPANT LOAD TABLE FEC CONTROLLED EGRESS (SECURE) EXIT FREE EGRESS (NON-SECURE) 14 EXIT DOOR CAPACITY STAIR 4.2 220 195 NUMBER OF EXITED OCCUPANTS EXITING QUALIFYING EXIT EXIT DISCHARGE TERMINATION SMOKE TIGHT PARTITIONMINUTE OPENING PROTECTION (SECTION 104413.53) SFEC G F E C B A F.9 F.6 D.6 D E.6 H F.7 E.4 1 2 3 E C B A 5 6 8 D 1.2 3.9 4.7 4.5 4.3 4.1 G F F.7 7 ROLL CALL STORAGE AV EQUIP RECORDS ROOM PUBLIC INTERVIEW ELEVATOR MACHINE RM FINGERPRINT ROOM PUBLIC VESTIBULE STAIR PATROL CAPTAIN LIEUTENANT SPECIAL LIEUTENANT PLANNING BREAKOUT LIEUTENANT NIGHTS LIEUTENANT DAYS LIEUTENANT DAYS WOMENS RESTROOM PRIVATE INTERVIEW SUPPLY CLOSET BREAKOUT SQUAD RM. NIGHTS SQ. RM. EVENINGS SQUAD RM. DAYS BUILDING STORAGE STORAGE RECEIVING ELEVATOR MACHINE MECH WORKROOM MECHANICAL STAIR ARMORY ARMORY OFFICE EXCHANGE TECH SERVICES STORAGE FEMALE TOILET MALE TOILET MECHANICAL RECEIVING MECH IT STORAGE HEAD-END FIRE PUMP MECH BUILDING STORAGE ELEVATOR MACHINE ROOM MECH 77 SF MECH WORKROOM 300 152 ELECTRICAL 300 MECH JC STORAGE TECH SERVICES STORAGE STORAGE ROLL CALL STORAGE ELEVATOR MACHINE ROOM MECH CIRCULATION VESTIBULE ELECTRICAL DATA ELEVATOR FIRE STORAGE K9 STORAGE HONOR GAURD SPECIAL EQUIPMENT STORAGE 724 SF CIVIL DISTURBANCE 300 STORAGE BIKE WORKSHOP/STORAGE 300 1931 SF FIRE STORAGE 300 IT DATA 300 MECH ELECTRICAL 300 STORAGE JC K9 STORAGE STORAGE 277 SF HONOR GUARD 300 STORAGE SPECIAL EQUIPMENT 300 942 SF ROLL CALL 15 CONFERENCE 24'-7 3/8" < 50' 38 220 220-PATROL OFFICER WORK STATIONS MAIN BUILDING: GROSS AREA: STORAGE/MECH GROSS 300 S. F. = 10 2,987 S.F. BUSINESS GROSS 100 S. F. = 143 14,238 S.F. MB TOTAL = 153 17,225 S.F. AUXILIARY BUILDING: STORAGE/MECH GROSS 300 S. F. = 20 6050 S.F. BUSINESS GROSS 100 S. F. = 0 S.F. AB TOTAL = 20 6050 S.F. MB & AB TOTAL OCCUPANT LOAD 173 23,275 S.F. RECORDS ROOM CONFERENCENOT FOR CONSTRUCTION Description reproduction intellectual property rights res Christopher Consultants 9301 Innovation Drive, Suite 150 Manassas, VA 20110 Civil Engineering Key Plan ReStl Designers, Inc. 1367 Connecticut Avenue, NW Structural Engineering James Posey Associates Baltimore, MD 21244 Mechanical, Plumbing, Electrical Engineering Latta Technical Services 500 N. Central Expwy, Suite 310 Plano, TX 75074 Electronic Security Polysonics 405 Belle Air Lane Audio Visual Acoustics ECS Mid-Atlantic, LLC Manassas, VA 20110 Construction Consultants, Inc. (CCI) 770 Leesburg Pike Cost Estimating ARUP 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 Code Consulting Services Winbourne Consulting, LLC Rosslyn, VA 22209 Informational Technology Consulting BUILDING Design Development Submission July 23, 2019 LIFE SAFETY PLAN LEVEL 1 LS003 18.14004.00 9027 Center Street, Manassas, VA 20110 Canal House, 3223 Grace Street, NW Washington, DC 20007 USA +1 202 339 8700 +1 202 339 8800 Hellmuth, Obata & Kassabaum, P.C. 1 LEVEL 1 SB VW FB FB FB FB (2) (2) (2) SC SC SYMBOLSPROTECTION-Name OCCUPANTS OCC FACTOR AUTOMATED EXTERNAL DEFIBRILLATOR OCCUPANT LOAD TABLE FEC EXIT FREE EGRESS (NON-SECURE) EXIT DOOR CAPACITY EGRESS DOOR SYMBOL STAIR 4.2 NUMBER OF EXITED OCCUPANTS EXITING QUALIFYING EXIT OR EXIT DISCHARGE TERMINATION SMOKE TIGHT PARTITION (IBC 408.8.1) HOUR FIRE-RATED ASSEMBLY WITH MINUTE OPENING PROTECTION (SECTION 104413.53) SFEC 1 2 3 4 G F E C B A F.9 F.6 D.6 D E.6 H 1.2 F.7 3.9 E.4 4.7 4.5 4.3 4.1 1 2 3 4 E C B A 5 6 F.9 F.6 D.6 D E.6 1.2 3.9 E.4 4.7 4.5 4.3 4.1 G H F.7 BUNK STORAGE TRAINING ROOM MENS RESTROOM UPS ROOM FIRE SUPPRESSION VESTIBULE FRONT WORKSTATIONS ISD MULTIPURPOSE WAITING CAD MUG SHOT CLOSET LOBBY ELEVATOR UNI-SEX TOILET BREAKOUT OBSERVATION ROOM INTERVIEW STAIR ELEVATOR 204 SF IT DATA 300 MECH 153 ELECTRICAL 300 MECH 33 SF JC 300 947 SF TRAINING ROOM TRAINING 728 SF 49 TRAINING ROOM 15 287 SF EQUIPMENT/STORAGE CLOSET 300 240 BUNK STORAGE 300 STORAGE FUTURE GROWTH DISPATCH EQUIPMENT FIRE SUPRESSION MECH UPS ROOM STORAGE 252 SF RECORDS STORAGE 300 431 SF ISD MULTIPURPOSE ROOM STORAGE 87 SF COMPUTER CRIMES CLOSET STORAGE 2204355 290 ISD WORKROOM 15 COMMUNICATIONSMAIN BUILDING: GROSS AREA: STORAGE/MECH GROSS 300 S. F. = 0 = S.F. BUSINESS GROSS 100 S. F. = 172 = 17,169 S.F. TOTAL OCCUPANT LOAD = 172 = 17,169 S.F. NOT FOR CONSTRUCTION Description Christopher Consultants 9301 Innovation Drive, Suite 150 Manassas, VA 20110 Civil Engineering Original 48 36. Do not scale contents this drawing. ReStl Designers, Inc. 1367 Connecticut Avenue, NW Washington, DC 20036 Structural Engineering James Posey Associates Baltimore, MD 21244 Latta Technical Services 500 N. Central Expwy, Suite 310 Plano, TX 75074 Electronic Security Polysonics 405 Belle Air Lane Audio Visual Acoustics ECS Mid-Atlantic, LLC 9409 Innovation Drive Manassas, VA 20110 Construction Consultants, Inc. (CCI) 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043 Cost Estimating ARUP 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 Code Consulting Services Winbourne Consulting, LLC Rosslyn, VA 22209 Design Development Submission July 23, 2019 LIFE SAFETY PLANLEVEL 3 LS005 9027 Center Street, Manassas, VA 20110 Canal House, 3223 Grace Street, NW Washington, DC 20007 USA +1 202 339 8700 +1 202 339 8800 Hellmuth, Obata Kassabaum, P.C. 1/8" 1'-0" 1 LEVEL 3 EXIT LEVEL 2 18' -0" BRUSHED ALUMINUM P-LAM NATURAL FINISH SOLID HARDWOOD VENEER NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER SOLID QUARTZ COUNTERTOP STONE COUNTERTOP MEDIUM DENSITY FIBER BOARD RUBBER TRIM AS SCHED. WOOD BLOCKING WOOD BLOCKING WOOD FRAMING 1'-0" 7" 2" 10 H A N D C A P M A X H E G H T R A N G E 4 36 1 1 4 4 1/8" 1/4" 1/8" 3/4" 3" 3/4" 4 3 1/4" 1/8" 9 A962 1 8 BRUSHED ALUMINUM BONDED ALUMINUM WATERFALL PATTERN MEDIUM DENSITY FIBER BOARD WOOD BLOCKING P-LAM BACKING 3 1/2" A962 5 A962 3 4 1 2 RECEPTION 240 HANDICAP CLEARANCE MIN 5' 5'-0" 7 A962 8 A962 9 A962 6'-9 3/4" HANDICAP FORWARD REACH MAX 20-25" 1'-10" 1'-11" 11" 1'-0" 3'-1" 5'-0" 3" = 1'-0" 8 SECTION -EOC RECEPTION DESK -NORTH 12" = 1'-0" 9 EOC RECEPTION DESK PLAN 1" = 1'-0" 10 FLOOR PLAN -EOC RECEPTION -LEVEL 2 3 LEVEL 2 18' -0" 3/4" 1/4" 1 1/4" 1'-0" 3'-1" 0" BONDED ALUMINUM WATERFALL PATTERN FORMS + SURFACES 1/4" MAX. WIDTH 1/16" INCREMENT RANGE MEDIUM DENSITY FIBER BOARD RUBBER TRIM AS SCHED. WOOD BLOCKING SOLID QUARTZ COUNTERTOP WOOD FRAMING STONE COUNTERTOP NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER 9 A962 P-LAM WOOD BLOCKING MEDIUM DENSITY FIBER BOARD P-LAM 1/4" 3/4" 1 5/8" 3/4" 3" 3/4" 1/8" 1/4" 3/4" 1 5/8" 3/4" H A N D C A P M A X H E G H T R A N G E 4 36 8" 3/4" 2" 7" SPACING LEVEL 2 18' -0" BRUSHED ALUMINUM P-LAM NATURAL FINISH SOLID HARDWOOD VENEER NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER SOLID QUARTZ COUNTERTOP STONE COUNTERTOP MEDIUM DENSITY FIBER BOARD RUBBER TRIM AS SCHED. WOOD BLOCKING WOOD BLOCKING WOOD FRAMING 1'-0" 7" 2" 10 H A N D C A P M A X H E G H T R A N G E 4 36 1 1 4 4 1/8" 1/4" 1/8" 3/4" 3" 3/4" 4 3 1/4" 1/8" 9 A962 1 8 BRUSHED ALUMINUM BONDED ALUMINUM WATERFALL PATTERN MEDIUM DENSITY FIBER BOARD WOOD BLOCKING P-LAM BACKING 3 1/2" In Association with Project All reproduction & intellectual property rights reserved © 2018 Prepared For Christopher Consultants 9301 Innovation Drive, Suite 150 Manassas, VA 20110 Civil Engineering ReStl Designers, Inc. 1367 Connecticut Avenue, NW Washington, DC 20036 Structural Engineering James Posey Associates 3112 Lord Baltimore Drive Baltimore, MD 21244 Mechanical, Plumbing, Electrical Engineering Latta Technical Services 500 N. Central Expwy, Suite 310 Plano, TX 75074 Electronic Security Polysonics 405 Belle Air Lane Warrenton, VA 20186 Audio Visual Acoustics ECS Mid-Atlantic, LLC 9409 Innovation Drive Manassas, VA 20110 Geotechnical Construction Consultants, Inc. (CCI) 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043 Cost Estimating ARUP 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 Code Consulting Services Winbourne Consulting, LLC 1621 N Kent Street, Suite 704 Rosslyn, VA 22209 Informational Technology Consulting MANASSAS PUBLIC SAFETY FACILITY 9608 Grant Avenue Manassas, VA 20110 City of Manassas, Virginia 9027 Center Street, Manassas, VA 20110 Canal House, 3223 Grace Street, NW Washington, DC 20007 USA +1 202 339 8700 +1 202 339 8800 Hellmuth, Obata & Kassabaum, P.C. 3" = 1'-0" 7 SECTION -EOC RECEPTION DESK -SOUTH 3" = 1'-0" 8 SECTION -EOC RECEPTION DESK -NORTH 12" = 1'-0" EOC RECEPTION DESK PLAN C 2 5/8" 3/4" 4'-7" 2'-6" NATURAL FINISH HARDWOOD VENEER ON P-LAM BASE CABINETS BONDED ALUMINUM WATERFALL PATTERN SOLID QUARTZ COUNTERTOP CLEARANCE UNDERNEATH TABLE FOR HANDICAP ACCESSIBILITY 3'-6" A962 7 B21 H A N D I C A P M I N K N E E H E G H T 2 7 26 9 A962 6 AXON -EOC RECEPTION DESK LEVEL 2 18' -0" 3 1" 1'-3" 5'-5 7/8" 2'-6" 1'-0" 8'-0" P-LAM BASE CABINETS SOLID QUARTZ COUNTERTOP BRUSHED ALUMINUM B46 STONE COUNTERTOP 7 A962 8 A962 RUBBER TRIM AS SCHED LEVEL 2 18' -0" A962 8 2'-6" 1" 4'-6" 3/4" 3'-6" 1'-0" 3'-6 5/8" 4'-1 5/8" BRUSHED ALUMINUM SOLID QUARTZ COUNTERTOP P. LAM BASE CABINETS WITH NATURAL FINISH HARDWOOD VENEER AWAY FROM RECEPTIONIST NATURAL FINISH SOLID HARDWOOD VENEER B46 9 A962 LEVEL 2 18' -0" C 2'-6" NATURAL FINISH HARDWOOD VENEER ON P-LAM BASE CABINETS SOLID QUARTZ COUNTERTOP B21 H A N D C A P M N K N E E H E G H T 2 7 LEVEL 2 18' -0" 3 1" 3'-0" 1" B21 NATURAL FINISH HARDWOOD VENEER ON P-LAM BASE CABINETS SOLID QUARTZ COUNTERTOP 26 4'-2" 4 3/4" 3'-0" 1'-6" 4 3/8" 3'-10 1/4" B21 B11 LEVEL 2 18' -0" 3 36 NATURAL FINISH HARDWOOD VENEER PANEL BONDED ALUMINUM WATERFALL PATTERN 6'-8 7/8" 1" SOLID QUARTZ COUNTERTOP 26 10 7 A962 8 A962 NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER LEVEL 2 18' -0" 1 1/4" 3'-1" 0" RUBBER TRIM AS SCHED. SOLID QUARTZ COUNTERTOP NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER WOOD BLOCKING MEDIUM DENSITY FIBER BOARD P-LAM 1/4" 3/4" 5/8" 3/4" 3" 3/4" 1/8" 1/4" H A N D C A P M A X H E G H T R A N G E 4 36 8" 3/4" LEVEL 2 18' -0" BRUSHED ALUMINUM P-LAM NATURAL FINISH SOLID HARDWOOD VENEER NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER SOLID QUARTZ COUNTERTOP MEDIUM DENSITY FIBER BOARD RUBBER TRIM AS SCHED. WOOD BLOCKING WOOD BLOCKING WOOD FRAMING H A N D C A P M A X H E G H T R A N G E 4 36 1 1 4 1/4" 1/8" 3/4" 3" 3/4" 4 3 1/4" 1/8" 1 8 BRUSHED ALUMINUM BONDED ALUMINUM WATERFALL PATTERN MEDIUM DENSITY FIBER BOARD WOOD BLOCKING P-LAM BACKING 1/2" NOT FOR CONSTRUCTION Sheet Title No. Description Date In Association with All reproduction & intellectual property rights reserved © 2018 Christopher Consultants 9301 Innovation Drive, Suite 150 Manassas, VA 20110 Civil Engineering Project No: Professional Seals Key Plan Original is 48 36. Do not scale contents of this drawing. ReStl Designers, Inc. 1367 Connecticut Avenue, NW Washington, DC 20036 Structural Engineering James Posey Associates 3112 Lord Baltimore Drive Baltimore, MD 21244 Mechanical, Plumbing, Electrical Engineering Latta Technical Services 500 N. Central Expwy, Suite 310 Plano, TX 75074 Electronic Security Polysonics 405 Belle Air Lane Warrenton, VA 20186 Audio Visual Acoustics ECS Mid-Atlantic, LLC 9409 Innovation Drive Manassas, VA 20110 Geotechnical Construction Consultants, Inc. (CCI) 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043 Cost Estimating ARUP 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 Code Consulting Services Winbourne Consulting, LLC 1621 N Kent Street, Suite 704 Rosslyn, VA 22209 Informational Technology Consulting MAIN BUILDING AUX BUILDING Design Development Submission July 23, 2019 EOC RECEPTION DESK DETAILS 18.14004.00 Canal House, 3223 Grace Street, NW Washington, DC 20007 USA +1 202 339 8700 f +1 202 339 8800 Hellmuth, Obata & Kassabaum, P.C. 1/2" = 1'-0" 1 ELEVATION -EOC RECEPTION -EAST 1/2" = 1'-0" 2 ELEVATION -EOC RECEPTION -NORTH 1/2" = 1'-0" 4 ELEVATION -EOC RECEPTION -WEST 1/2" = 1'-0" 5 ELEVATION -EOC RECEPTION HALL -WEST 3" = 1'-0" 7 SECTION -EOC RECEPTION DESK -SOUTH 3" = 1'-0" 8 SECTION -EOC RECEPTION DESK -NORTH 12" = 1'-0" 9 EOC RECEPTION DESK PLAN LEVEL 2 18' -0" 3 1" 1'-3" 5'-5 7/8" 2'-6" 1'-0" 8'-0" P-LAM BASE CABINETS SOLID QUARTZ COUNTERTOP BRUSHED ALUMINUM B46 STONE COUNTERTOP 7 A962 8 A962 RUBBER TRIM AS SCHED LEVEL 2 18' -0" A962 8 3'-6 5/8" BRUSHED ALUMINUM NATURAL FINISH SOLID HARDWOOD VENEER LEVEL 2 18' -0" 3 1" 3'-0" 1" B21 NATURAL FINISH HARDWOOD VENEER ON P-LAM BASE CABINETS SOLID QUARTZ COUNTERTOP 26 4'-2" 4 3/4" 3'-0" 1'-6" 4 3/8" 3'-10 1/4" B21 B11 LEVEL 2 18' -0" 36 NATURAL FINISH HARDWOOD VENEER PANEL BONDED ALUMINUM WATERFALL PATTERN 6'-8 7/8" 1" 10 7 A962 8 A962 NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER LEVEL 2 18' -0" 3'-1" 0" RUBBER TRIM AS SCHED. NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER WOOD BLOCKING MEDIUM DENSITY FIBER BOARD P-LAM 1/4" 3/4" 5/8" 3/4" 3" 3/4" 1/8" 1/4" H A N D C A P M A X H E G H T R A N G E 4 36 8" 3/4" LEVEL 2 18' -0" BRUSHED ALUMINUM P-LAM NATURAL FINISH SOLID HARDWOOD VENEER NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER DENSITY BOARD RUBBER TRIM SCHED. BLOCKING BLOCKING FRAMING H A N D C A P M A X H E G H T R A N G E 4 36 1/4" 1/8" 3/4" 3" 3/4" 4 3 1/4" 1/8" NOT FOR CONSTRUCTION Sheet Number Sheet Title No. Description Date In Association with All reproduction & intellectual property rights reserved © 2018 Christopher Consultants 9301 Innovation Drive, Suite 150 Manassas, VA 20110 Civil Engineering Project No: Professional Seals Key Plan Original is 48 36. Do not scale contents of this drawing. ReStl Designers, Inc. 1367 Connecticut Avenue, NW Washington, DC 20036 Structural Engineering James Posey Associates 3112 Lord Baltimore Drive Baltimore, MD 21244 Mechanical, Plumbing, Electrical Engineering Latta Technical Services 500 N. Central Expwy, Suite 310 Plano, TX 75074 Electronic Security Polysonics 405 Belle Air Lane Warrenton, VA 20186 Audio Visual Acoustics ECS Mid-Atlantic, LLC 9409 Innovation Drive Manassas, VA 20110 Geotechnical Construction Consultants, Inc. (CCI) 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043 Cost Estimating ARUP 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 Code Consulting Services Winbourne Consulting, LLC 1621 N Kent Street, Suite 704 Rosslyn, VA 22209 Informational Technology Consulting MAIN BUILDING AUX BUILDING Design Development Submission July 23, 2019 EOC RECEPTION DESK DETAILS A962 18.14004.00 Canal House, 3223 Grace Street, NW Washington, DC 20007 USA +1 202 339 8700 f +1 202 339 8800 Hellmuth, Obata & Kassabaum, P.C. 1/2" = 1'-0" 1 ELEVATION -EOC RECEPTION -EAST -NORTH 1/2" = 1'-0" 4 ELEVATION -EOC RECEPTION -WEST -WEST 3" = 1'-0" 7 SECTION -EOC RECEPTION DESK -SOUTH -EOC RECEPTION DESK -NORTH

Desk Axonometric

3 1'-0" 8'-0" SOLID QUARTZ COUNTERTOP BRUSHED ALUMINUM STONE COUNTERTOP 7 A962 8 A962 1'-0" BRUSHED ALUMINUM SOLID QUARTZ COUNTERTOP A962 C SOLID QUARTZ COUNTERTOP 7 LEVEL 18' -0" 3 3'-0" 1" B21 NATURAL FINISH HARDWOOD VENEER ON P-LAM BASE CABINETS SOLID QUARTZ COUNTERTOP6 4'-2" 4 3/4" 3'-0" 1'-6" 4 3/8" 3'-10 1/4" B21 B11 LEVEL 18' -0" 3 3NATURAL FINISH HARDWOOD VENEER PANEL BONDED ALUMINUM WATERFALL PATTERN 6'-8 7/8" 1" SOLID QUARTZ COUNTERTOP60 A962 8 A962 NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER LEVEL 2 18' -0" 3/4" 1/4" 1 1/4" 1'-0" 3'-1" 0" BONDED ALUMINUM WATERFALL PATTERN FORMS + SURFACES 1/4" MAX. WIDTH 1/16" INCREMENT RANGE MEDIUM DENSITY FIBER BOARD RUBBER TRIM AS SCHED. WOOD BLOCKING SOLID QUARTZ COUNTERTOP WOOD FRAMING STONE COUNTERTOP NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER A962 P-LAM WOOD BLOCKING MEDIUM DENSITY FIBER BOARD -LAM 1/4" 3/4" 5/8" 3/4" 3" 3/4" 1/8" 1/4" 3/4" 5/8" 3/4" A N D C A P M A X H E G H T R A N G8" 3/4" 2" SPACING LEVEL 2 18' -0" BRUSHED ALUMINUM -LAM NATURAL FINISH SOLID HARDWOOD VENEER NATURAL FINISH SOLID HARDWOOD BASE TO MATCH VENEER SOLID QUARTZ COUNTERTOP STONE COUNTERTOP MEDIUM DENSITY FIBER BOARD RUBBER TRIM AS SCHED. WOOD BLOCKING WOOD BLOCKING WOOD FRAMING 1'-0" 7" 2"0 G H R A N G6 1 1 4 1/8" 1/4" 1/8" 3/4" 3" 3/4" 1/4" 1/8" 9 A962 8 BRUSHED ALUMINUM BONDED ALUMINUM WATERFALL PATTERN MEDIUM DENSITY FIBER BOARD WOOD BLOCKING P-LAM BACKING 1/2"

FOR CONSTRUCTION No. Description Date In Association with Project All reproduction & intellectual property rights reserved © 2018 Prepared For Christopher Consultants 9301 Innovation Drive, Suite 150 Manassas, VA 20110 Civil Engineering Professional Seals Key Plan ReStl Designers, Inc. 1367 Connecticut Avenue, NW Washington, DC 20036 Structural Engineering James Posey Associates 3112 Lord Baltimore Drive Baltimore, MD 21244 Mechanical, Plumbing, Electrical Engineering Latta Technical Services 500 N. Central Expwy, Suite 310 Plano, TX 75074 Electronic Security Polysonics 405 Belle Air Lane Warrenton, VA 20186 Audio Visual Acoustics ECS Mid-Atlantic, LLC 9409 Innovation Drive Manassas, VA 20110 Geotechnical Construction Consultants, Inc. (CCI) 770 Leesburg Pike North Lobby, 1st Floor Falls Church, VA 22043 Cost Estimating ARUP 1120 Connecticut Avenue, NW, Suite 200 Washington, DC 20036 Code Consulting Services Winbourne Consulting, LLC 1621 N Kent Street, Suite 704 Rosslyn, VA 22209 Informational Technology Consulting MAIN BUILDING AUX BUILDING Design Development Submission July 23, 2019 MANASSAS PUBLIC SAFETY FACILITY 9608 Grant Avenue Manassas, VA 20110 City of Manassas, Virginia 9027 Center Street, Manassas, VA 20110 Canal House, 3223 Grace Street, NW Washington, DC 20007 USA +1 202 339 8700 +1 202 339 8800 Hellmuth, Obata & Kassabaum, P.C. 1/2" 1'-0" 4 ELEVATION -EOC RECEPTION -WEST 1/2" = 1'-0" 5 ELEVATION -EOC RECEPTION HALL -WEST 3" = 1'-0" 7 SECTION -EOC RECEPTION DESK -SOUTH 3" = 1'-0" 8 SECTION -EOC RECEPTION DESK -NORTH 12" = 1'-0" 9 EOC RECEPTION DESK PLAN

NOT

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 WALK THROUGH

Left: Sidewalk Network + Restoration Rendering Right: Axial Grid Diagram Far Bottom Right: Reforestation Benefits Diagram Near Bottom Right: Physical Model of Library And Cafe

REFORESTATION BIODIVERSITY CARBON SEQUESTRATION PROTECTION FROM SOIL EROSION ECONOMIC GROWTH AIR FILTERING LINKING HABITATS WIND BLOCKING SUN SHADING

Reuse + Retrofit of Annex Building Axon Diagram

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 LINKS FOR VIDEO WALK THROUGH + VIDEO FLYOVER

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

1 2 3 4 5 6 7 8 9 Programming Diagram

9. Stabilized and Naturalized Edge

Site Location

Process Sketch Tide Lock Net Precedent Current Photograph of Boathouse

Monument Stair Precedent

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

Hammock Precedent

Railing Precedent

Stramp Precedent

Colorful Furniture Precedent

Night Rendering of Site from Water

Current Conditions

- Photograph

Proposed Conditions

- Rendering

Current Conditions Lawn - Photograph

Proposed Conditions Lawn - Rendering

Hammocks Hammocks

Ian McKellen - Colored Pencil Drawing

I decided to draw him because I am a huge fan of The Lord of the Rings. McKellen is the actor who played Gandalf in the films.

Elephant - Sharpie Drawing

I love nature and animals, so they are often inspiration for my artwork. I love the ability cross hatching has to produce an incredibly realistic drawing despite the seemingly random and quick pen marks.

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.

Hands, Princeton University Ornamentation, and Bicycle - Pencil Drawings

To be accepted into the University of Maryland’s Bachelor of Science in Architecture program, I needed to provide drawings of these subjects.

Flamingo - Colored Pencil and Pastel Drawing

This drawing was a challenge to show the layers and dimensionality of feathers in varieties of pink.

Rainstorm - Colored Pencil Drawing

My favorite weather is rain. The sounds and smells of a rainstorm combine into a beautiful dance.

Eye - Colored Pencil Drawing

This is my old roommate’s eye from University of Maryland. Convenience by proximity can also be a muse.

The Deathly Hallows - Sharpie and Watercolor Markers

Along with being a big fan of The Lord of the Rings, I am also a big fan of Harry Potter. This is my compilation of the Deathly Hallows, featuring imagery inspired by the animated storytelling of Hermione Granger in the films.

Hogwarts - Sharpie and Photoshopped Text

Hogwarts is the home of all the magical experiences from the book. The architecture of the castle in the movies also matched the magical story. The text behind describes Hogwarts for the first time in the books.