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
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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.
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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.
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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
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G
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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
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3
4
5
6
7
A
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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
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12
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1
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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.