ARCHITECTURE
PORTFOLIO DANIELA TONI | 2024
CONTENTS
01
GILLS YMCA
02
HOBOKEN HOUSING
03
HERSHEY WEST END
04
WESTLAKES
MULTI-FAMILY AND SENIOR LIVING PROFESSIONAL WORK
MASTERPLAN - AFFORDABLE HOUSING PROFESSIONAL WORK
MULTI-FAMILY HOUSING PROFESSIONAL WORK
MULTI-FAMILY HOUSING PROFESSIONAL WORK
05
HIGH STREET
06
VACANT TO VIBRANT
07
FREEDOM DISCTRICT
08
TRANSITION
AFFORDABLE MULTI-FAMILY HOUSING PROFESSIONAL WORK
SPRING 2021 | THESIS ACADEMIC WORK
FALL 2021 | MASTERPLAN ACADEMIC WORK
FALL 2019 | VISITOR CENTER ACADEMIC WORK
01 GILLS YMCA Mixed Use Housing and Senior Living | Professional Work Competition Site Location : St. Petersburg, Florida Role : Architectural Designer Timeline : August 2022 - October 2022 Satus : Senior building selected for development Client : Atlantic Pacific Project Description Torti Gallas + Partners was hired to design a senior living building and a market rate, multifamily building for a two month long competition submission. The site surrounds the existing one story YMCA facility. The project houses a total of 320 one and two bedroom units. The design embodies the Spanish Colonial style that is unique to the St. Petersburg and Tampa area. The facades fronting the YMCA are brought down a few levels to respect the height of the existing facility while also creating terraces and views of the site. The market rate building provides retail on the first floor and connects to a two-story garage that is topped with a fenced soccer fieId. Project Roles
01
•
Stakeholder and Client Meetings
•
Concept Design
•
Sketchup Modeling
•
2D Renderings
•
Area Calculations
Market Rate Housing Program
Number of Units Unit SQ. FT. Distribution 240 680 75% 80 986 25% 320 100%
Unit 1 BR 2 BR Total
Market Rate Parking Program
1ST AVENUE S Unit 1 BR 2 BR Total Residential Parking Retail Parking Office Parking YMCA Parking Total Required Garage Parking Provided Surface Parking Total Provided
SENIOR BUILDING
EXISTING JIM AND HEATHER GILLS YMCA
31ST STREET S
MULTIFAMILY BUILDING
SOCCER FIELD W/ GARAGE BELOW
Number of Units or Sq Ft Parking Rate 240 0.75 80 1.25 320 5,000 5,000
Parking 180 100 280 20 15 200 515
4 per 1,000 3 per 1,000
540 10 550
Senior Affordable Housing Program
Number of Units Unit SQ. FT. Distribution 48 450 30% 112 620 70% 160 100%
Unit Studio 1 BR Total
Senior Parking Program Number of Units Unit Studio 1 BR Total 10% Reduction plus 5% for Seniors Total Required with Reduction Garage Parking Provided Surface Parking Total Provided
3RD AVENUE S
Parking Rate
48 112
Parking
0.75 0.75
18 102 80 40 120
KEY FEATURES
1
36 84 120
Torti Gallas + Partners, BUILDING Inc. SENIOR AMENITIES/
October 6, 2022
0
| Torti Gallas + Partners | 1923 Vermont Ave NW, 2nd Floor , Grimke School | Washington, DC 20001| 301.588.4800
100
300
GATHERING SPACE 1” = 100’
3
GILLS AND FITNESSYMCA
4
PROPOSED RETAIL
5
MULTIFAMILY BUILDING AMENITIES/LOBBY
6
COURTYARD AREA WITH POOL
7
PARKING GARAGE WITH SOCCER FIELD ABOVE
8
YMCA FACILITY ENTRANCE
9
BUILDING ADDITION
1ST AVENUE S
3
1
4
5
6
2
31ST STREET S
LOBBY
2
Illustrative Site Plan
ENTRY LAWN FOR ACTIVITIES 4
10
EXISTING YMCA
11
NEW OUTDOOR SWIMMING POOL
12
LAWN AREA FOR ADDITIONAL YMCA PROGRAMMING
7
10 8
11 12
9
3RD AVENUE S
October 6, 2022
| Torti Gallas + Partners | 1923 Vermont Ave NW, 2nd Floor , Grimke School | Washington, DC 20001| 301.588.4800
0
100
300
1” = 100’
First Floor Plan
GILLS YMCA| Torti5 Gallas + Partners | 1923 Vermont Ave NW, 2nd Floor , Grimke School | Washington, DC 20001| 301.588.4800
October 6, 2022
Aerial View Looking West Along 1st Avenue
GILLS YMCA
13
RENDERINGS BY RADICAL GALAXY October 6, 2022
| Torti Gallas + Partners | 1923 Vermont Ave NW, 2nd Floor , Grimke School | Washington, DC 20001| 301.588.4800
October 6, 2022
02Avenue Aerial View Looking West Along 3rd
| Torti Gallas + Partners | 1923 Vermont Ave NW, 2nd Floor , Grimke School | Washington, DC 20001| 301.588.4800
Proposed Multifamily Building
GILLS YMCA
10
GILLS YMCA
y
HHA Maintenance garage, storage, and facilities
y
Community policing station / police substation
y
Daycare
02 HOBOKEN HOUSING y
Afterschool programs
y
Flexible community rooms for meetings, programs, education, etc.
Affordable Masterplan | Professional Work
y
Senior center
Site Location : Hoboken, NJ
y
Dedicated space for non-profits including HOPES, the food pantry, and others
Role : Architectural Designer/ Urban Planner Timeline : July 2021 - February 2022
: Hoboken Housing Authority yClient Retail and services Project Description
DESIGN CONCEPT
ySatus Non-denominational place of worship : Masterplan Completed
The Hoboken Housing Authority gave us the opportunity to redesign the existing HHA housing for the initial planning phase. Our team met with the residents before proposing a number of different design schemes. Our team listened to the needs of the residents and proposed new affordable 3 and 4 story apartments with communal indoor and outdoor spaces. The proposed design extends the exisitng street grid, providing courtyards that frame the existing Mama Johnson field. Project Roles
03
•
Master Planning
•
Sketchup Modeling & Rendering
•
Community and Stakeholder Meetings
•
Design Charettes
•
Site Analysis
Urban Design Diagram
66
HOBOKEN HOUSING FORWARD STRATEGIC PLAN
RENDERINGS BY ZANETTA ILLUSTRATION 04
03 HERSHEY WEST END Multi-family Housing | Professional Work Site Location : Hershey, PA Role : Architectural Designer Timeline : September 2022 - March 2023 Satus : Permit Drawings Submitted Client : Hankin Group
Project Description Hershey West End is a multi-family project in Hershey Pennsylvania. This 600 unit project deploys a number of different architectural styles and building types to make up a quaint, medium density neighborhood. The Torti Gallas team designed a variety of building typologies for the Hershey neighborhood, including small walk-ups, corridor apartments, and townhouses. Project Roles
05
•
Master Planning
•
Concept Design
•
Sketchup & Revit Modeling
•
Client and Stakeholder Meetings
•
Detail Drawings
•
Schematic Design
•
Design Development
•
Permit Set Submittals
A603.2
GALLAS + PARTNERS FIBER CEMENT SIDING
A1 A603.2
1923 VERMONT AVE NW, 2nd Floor WASHINGTON, DC 20001 t: 301.588.4800 f: 301.650.2255 www.tortigallas.com
ASPHALT SHINGLE ROOFING
A1 A613.3
CPVC CROWN TRIM ASPHALT SHINGLE ROOFING
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
FIBER CEMENT SIDING
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
CPVC CROWN MOLDING
CPVC CROWN MOLDING VINYL WINDOW
VINYL WINDOW
CPVC SILL
CPVC SILL
CA 3 2nd Floor 10' - 8"
W5
W5
FLASHING
W5
W5
W5
W5
CA 3 TO Slab 0' - 0"
CA 1 2nd Floor 10' - 8"
W5
W6
W6
W6
W6
DETAIL ELEVATION - P
CA 1 TO Slab 0' - 0" 1/4" = 1'-0"
A5 A602.2
W5
CA 3 TO Slab 0' - 0"
D3
W5
VINYL WINDOW
W5
W5
FLASHING
CPVC CROWN MOLDING
W5
W5
COR-A-VENT SOFFIT VENT
W5
FLASHING
30' - 5 1/8"
CPVC WRAPPED PILASTER
CA 3 TO Slab 0' - 0"
CPVC CROWN MOLDING
CA 3 TO Slab 0' - 0" BLDG J T.O. Plate 30' - 5 1/8"
W2
Working Drawings
CA 3 2nd Floor 10' - 8"
CA 3 2nd Floor 10' - 8"
CA 1 TO Slab 0' - 0"
CA 3 TO Slab 0' - 0"
W2
W5
W5
W5
W5
WALL SECTION P1 CA 1 2nd Floor 10' - 8"
1/4" = 1'-0"
W5
W2
W5
W5
W5
D5
CPVC CROWN MOLDING
FIBER CEMENT SIDING
BLDG J T.O. Plate 30' - 5 1/8"
BUILDING J RIGHT ELEVATION
FLASHING
C1 SECTION AT ROOF 1
NO.
FIBER CEMENT SIDING
1/4" = 1'-0"
D7
2 x 8 LEDGER
A1 A603.2
COR-A-VENT SOFFIT VENT
OVERBUILT
FIBER CEMENT SIDING
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
CPVC CROWN MOLDING
TPO ROOFING
FIBER CEMENT SIDING FLASHING
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
FLASHING
PT KILN DRIED RAFTER TAILS PAINTED TO MATCH TRIM
CPVC TRIM
CPVC CROWN MOLDING VINYL WINDOW
CPVC CROWN MOLDING VINYL WINDOW
1/4" = 1'-0"
ASPHALT SHINGLE ROOF
CA 1 2nd Floor 10' - 8"
FIBER CEMENT SIDING
2 x 8 LEDGER
FIBER CEMENT SHAKES
1/3/2023 3:29:18 PM
A1
BLDG J T.O. Plate 30' - 5 1/8"
A3
FLASHING W/ EDGE DRIP
CPVC FASCIA
1/4" = 1'-0"
F6
COR-A-VENT SOFFIT VENT
W2
W5
W5
W2
W5
W5 ASPHALT SHINGLE ROOFING
FIBER CEMENT SIDING
W5
W5
W5
W5
F3
W5
W5
T1-11 TURNED UPSIDE DOWN, REVEALS ARE PERPENDICULAR TO FASCIA. USED ROOFING NAILS 1 1/4" FOR NO PENETRATION THROUGH T1-11. PAINT TO MATCH TRIM. MTL FLASHING PT KILN DRIED RAFTERS PAINTED TO MATCH TRIM W5
4 x 8 TIMBER BEAM
W5
FLASHING W/ EDGE DRIP
A5
CPVC FASCIA
SECTION AT ROOF 3 F6
W5
W2
W5
FIBER CEMENT
W5 SIDING
W5
WD BRACKET
FLASHING
CA 1 2nd Floor 10' - 8"
W5
W5
W3
W6
W5
W5
W5
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
W6
W6
W5
FLASHING
W5
F6
F6
OVERBUILT DORMER
W5
W2
W5
W5
W5
W2
1/3/2023 3:29:18 PM
D1
A1 SECTION AT ROOF 2 1/4" = 1'-0"
BUILDING J FRONT ELEVATION 1/8" = 1'-0"
D1 A602.1
FIBER CEMENT SIDING
Wall Sections Revisions
W5
W2
W5
W5
W5
W5
W5
W5
W2
W5
A3 AWNING BRACKET DETAIL 1 1/2" = 1'-0"
FIBER CEMENT SIDING
A5 SECTION AT ROOF 3 1/4" = 1'-0"
JOB NO. Project Number
CA 3 3rd Floor 21' - 4"
FLASHING
Revisions NO.
A603.2
W5
W5
W5
CPVC CROWN MOLDING
DATE
CA 1 TO Plate 32' - 0"
VINYL WINDOW
FLASHING CPVC SILL STANDING SEAM METAL ROOFING
W5
D1 DETAIL ELEVATION - P 1/4" = 1'-0"
CA 3 3rd Floor 21' - 4"
DRAWING NO.
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
D1 A602.2
A1 A602.1
FIBER CEMENT SIDING
SCALE: As indicated
FIBER CEMENT SIDING FLASHING
W5
CPVC SILL
APPROVED C.C.
W5
CPVC CROWN MOLDING
VINYL WINDOW
DATE 08.02.2022
CPVC CROWN MOLDING VINYL WINDOW
W6
DATE
PROJECT ARCHITECT A.C.
CPVC CROWN MOLDING
W5
NO.
DATE
Apartmen
HERSHEY WEST E
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
PRINCIPAL IN CHARGE M.A.
TPO ROOFING
W5
Issue
NO.
ASPHALT SHINGLE ROOFING
CA 1 TO Slab 0' - 0"
BRICK
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
W2
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
FLASHING
FIBER CEMENT SIDING
CPVC TRIM
CPVC CROWN MOLDING VINYL WINDOW
W3
W5
COR-A-VENT SOFFIT VENT
1/4" = 1'-0"
CPVC CROWN MOLDING
TPO ROOFING
W2
1 1/2" = 1'-0"
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
FIBER CEMENT SIDING
CA 1 3rd Floor 21' - 4"
W5
AWNING BRACKET DETAIL
CPVC CROWN TRIM
DATE
FIBER CEMENT SIDING
DRAWN D.K.,SHINGLE D.J., D.T., M.M. ASPHALT ROOF
STANDING SEAM METAL ROOF
SECTION AT ROOF 2
NO.
ASPHALT SHINGLE ROOFING
HANKIN GROUP
4 x 8 TIMBER BEAM WD BRACKET
Issue
8 ©2022 Torti Gallas + Partners | 1923 Vermont Avenue, NW, Grimke School, 2nd Floor | Washington, DC 20001 | 301.588.4800 DORMER
HERSHEY WEST END - LAND UNIT J January 6, 2023
ASPHALT SHINGLE ROOFING
A1 A613.3
Key Plan
CPVC FASCIA
CA 1 TO Plate 32' - 0"
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
1/4" = 1'-0"
Apartment Street View
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
Key Plan
A603.2
FLASHING W/ EDGE DRIP
T1-11 TURNED UPSIDE DOWN, REVEALS ARE PERPENDICULAR TO FASCIA. USED ROOFING NAILS 1 1/4" FOR NO PENETRATION THROUGH T1-11. PAINT TO MATCH TRIM. CAST STONE SILL MTL FLASHING PT KILN DRIED RAFTERS BRICK TO MATCH TRIM PAINTED
T1-11 @ UNDERSIDE PAINTED
DATE
D3
WALL SECTION Q1
STANDING SEAM METAL ROOF
W5
W3
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
TPO ROOFING
Revisions
DETAIL ELEVATION - Q
2X BLOCKING W/ VENT HOLES
ASPHALT SHINGLE ROOFING
TPO ROOFING
FIBER CEMENT SIDING
CA 3 TO Slab 0' - 0"
CA 1 TO Plate 32' - 0"
W3
FIBER CEMENT SIDING
DATE
CONCRETE SLAB
CA 3 TO Slab 0' - 0"
CPVC FASCIA
HANKIN GROUP
NO.
DOOR W/ TRANSOM
ASPHALT SHINGLE ROOFING
COR-A-VENT SOFFIT VENT
Issue
CPVC WRAPPED PILASTER
ASPHALT SHINGLE ROOF
CONCRETE SLAB
EDGE DRIP
COR-A-VENT SOFFIT VENT
CPVC SILL
FLASHING
FLASHING W/
CPVC FASCIA
STRUCTURAL ENGINEER CATES ENGINEERING 571.261.9280 MEP ENGINEER HENRY ADAMS 410.296.6500
CPVC CROWN MOLDING
CA+1EDGE 2nd Floor FLASHING DRIP | 1923 Vermont Avenue, ©2022 Torti Gallas Partners NW,W/Grimke School, 2nd Floor | Washington, DC 20001 | 301.588.4800 10' - 8"
MEP ENGINEER HENRY ADAMS 410.296.6500
METAL RAILING
DOOR W/ TRANSOM
D3
W2
OWNER / DEVELOPER HANKIN CONSTRUCTION 610.458.1900
CPVC CROWN MOLDING
W5
1/4" = 1'-0"
Key Plan
VINYL WINDOW
WOOD BRACKET
CA 1 TO Plate 32' - 0"
1/4" = 1'-0"
FLASHING
FLASHING
PT KILN DRIED RAFTER TAILS PAINTED TO MATCH TRIM
ROOF 1 C1 SECTION AT DETAIL ELEVATION - P D1
HERSHEY, PA, 17033
STRUCTURAL ENGINEER CATES ENGINEERING 571.261.9280
1/4" = 1'-0"
CA 3 2nd Floor 10' - 8"
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
BLDG J T.O. Plate 30' - 5 1/8"
OWNER / DEVELOPER HANKIN CONSTRUCTION 610.458.1900
CPVC CROWN MOLDING
D7 WALL SECTION Q1
1/4" = 1'-0"
CPVC SILL
CA 3 3rd Floor 21' - 4"
STANDING SEAM METAL ROOFING
T1-11 @ UNDERSIDE PAINTED
TPO ROOFING
HERSHEY, PA, 17033
CPVC TRIM BAND
CA 3 3rd Floor 21' - 4"
D5 DETAIL ELEVATION - Q
VINYL WINDOW
ASPHALT SHINGLE ROOFING
CPVC CROWN MOLDING VINYL WINDOW
CPVC SILL
CA 3 TO Slab 0' - 0"
W5
Hershey West End
CA 3 TO Plate 32' - 0"
DOOR W/ TRANSOM BLDG C T.O. Plate
2X BLOCKING W/ VENT HOLES
FIBER CEMENT SIDING
CA 1 3rd Floor 21' - 4"
CA 3 3rd Floor 21'W5 - 4"
W5
Hershey West End
FIBER CEMENT SIDING
FLASHING
CPVC FASCIA
1/8" = 1'-0"
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
FLASHING
CONCRETE SLAB
CPVC SILL
1/4" = 1'-0"
CA 3 2nd Floor 10' - 8"
FLASHING W/
EDGE DRIP 1/8" = 1'-0"
C1
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
CPVC CROWN MOLDING
WALL SECTION P1
E1 BUILDING J RIGHT ELEVATION (PARALLEL)
January 6, 2023
W5
W5
CPVC CROWN MOLDING
FIBER CEMENT SIDING
CA 3 3rd Floor 21' - 4"
D1
W5
W5
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
DOOR W/ TRANSOM
CONCRETE SLAB
W5
W5
ASPHALT SHINGLE ROOFING
CPVC SILL
CA 3 2nd Floor 10' - 8"
CA 3 2nd Floor 10' - 8" WOOD BRACKET
Wall Sections W5
DOOR W/ TRANSOM
PRINCIPAL IN CHARGE M.A.
CONCRETE SLAB
PROJECTW5 ARCHITECT A.C.
CADRAWN 3 TO Slab D.K., D.J., 0' - 0"D.T., M.M. DATE 08.02.2022
CAST STONE SILLSCALE: As indicated BRICK
DRAWING NO.
APPROVED C.C. JOB NO. Project Number
A603.2
CA 3 TO Slab 0' - 0"
nt - 12.21.2022
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
W5
CA 3 2nd Floor 10' - 8"
Design Development - 12.21.2022
CA 1 3rd Floor 21' - 4"
W5
CA 1 TO CAPlate 3 2nd Floor 32' - 0"10' - 8"
Design Development - 12.21.2022
W5
F6
FIBER CEMENT SIDING
WOOD BRACKET
1923 VERMONT AVE NW, 2nd Floor WASHINGTON, DC 20001 t: 301.588.4800 f: 301.650.2255 www.tortigallas.com
FLASHING
METAL GUTTERS & DOWNSPOUTS COLOR TO MATCH ADJ TRIM
CA 3 2nd Floor 10' - 8"
1923 VERMONT AVE NW, 2nd Floor WASHINGTON, DC 20001 t: 301.588.4800 f: 301.650.2255 www.tortigallas.com
METAL RAILING
CPVC CROWN TRIM
TORTI GALLAS + PARTNERS
TORTI GALLAS + PARTNERS
MEP ENGINEER HENRY ADAMS 410.296.6500
FIBER CEMENT SIDING
VINYL WINDOW
B3 A603.3
ASPHALT SHINGLE ROOFING
STANDING SEAM METAL ROOFING
F3
STRUCTURAL ENGINEER CATES ENGINEERING 571.261.9280
FLASHING CPVC CROWN MOLDING
FLASHING
F6
W5
CA 3 3rd Floor 21' - 4"
VINYL WINDOW A1 A613.3
W5
A6 A613.3
CA 3 3rd Floor A603.2 21' - 4"
CPVC CROWN MOLDING
A1
BLDG J T.O. Plate 30' - 5 1/8"
D7
CA 3 3rd Floor 21' - 4"
FLASHING
A603.2
OWNER / DEVELOPER HANKIN CONSTRUCTION 610.458.1900
FIBER CEMENT SIDING
FIBER CEMENT SIDING
CA D33 3rd Floor 21' - 4"
HERSHEY, PA, 17033
CPVC TRIM BAND
CPVC SILL
A603.2
Hershey West End
FLASHING
FLASHING
CA 3 TO Plate 32' - 0" BLDG C T.O. Plate 30' - 5 1/8"
Building J Elevations WALL SECTION P1
D3
1/4" = 1'-0"
PRINCIPAL IN CHARGE
06
D
04 WESTLAKES Multi-family Housing | Professional Work Site Location : Jonesville, FL Role : Architectural Designer Timeline : October 2022 - August 2023 Satus : Schematic Design Submitted Client : Hankin Group PROJECT DESCRIPTION Westlakes is a multi-family, market rate development located near Gainesville, Florida. This development embraces similar building typologies as our Hershey project, while integrating unique architectural styles native to Florida, such as the Spanish Colonial and Florida Vernacular architectural styles. The site features several amenity spaces, including a clubhouse building and several outdoor parks.
Project Roles
07
•
Master Planning
•
Concept Design
•
Sketchup & Revit Modeling
•
Enscape Rendering
•
Client and Stakeholder Meetings
•
Unit Design
•
Schematic Design
•
Design Development
08
05 HIGH STREET Affordable Multifamily Housing | Professional Work Site Location : Washington, DC Role : Architectural Designer Timeline : December 2021 - Present Satus : Permit Set Approval Stage Client : Neighborhood Development Company Project Description High Street is a 22 unit project located in the Historic Anacostia neighborhood. Each rowhouse contains two units, the basement and first floor being the lower unit, and the 2nd and 3rd floors being the upper units. The design needed to be overly sensitive to the historic context and neighboring homes. The design team met with residents and the Historic Board in order to achieve a thoughtful design. The 3rd floor is nestled in a mansard roof, giving the illusion of a 2 story townhouse. The site was particularly challenging because of the steep topography and the numerous heritage trees, so the architecture responds accordingly. Each unit has a back porch that steps down into the shared courtyard. The western end units are connected by an amenity space that contains bike storage and mailboxes. Project Roles
09
•
Schematic Design
•
Unit Design
•
Stakeholder and client meetings
•
Resident meetings
•
Design Development
•
Sketchup and Revit Modeling
•
Permit Set Submission
•
Construction documents
C5 HIGH STREET REAR ELEVATION
E5 WEST SIDE ELEVATION
GALLAS + PARTNERS
DN
14' - 6 1/2"
3' - 7 1/2"
26' - 2 1/8"
PWDR ROOM
3' - 3 5/8"
3' - 9 7/8"
5' - 6"
F
DRAWN R.S., D.T., M.F.B.
22' - 0"
APPROVED X.Y.
SCALE: 1/4" = 1'-0"
JOB NO. 3 BEDROOM 21401
DRAWING NO. 6' - 0 3/4"
WX 56
WB 57
4' - 0 3/4"
6' - 9"
DWELLING UNIT SEPARATION WALLS
CORRIDOR/DWELLING UNIT SEPARATION WALLS 15' - 6 3/4"
UC8 UB1
UB1
UBR1
WO 50
M
WI 57
AHU
UM1
W
BATH 1
TYPICAL INTERIOR UNIT WALLS
TYPICAL INTERIOR UNIT FURRING WALLS
DO 30
3.
EXTERIOR DOOR DESIGNATIONS: ALSO SEE ELEVATIONS.
4.
WINDOWS DESIGNATIONS: ALSO SEE ELEVATIONS.
7. DOORS: LOCATE TYPICALLY EITHER CENTERED ON SPACES, SET AT 4” FROM ADJACENT WALL ALONG HINGE SIDE, OR AS INDICATED ON PLANS.
WO 30
C
B
W1
W1
W1
W1
5' - 6 5/8"
2nd Floor - F 159' - 8"
W1
W1
J
DN
TORTI GALLAS + PARTNERS
I
H
G
3' - 10 7/8"
4' - 1 3/8"
3' - 6 3/4"
PROJECT ARCHITECT R.S. DRAWN R.S., D.T., M.F.B. DATE Issue Date
APPROVED X.Y.
SCALE: 1/4" = 1'-0"
JOB NO. 21401
Key Plan
DRAWING NO.
A302
HIGH STREET
F
E
D
C
B
K
J
I
H
G
A
2352, 2356, 2360 HIGH STREET SE WASHINGTON D.C., D.C., 20020
9' - 11 1/8"
6' - 9"
11' - 2 3/4"
4' - 0 3/4"
UB1
UB1
UBR1
4' - 2 1/4"
WO 50
BATH 1
M
WI 57
3' - 6 3/4"
3' - 9 7/8"
AHU
UM1
W
DN
DO 50
Revisions NO.
5' - 6 5/8"
3' - 10 7/8"
4' - 1 3/8"
BEDROOM 3
Sim DN
UBR1
DN
14' - 6" C1 A802
3' - 9 7/8"
BATH 2 BEDROOM 1 WIC
11' - 2 3/4"
PRINCIPAL IN CHARGE M.A. PROJECT ARCHITECT BEDROOM 3 R.S.
1/18/2024 9:06:43 AM
A1
4' - 9"
DATE Issue Date
APPROVED X.Y.
SCALE: 1/4" = 1'-0"
JOB NO. 21401
4' - 0 3/4"
UBR1
BATH 2
A302
UWD2
UC8
UB1
UBR1
WO 50
BATH 1
WIC
1/4" = 1'-0"
5 1/2"
A3
Unit 2.2 - 1st Floor 1/4" = 1'-0"
A5
15' - 0 5/8"
Unit 8.3 - 2nd Floor 1/4" = 1'-0"
22' - 0"
6' - 11 3/8"
M
WI 57
3' - 6 3/4"
3' - 9 7/8"
AHU
UM1
W
9' - 1 1/8" W1
W1
W1 W1 W1
W1
W1
W1
W1
W1
Iss
10' - 8"
1st Floor - A&B 155' - 0"
Floor - E PROJECT1st ARCHITECT 151' - 0" R.S.
DRAWN 1st Floor - F - 0" R.S., D.T.,149' M.F.B.
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
1st Floor - C & D 153' - 0" Basement - A&B 144' - 4"
DATE APPROVED X.Y. Issue Date Basement - E SCALE: 140' - 4" JOB NO. 1/8" = 1'-0" 21401 Basement - F DRAWING138' NO.- 4"
Basement - C&D 142' - 4"
Rear Elevation
Re
A501
NO.
C2
A6 A503
C2
C2
A7 A601
T.O. Plate - E 181' - 5 1/8"
C2 C2
C2
C2 C2
C2
W1
W1
W1
W1
W1
W1
W1
T.O Plate - F 179' - 5 1/8"
C2 C2
3rd Floor - E 172' - 4"
W1 W1
W1
W1
W1
W1
W1
3rd Floor - F 170' - 4"
W1 W1
W1
W1
W1 W1
W1
W1
W1
2nd Floor - E 161' - 8"
1st Floor - A&B 155' - 0" 1st Floor - C & D 153' - 0"
W1
W1
W1
2nd Floor - F 159' - 8"
W1 W1
W1
W1 W1
W1
W1
1st Floor - E 151' - 0" 1st Floor - F 149' - 0"
A5 HIGH STREET FRONT (NORTH) ELEVATION 1/8" = 1'-0"
F
E
D
C
B
K
J
I
H
G
A
Revisions NO.
DATE
UWD2
D
DN
DO 50
EUBL3
E1 A803 B1 A802
8"
5' - 6 5/8"
3' - 10 7/8"
BEDROOM 1
UC3
6' - 9"
DRAWING NO.
UBR1
11' - 3 7/8"
Unit Plans
Unit 2.1 - Basement
W1
Issue
BEDROOM 2
DRAWN 6' - 0 3/4" R.S., D.T., M.F.B.
EUBL1
10' - 8 1/8"
W1
Unit Plans
UB1
4' - 2 1/4"
Sim
DO 30
21' - 7 1/2"
3' - 10 3/4" 2' - 4 3/4"
P
3' - 3 5/8"
2' - 10"
F1 A802
E1 A802
DW
P DW
WI 57
UC3
KITCHEN
DO 30
8' - 3" 3' - 8 5/8" 2' - 5 3/4" 3' - 4 3/4"
5' - 7 3/4" 5' - 4" 7' - 8 7/8"
DW UC9
7' - 4 5/8"
UP
8' - 3 7/8"
BEDROOM 2
UB1
3' - 10 3/4"
UBR1
PWDR ROOM
5' - 4"
3' - 11 3/8"
3' - 7 1/2"
5 1/2"
13' - 3 3/4"
6' - 4 3/4"
ROOM
13' - 9 7/8"
UB1 UC8
UBR1 PWDR
KITCHEN
5"
2' - 4 5/8" 3' - 8 5/8"
2' - 4 3/4" 3' - 10 3/4"
WI 57
UBR1
10' - 4 3/4"
D UWD2 AHU
BATH 1
4' - 7 3/8"
3' - 5"
W0 50
WI 57
3' - 8 5/8"
UP
P
3' - 8 3/4"
W UM1
Basement
UC3 DO 30
DO 50
LIVING ROOM
1/4" = 1'-0"
26' - 2 1/8"
3' - 9 7/8"
A7 Unit 8.4 - 3rd Floor
F1 A801
UP
13' - 4 3/8"
3' - 6 3/4"
4"
3' - 10"
40' - 0"
3' - 10 3/4"
3' - 9 7/8"
8' - 3 7/8"
3' - 9 3/8"
1' - 4"
10 7/8" 1' - 5 7/8"
14' - 0 7/8" 1/4" = 1'-0" LIVING ROOM
14' - 6 1/2"
WI 57
5' - 6"
5' - 5 1/2"
11' - 5 1/4"
2' - 10 3/8"
4"1' - 1 1/4"
D1 A802
WX 56
W1
W1
Key Plan
A7
Unit 8.4 - 3rd Floor 1/4" = 1'-0"
4' - 1 3/8"
Design Development Set 11.01.2023
8"
EU1
A5 Unit 8.3 - 2nd Floor 14' - 10 7/8"
1/4" = 1'-0"
W1
9' - 11 1/8"
6' - 11 3/8" ENTRY VESTIBULE
EU1
A3 Unit 2.2 - 1st Floor
W1 W1 W1
2nd Floor - C&D 163' - 8"
DATE
3' - 8 3/4" 2' - 4 3/4"
B1 A802
4' - 7 3/8"
22' - 0"
W1
EUBL3
3' - 5 1/8"
EUBL2
W1
UWD2
D
E1 A803
3' - 3 3/8"
5 1/2"
15' - 0 5/8"
W1
MEP ENGINEER HENRY ADAMS 410.296.6500
3' - 8 3/4" 2' - 4 3/4"
UC8
EUBL1
1' - 3 7/8"
W1
4' - 7 1/4"
5' - 4"
5' - 6"
WIC
W1
STRUCTURAL ENGINEER CATES ENGINEERING 571.261.9280
6' - 0 3/4"
UC3
W1
OWNER / DEVELOPER NEIGHBORHOOD DEVELOPMENT COMPANY 202.722.6002
Issue
BEDROOM 2
4' - 9"
BEDROOM 1
15' - 6 3/4"
W1
W1
3' - 10 3/4"
BATH 2
1/4" = 1'-0"
W1
2nd Floor - A&B 165' - 8"
C2
1923 VERMONT AVE NW, 2nd Floor WASHINGTON, DC 20001 t: 301.588.4800 f: 301.650.2255 www.tortigallas.com
Design Development Set 11.01.2023
UBR1
8' - 3 7/8"
D3 2.2a (NO PORCH)
W1
W1
2nd Floor - F 159' - 8" PRINCIPAL IN CHARGE M.A.
3rd Floor - A&B 176' - 4" 3rd Floor - C&D 174' - 4"
PRINCIPAL IN CHARGE M.A.
UBR1
BEDROOM 1 WIC
2' - 10"
3' - 9 7/8"
Sim
5 1/2"
8' - 3 7/8"
BATH 2
W1
161' - 8"
T.O. Plate - A&B 185' - 5 1/8" T.O Plate C&D 183' - 5 1/8"
TORTI GALLAS + PARTNERS
UWD2
3' - 5 1/8"
3' - 3 5/8"
W1
A1 A601
Unit Plans
E1 A802
P WI 57
DO 30
21' - 7 1/2"
W1
W1
W1
6' - 0 3/4"
DW
P DW
DN
14' - 6" C1 A802
W1
W1
W1
2nd Floor - C&D 163' - 8"
3' - 10 3/4" 2' - 4 3/4"
3' - 8 5/8" 2' - 5 3/4" 3' - 4 3/4"
26' - 2 1/8"
3' - 8 5/8"
DN
UBR1
13' - 9 7/8"
UP
UC3
13' - 4 3/8"
5"
Sim
DO 30
11' - 5 1/4"
PWDR ROOM
KITCHEN F1 A802
W1
W1
4' - 7 1/4"
3' - 7 1/2"
UBR1
40' - 0"
ROOM
KITCHEN
7' - 4 5/8"
OOM 3
7' - 8 7/8"
DW
2' - 4 5/8" 3' - 8 5/8" UC9
UBR1 PWDR
10' - 4 3/4"
4' - 7 3/8"
1st Floor
WI 57
AHU
LIVING ROOM
WI 57
P
3' - 8 3/4"
DO 30
Building 2nd Floor - E Elevations 1/8"
W1
3' - 10 3/4"
3' - 10"
F1 A801
3' - 3 3/8"
UC3
W1 W1
2nd Floor - A&B 165' - 8"
BEDROOM 3
UP
3' - 9 7/8"
W1
3rd Floor - F 170' - 4"
1/8" = 1'-0"
2352, 2356, 2360 HIGH STREET SE WASHINGTON D.C., D.C., 20020
DATE
Ke
3rd Floor - C&D 174' - 4"
C5 HIGH STREET REAR ELEVATION
1923 VERMONT AVE NW, 2nd Floor WASHINGTON, DC 20001 t: 301.588.4800 f: 301.650.2255 www.tortigallas.com
3' - 9 7/8"
4' - 7 3/8"
LIVING ROOM
3' - 6 3/4"
4"
3rd Floor - E 172' - 4"
W1
14' - 6 1/2"
5' - 4"
14' - 10 7/8"
3' - 9 7/8"
W1
MEP ENGINEER HENRY ADAMS 410.296.6500
8' - 3"
WX 56
WI 57
1' - 4"
W1
STRUCTURAL ENGINEER CATES ENGINEERING 571.261.9280
1/4" = 1'-0"
5' - 7 3/4"
ENTRY VESTIBULE
10 7/8" 1' - 5 7/8"
W1
OWNER / DEVELOPER NEIGHBORHOOD DEVELOPMENT COMPANY 202.722.6002
EU1
14' - 0 7/8"
W1
W1
EUBL2
EU1
W1
A
NO.
8. WHEN A RATED WALL INTERSECTS A NON-RATED WALL CARRY THE RATED ASSEMBLY THROUGH.
DO 50
W1
T.O Plate C&D 183' - 5 1/8" 3rd Floor - A&B 176' - 4"
EUBL3
- 0 3/4" 6. INTERIOR6'UNIT DIMENSIONS: INDICATED ON ONLY ONE OF EACH TYPICAL UNIT TYPE. VARIATIONS TO SAME UNIT TYPE: DIMENSIONED IN UNITS WHERE THEY OCCUR.
WI 98
MECHANICAL SHAFTS
1/4" = 1'-0"
W1
UWD2
D DO 50
8"
WALL TYPES: DESCRIBED ON SHEET A701.
D
Revisions
A7 Unit 8.4 - 3rd Floor
WI 57
3rd Floor - F 170' - 4"
W1
T.O Plate - F 179' - 5 1/8"
HIGH STREET
5. DIMENSIONS: INDICATED TO CENTER LINE OF DWELLING UNIT SEPARATION WALLS, TO FACE OF STUDS, TO FACE OF CMU, TO FACEOF CONCRETE, TO CENTER LINE OF CORRIDOR, AND TO MAIN GRID LINES.
WI 73
W1
W1
Issue
BEDROOM 2
4' - 9"
A302
B1 A802
2.
E
K
DATE Issue Date
5 1/2"
5 1/2"
TYPICAL NOTES FOR 1/8" PLANS 15' - 0 5/8" 6' - 11 3/8"
1/4" = 1'-0"
W1
PROJECT ARCHITECT R.S.
E1 A803
8' - 3 7/8"
WIC
EXTERIOR WALLS
W1
Key Plan
1/8" = 1'-0"
Design Development Set 11.01.2023
13' - 4 3/8"
BATH 2
UC3
D3 2.2a (NO PORCH) A5 Unit 8.3 - 2nd Floor
W1
1st Floor - E 151' - 0"
BEDROOM 1
THE FOLLOWING ARE TYPICAL WALL TYPES, UNLESS OTHERWISE INDICATED ON PLANS:
W1
W1
PRINCIPAL IN CHARGE M.A.
UBR1 DO 30
1.
W1
W1
5' - 4"
8' - 3 7/8"
Sim
UBR1
W1
STREET FRONT (NORTH) ELEVATION Front Elevation A5 HIGH
11' - 2 3/4" 2' - 10"
DN
3' - 5 1/8"
KITCHEN
14' - 6"
W1
Unit Plans
4' - 2 1/4"
4' - 7 3/8"
WI 57
UC3
W1
2nd Floor - E 161' - 8"
UWD2
DW
DW
40' - 0"
2nd Floor
3' - 8 5/8"
7' - 8 7/8"
P
UP
W1
MEP ENGINEER HENRY ADAMS 410.296.6500
W1
E1 A802
P
3' - 3 3/8"
WHEN A RATED WALL INTERSECTS A NON-RATED WALL CARRY THE ED ASSEMBLY THROUGH.
W1
3rd Floor - E 172' - 4"
1st Floor - F 149' - 0"
3' - 10 3/4" 2' - 4 3/4"
UBR1
3' - 8 5/8" 2' - 5 3/4" 3' - 4 3/4"
5' - 4"
LIVING ROOM
W1
C2
1st Floor - C & D 153' - 0"
3' - 9 7/8"
3' - 10"
W1
T.O Plate - F 179' - 5 1/8"
C2 C2
1st Floor - A&B 155' - 0"
8' - 3"
1/4" = 1'-0"
W1
C2 C2
W1
5 1/2" 5' - 7 3/4"
A7
W1
C2
1/18/2024 1:18:01 PM
3' - 6 3/4"
F1 ON SPACES, SET AT 4” DOORS: LOCATE4" TYPICALLY EITHER CENTERED A801 M UP ADJACENT WALL ALONG HINGE SIDE, OR AS INDICATED ON PLANS.
C
DATE
STRUCTURAL ENGINEER CATES ENGINEERING 571.261.9280
C2
2nd Floor - C&D 163' - 8"
Unit 8.4 - 3rd Floor
INTERIOR UNIT DIMENSIONS: INDICATED ON ONLY ONE OF EACH TYPICAL T TYPE. VARIATIONS TO SAME UNIT TYPE: DIMENSIONED IN UNITS WHERE Y OCCUR.
TH 2
3rd Floor - A&B 176' - 4" 3rd Floor - C&D 174' - 4"
C2
T.O. Plate - E 181' - 5 1/8"
T.O. Plate - E 181' - 5 1/8"
C2
9' - 11 1/8"
4' - 1 3/8"
C2
OWNER / DEVELOPER NEIGHBORHOOD DEVELOPMENT COMPANY 202.722.6002
3' - 8 3/4" 2' - 4 3/4"
3' - 10 7/8"
T.O. Plate - A&B 185' - 5 1/8"
4' - 7 1/4"
5' - 6 5/8"
C2
D1 A601
A3 A503
A7 A601
2352, 2356, 2360 HIGH STREET SE WASHINGTON D.C., D.C., 20020
3' - 10 3/4"
8"
C2
A6 A503
HIGH STREET
2nd Floor - A&B 165' - 8"
DIMENSIONS: INDICATED TO CENTER LINE OF DWELLING UNIT U1 ARATION WALLS, TO FACE OF STUDS, TO FACE OF CMU, TO FACEOF NCRETE, TO CENTER LINE OF CORRIDOR, AND TO MAIN GRID LINES.
C1 A802
T.O. Plate - A&B 185' - 5 1/8" T.O Plate C&D 183' - 5 1/8"
3' - 10 3/4"
2' - 10"
B1 A802
56 DESIGNATIONS: ALSO SEE ELEVATIONS. WINDOWS
WI 57
A1 A601
EUBL3
EXTERIOR DOOR DESIGNATIONS: ALSO SEE ELEVATIONS.
3' - 9 7/8"
G
NO.
LANS WX
H
UWD2
D DO 50
E1 A803
NTRY WALL TYPES: DESCRIBED ON SHEET A701. STIBULE
I
Revisions
0 3/4"
3/8"
J
Design Development Set 11.01.2023
WI 57
AHU
W
BATH 1
K
1/8" = 1'-0"
A
4' - 7 1/4"
4' - 2 1/4"
M
UM1
B
10' - 8"
3' - 8 3/4" 2' - 4 3/4"
3' - 10 3/4" 2' - 4 3/4"
UB1
UBR1
WO 50
C
Design Development Set 11.01.2023
11' - 2 3/4"
UWD2 UC8
5' - 4"
2
6' - 9"
Design Development Set 11.01.2023
8' - 3 7/8"
3' - 9 7/8"
4' - 0 3/4"
UB1
D
Issue
BEDROOM 2
4' - 9"
E1 A802
3rd Floor
P
3' - 8 5/8" 2' - 5 3/4" 3' - 4 3/4"
DW
3' - 5 1/8"
4' - 7 3/8"
WI 57
6' - 0 3/4"
E
9' - 11 1/8"
8' - 3"
BEDROOM 3
3' - 7 1/2"
F
1923 VERMONT AVE NW, 2nd Floor WASHINGTON, DC 20001 t: 301.588.4800 f: 301.650.2255 www.tortigallas.com
10' - 8"
1/8" = 1'-0"
Key Plan
Unit Plans PRINCIPAL IN CHARGE M.A. PROJECT ARCHITECT R.S. DRAWN R.S., D.T., M.F.B. DATE Issue Date
APPROVED X.Y.
SCALE: 1/4" = 1'-0"
JOB NO. 21401
DRAWING NO.
A302
10
El
PRIN M.A.
PROJ R.S.
DRAW R.S.,
DATE Issue
SCAL 1/8"
DRA
A
06 VACANT TO VIBRANT Affordable Multifamily Housing | Academic Work Site Location : West Baltimore, MD Timeline : Spring, 2021 | Thesis Professor : Ralph Bennett
Project Description This thesis aimed to address the widespread disinvestment West Baltimore faces. Baltimore has been left with nearly 16,000 vacant homes. The goal of this project was to introduce a wide variety of affordable building typologies in an area with a high density of vacant homes. By phasing these affordable houses into the site, the residents of this Baltimore neighborhood can beginto reclaim the city as their own.
RECYCLED BRICK
PLYWOOD DECKING
CONCRETE FOUNDATION
11
AERIAL VIEW
STREET VIEWS
12
13
COURTYARD VIEWS
STREET SECTION
14
07 FREEDOM DISTRICT Masterplan | Academic Work Site Location : RFK Stadium, Washington DC Timeline : Fall 2020 Professor : Matthew Bell
Project Description The Freedom District was a team project that focused on masterplanning the area surrounding RFK Stadium. The project includes a memorial within the urban design scheme, which influenced our design process. We chose to memorialize slave abolishonists and the overall accomplishments of Black Americans. The design preserves the shape of the site, but infiltrates the urban fabric with shops, residential buildings, and outdoor public space.
15
SITE SECTION | CHOI
16
17
08 TRANSITION Visitor Center | Academic Work Site Location : Alexandria, Virginia Timeline : Fall, 2019 Professor : Julie Gabrielli Project Description The goal of this team project was to create a visitor’s center for Wright’s house. We wanted to design a space that embraces the surrounding landscape while making the path to the main attraction more apparent. There is a feeling of tranquility when entering the Pope Leighey site and that feeling never dissipates upon arriving to the site. Once one approaches they are immediately greeted by a forest of trees that clear to reveal the site. We strived to emphasize the “transition” that one feels on the paths to the house as well as the historic Woodlawn Plantation. The purpose of this projet is to elongate the path and link Woodlawn and Pope Leighey. This path should be celebratory as it guides visitors through the entirety of the site.
18
SITE SECTIONS
19
20
4PM/ SUNSET
PRIMARY GLAZING FACING NORTHEAST
8AM
TYPICAL WALL SECTION
21
DAYLIGHTING DIAGRAMS| CLARK
LIB
RA
RY
SECTION PERSPECTIVE
22
SELECTED WORKS FROM 2019 - 2024 CONTACT E: daniela.toni9@gmail.com C: (240) 821-3081 L: https://www.linkedin.com/in/daniela-toni/ 01