2016-2021 Portfolio - Cassandra Huntington by Cassandra Huntington

Design Portfolio 2016 - 2021

Selected Works

ParcView II

Randolph Road

Fort Henry

Feasibility Studies

Social Enterprise

Brooklyn Bend

Harlem Park

Poet Laureate

Finlyandskie Vorota

Jefferson Proposal

Envision Elgin

Model-Making

p. 1-8

p. 9-16

p. 17-24

p. 25-30

p. 31-42

p. 43-50

p. 51-56

p. 57-60

p. 61-66

p. 67-68

p. 69-72

p. 73-76

PARCVIEW II Affordable Housing, LIHTC | Alexandria, VA Entitlements & Schematic Design | Bonstra Haresign Architects (BHA) 74 76

78 79 5 77 6 78 7

78 3

78 5

79 5

PROPERTY LINE AREA 131,443 SF

78 25

84 33 79 8

80 6

T 81 0

CANOPY ABOVE

+85.8' +82.0' AMENITY

PARKING BELOW

80 8 VISITOR BIKE PARKING

+82.0'

VISITOR BIKE PARKING

+82.0' DAYCARE

82 82

82 BUILDING A - EXISTING 14 STORIES - 146 UNITS 123,414 SF

37' - 0"

81 5

ROAD FIRE ACCESS 3 PER IFC D10

+82.0' LOADING

+84.5' DAYCARE

+82.0' PARKING

+86.5' LOBBY

+85.9'

85 85

PARKING BELOW

+84.5' DAYCARE

7" '-

FI R E PE AC R CE IF S C S D1 RO 03 A D

+86.5' LOBBY

3782

+84.5'

COURTYARD

86 5

+86.5' LOBBY

BUILDING B 9 STORIES - 135 UNITS 113,031 SF

DG BL B

BUILDING C 9 STORIES - 92 UNITS 104,865 SF

+86.5' LOBBY

+86.5' LOADING

AMENITY TERRACE +97.5'

BLDG C

+86.5' PARKING

88 86 5

BLDG B

BLDG C

+91'

91 4 ESS PRIVATE ACC

90 92

94 96

11 A1.1

ARCHITECTURAL SITE PLAN 1" = 30'-0"

DRIVE

89 3

88 91

ParcView is an existing affordable housing development owned & operated by Wesley Housing Development Corporation since 2006. At the end of 2020 BHA was selected, through an RFP process, to renovate the existing 149-unit building and design new multifamily buildings on the underutilized portion of the site. The two new buildings provide an additional 227 mixed-income units. The project will rely on funding support from the city as well as 4% and 9% Low-Income

Housing Tax Credits (LIHTC). The project is currently in schematic design and working through the necessary entitlements with the city. The SD & entitlements process explored numerous iterations, analyzed feasibility, and received input from the community during several meetings. The Development Special Use Permit (DSUP) site plan submission has been accepted by the city and will proceed to a city council hearing for approval at the beginning of 2022.

EXISTING BUILDING 14 STORY, 149 DU HIGH RISE TO REMAIN AND UNDERGO A REHAB

10' - 8"

LEVEL 4 129.83'

10' - 8"

LEVEL 3 119.17'

10' - 8"

LEVEL 2 108.50'

RESIDENTIAL

PARKING - LEVEL 1 86.50'

PARKING - LEVEL 3 65.00'

BIKE STORAGE

COURTYARD

HOLMES RUN PARKWAY

PARKING

10' - 0"

PARKING - LEVEL 2 75.00'

AMENITY

PARKING

11' - 6"

B.H.M.P. - AVG. GRADE 85.45'

139' - 2 3/8"

RESIDENTIAL

11' - 4"

LEVEL 1 97.83'

1 A3.2

10' - 8"

103' - 8 5/8"

LEVEL 5 140.50'

BUILDING HEIGHT

LEVEL 6 151.17'

10' - 8"

LEVEL 7 161.83'

RESIDENTIAL

BUILDING A (TOP OF TRELLIS)

10' - 8"

LEVEL 8 172.50'

120' - 0 3/8"

10' - 8"

ROOF 183.17'

BUILDING A HEIGHT (EXISTING)

6' - 0"

PARAPET 189.17'

RAMP

PARKING

BUILDING SECTION - COURTYARD LONGITUDINAL 1/16" = 1'-0"

79 8

80 6

AMENITY

EXISTING BUILDING A CENTRAL LOBBY

TRASH

ELEV

64'

EXISTING STAIRS

STAIR

STAIR DAY CARE

32'

80 8

VISITOR BIKE PARKING

NG BELOW PARKING

16'

81 0

SCALE: 1/16" = 1'-0"

TO SECONDARY BUILDING B & C LOBBIES

84 DAYCARE/ COMMERCIAL/ COMMUNITY USE

85 85

F DROP OF

81 5

AM R

5126 SF

P TO P2

STAIR

COURTYARD

LOBBY / LEASING ELEV

MECH

LOBBY / LEASING

86 5

GENERATOR

ELEV

TRASH

BIKES (28)

GENERATOR

88 91

STAIR

89 3

91 4 CE PRIVATE AC

SS DRIVE

90 92

The redevelopment plan proposes an increase in FAR from 1.03 to 2.69. To accomplish this, the site must be re-zoned to allow for greater density, which requires the DSUP application and forthcoming city council hearing. 3

86 5

This site is particularly challenging because of its shape and size, steep grade, and stringent constraints due to the required fire lane and setbacks. Setting the various finish floor heights, connections between buildings, and entry/egress points required significant coordination with the civil engineer.

SITE CONSTRAINTS

ELEV

BIKES (90)

PARKING - LEVEL 1 86.50' B.H.M.P. - AVG. GRADE 85.45' PARKING - LEVEL 2 75.00' PARKING - LEVEL 3 65.00'

1 A3.3

RESIDENTIAL

AMENITY

RESIDENTIAL

120' - 0 3/8"

10' - 8"

103' - 8 5/8"

BUILDING HEIGHT

10' - 8" 10' - 8"

BUILDING A HEIGHT (EXISTING)

10' - 8" 10' - 8"

LEVEL 1 97.83'

RESIDENTIAL

11' - 4"

LEVEL 2 108.50'

RESIDENTIAL

LOBBY

11' - 6"

LEVEL 3 119.17'

RESIDENTIAL

LOBBY

PARKING

ELEV

LEVEL 8 172.50'

LEVEL 7 161.83'

LEVEL 6 151.17'

LEVEL 5 140.50'

LEVEL 4 129.83'

LEVEL 3 119.17'

LEVEL 2 108.50'

LEVEL 1 97.83'

DAY CARE, COMMERCIAL OR OTHER COMMUNITY USE

LOBBY

COURTYARD

RAMP

10' - 0"

LEVEL 6 151.17'

LEVEL 4 129.83'

RESIDENTIAL

10' - 8"

LEVEL 7 161.83'

ROOF 183.17'

RESIDENTIAL

10' - 8"

LEVEL 8 172.50'

10' - 8"

ROOF 183.17'

LEVEL 5 140.50'

PARAPET 189.17'

6' - 0"

PARAPET 189.17'

PARKING - LEVEL 1 86.50'

2021-10029

PARKING

RAMP

PARKING - LEVEL 2 75.00'

PARKING

PARKING - LEVEL 3 65.00'

BUILDING SECTION - BLDG B & C TRANSVERSE 1/16" = 1'-0"

16'

32'

64'

Bonstra Hare

ARCHI

1728 Fourteenth Street, NW, Washington, DC 20009-4309

www.bonstra.com

2 BR

1 BR

JC TR

1 BR

3 BR

BUILDING A EXISTING

LAUNDRY

ELEV

EXISTING STAIRS

STAIR

LAUNDRY 2 BR

1 BR

DEVELOPMENT PLAN: The redevelopment plan includes 373 total units between the renovation of Building A, the new construction of 4% LIHTC Building B (plan left), and the 9% LIHTC Building C (plan right).

2 BR

1 BR 2 BR 1 BR ELEV 2 BR

1 BR

The two new buildings will be constructed in place of an existing surface parking lot. The redeveloped site will provide 289 parking spaces in a 3-level garage, most of which is below grade, and 17 surface spaces near the main entrance. To achieve a 0.84 parking ratio, the garage must extend below the fire lane on all sides, 6 feet from the property line.

1 BR

2 BR

1 BR

ELEV 1 BR B

1 BR

2 BR

ELEV BLDG C

MECH

1 BR

3 BR

MECH

2 BR

MECH 1 BR STAIR

3 BR

2 BR

BLDG B

2 BR

BLDG C

A minimum of 5,000 SF of the ground floor is alloted for a daycare provider to serve as a community benefit to both ParcView residents and the surrounding neighborhood. 4

202 58

1 A4.1

AXON VIEW 1

ITERATIVE PROCESS Numerous massing options were explored with different yields and construction types. Each option was carefully analyzed by the full project team - including designers, zoning counsel, and the client. Design requirements and priorities had to be carefully balanced between multiple project stakeholders during the entitlements process. Once a massing option was selected, continued iterations were developed which explored a further refining of the mass into distinct design elements. (below)

2 A4.1

AXON VIEW 2

*Where specific building materials are identified, substitutions with different building materials may be permitted by Staff, as long as the substitution is in keeping with the character and design intent approved by the Planning Board *Final colors subject to material / product availability

esign Architects

CONSTRUCTION TYPES

1 A4.1

AXON VIEW 1

The existing building, new below-grade garage, and two levels of above-grade podium (code exception) are all designed to meet Type IA construction. Seven new residential floors of Type IB construction sit above the podium on both Buildings B and C. The buildings share a common egress stairwell in the back, where they meet at the firewall. COMMUNITY MEETINGS

2 A4.1

AXON VIEW 2

While undergoing a public process, the design must be especially considerate of the affected parties, and the presentation of the design must be carefully curated. It was particularly difficult to select perspective views due to the nature of the site’s shape, the minimal frontage on the public right of way, and the height and scale of the buildings. MAIN ENTRY / ACCESS The main entrance to all three buildings is located at the front of the site on the existing Building A. The design emphasizes a central point of access through which residents are funneled to their appropriate building. The entrance was specifically prioritized within the strict budget of Building A. It was given increased design attention and high quality materials. 6

EXTERIOR MATERIAL KEY: FB-01: FACE BRICK - STD MODULAR SIZE FB-02: FACE BRICK - STD MODULAR SIZE UB-01: UTILITY BRICK CMU-01: LARGE SCALE CMU FC-01: FIBER CEMENT BOARD - COLOR 01 FC-02: FIBER CEMENT BOARD - COLOR 02 FC-03: FIBER CEMENT BOARD - COLOR 03 MT-01: METAL CLADING - COLOR 01 MT-02: METAL CLADING - COLOR 02 MT-03: METAL CLADING - COLOR 03 EIFS: EIFS PANEL - COLOR 01 (FINISH TBD)

HOLME

*Where specific building materials are identified, substitutions with different building materials may be permitted by Staff, as long as the substitution is in keeping with the character and design intent approved by the City Council *Final colors subject to material / product availability

MT-02 MT-01

EIFS

EIFS EIFS FB-01

FB-01 MT-03 MT-01

LEVEL 3 119.17'

LEVEL 2 108.50'

LEVEL 1 97.83' PARKING - LEVEL 1 86.50' B.H.M.P. - AVG. GRADE 85.45' GROUND FLOOR 82.00' PARKING - LEVEL 2 75.00'

6' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8"

LEVEL 4 129.83'

10' - 8"

LEVEL 5 140.50'

PARKING - LEVEL 3 65.00'

7 1 A2.1

NORTH-EAST ELEVATION (BUILDING A,B,C) 1/16" = 1'-0"

MT-01

10' - 8"

LEVEL 6 151.17'

MT-02

11' - 4"

103' - 8 5/8" BUILDING HEIGHT

LEVEL 7 161.83'

11' - 6"

LEVEL 8 172.50' 120' - 0 3/8" BUILDING A HEIGHT (EXISTING)

139' - 2 3/8" BUILDING A (TOP OF TRELLIS)

ROOF 183.17'

FB-01 MT-03

MT-02

10' - 0"

PARAPET 189.17'

(STRIPES)

FB-01 (STRIPES)

FB-02

MT-03

FB-02

MT-03

MT-02

CMU-01

UB-01 MT-01

UB-01

FB-02

FB-01

MATERIAL & COLOR

PARAPET 189.17'

The material and color applications were investigated only after fenestration options were explored, and the design of the bays was flushed out. This iterative process included several collaborative meetings spanning multiple weeks during the entitlements process.

ROOF 183.17' 189.17'

MT-01

FB-02

MT-02 MT-03

183.17' LEVEL 8 172.50'

172.50' LEVEL 7 161.83'

161.83'

Colored elevations and renderings were not required until the third DSUP submission (out of four total). Many color options were analyzed, but ultimately a more traditional color scheme was chosen because it compliments the local context and satisfied the most parties involved, including the client, city staff, and the community.

LEVEL 6 151.17'

FB-01

151.17'

LEVEL 5 140.50'

140.50'

LEVEL 4 129.83'

129.83'

The chosen materials for the new construction include: brick, metal panel, and fiber cement panels (on the less public faces). EXTERIOR MATERIAL KEY: The brown/red brick wraps up and over both masses, encasing a tan brick face that rests on a grey utility brick base with brick screens along the garage. The repeated bays on top of the tan mass bring rhythm and a muted pop of color with the use of blue metal panels. FB-01: FACE BRICK - STD MODULAR SIZE FB-02: FACE BRICK - STD MODULAR SIZE UB-01: UTILITY BRICK CMU-01: LARGE SCALE CMU FC-01: FIBER CEMENT BOARD - COLOR 01 FC-02: FIBER CEMENT BOARD - COLOR 02 FC-03: FIBER CEMENT BOARD - COLOR 03 MT-01: METAL CLADING - COLOR 01 MT-02: METAL CLADING - COLOR 02 MT-03: METAL CLADING - COLOR 03 EIFS: EIFS PANEL - COLOR 01 (FINISH TBD)

LEVEL 3 119.17'

FB-02

119.17'

LEVEL 2 108.50'

108.50'

LEVEL 1 97.83'

UB-01

97.83'

*Final colors subject to material / product availability

PARKING - LEVEL 1 86.50'

UB-01

B.H.M.P. - AVG. GRADE 85.45'

1 A2.6

MATERIAL VIGNIETTE - BAY (BUILDING C) FB-02

FB-02

MT-01

FB-01

LEVEL 2 108.50'

LEVEL 1 97.83' PARKING - LEVEL 1 86.50' B.H.M.P. - AVG. GRADE 85.45' GROUND FLOOR 82.00' PARKING - LEVEL 2 75.00' PARKING - LEVEL 3 65.00'

6' - 0" 10' - 8" 10' - 8" 10' - 8"

EAST ELEVATION (BUILDING C) 1/16" = 1'-0"

MT-01

10' - 8"

UB-01

MASONRY SCREENS AT GARAGE

2 A2.6

MT-03

MT-01

4' - 6"

LEVEL 3 119.17'

MT-02

10' - 8"

LEVEL 4 129.83'

MT-03

10' - 8"

LEVEL 5 140.50'

MT-02

10' - 8"

LEVEL 6 151.17'

FB-02 (STRIPES)

MT-03

(STRIPES)

10' - 8"

103' - 8 5/8" BUILDING HEIGHT

LEVEL 7 161.83'

FB-02

MT-01 MT-02

FB-01

11' - 4"

LEVEL 8 172.50'

11' - 6"

ROOF 183.17'

MT-02 MT-03

10' - 0"

PARAPET 189.17'

FB-01

SCREENED

LOADING ENTRY EAST ELEVATION (ROLL-UP DOOR) (BUILDING C) UB-01 (FB-01 STRIPES)

UB-01

FB-01

RANDOLPH ROAD Affordable Housing, LIHTC | Montgomery County, MD Design Development - Construction Documents | Bonstra Haresign Architects (BHA)

Randolph Road is public-private partnership between Montgomery County and AHC Inc.a long-time client of BHA. AHC specializes in affordable and mixed-income housing in Washington DC, Maryland, and Virginia. The goal of this project is to redevelop an underutilized 6.07 acre site in conjunction with the Viers Mill Corridor Master Plan. The design focuses on adding density, diverse housing opportunities, affordable housing, and community space. The site provides a

unique opportunity to transition between single family housing and a commercial core. This project will add a spectrum of housing into the existing typology gap in the local context. Housing types provided on site include single-family homes, multiplex walkups, and multifamily buildings. This plan was designed as a community-driven project that will provide necessary housing to people of varying incomes in the county. Construction is planned to commence in 2022.

NG 3

I BUILD

BUILDING 1

PARTI / CONCEPT The overall design organizes the buildings along a half-acre park that draws pedestrians into the site and creates programmed community green space. Different scales and typologies provide better access to housing opportunities for a greater range of people in the community, which addresses what is known as the “missing middle.” The project includes 192 affordable rental units with increased bedroom counts for families, affordable condominium ownership, and three Habitat for Humanity single-family homes.

MATERIAL LEGEND

BUILDING 1: FINAL ELEVATION & FLOOR PLANS 07

13.A

CORRUGATED METAL PANEL - RUST

BRICK 3A - DARKER TAN

13.B

CORRUGATED METAL PANEL - GREY

CMU 1 (8x4x16) - RED

RESIDENTIAL WINDOWS - TBD, GREY

CMU SCREEN - RED (COURSING TBD)

METAL COPING - LIGHT GREY

CEMENT BOARD PANEL/SIDING A

PAINTED - LIGHT GREY

CEMENT BOARD PANEL/SIDING B

METAL POST PAINTED - MEDIUM GRE

CEMENT BOARD - DARK GREY

METAL ENTRY CANOPY

ACM - MEDIUM GREY

METAL RAILINGS - GREY

ACM - LIGHT GREY

ALUMINUM STOREFRONT

CEMENT BOARD - MEDIUM GREY

STAIR ROOF PLAN 443.42'

ROOF 435.42'

11' - 4"

LEVEL 5 424.08'

11' - 4"

LEVEL 4 412.75'

11' - 4"

LEVEL 3 401.42'

OPEN

STAIR ROOF PLAN 443.42' 09

2 BED

1-220 16' - 4"

REF. 12' - 0"

REF.

1-224

REF.

ELEV

1-215

MEP WH

REF.

5 A0501.1 3 BED

DW 2 BED

DW 1 BED

3' - 1 1/2"

23' - 2 7/8"

7' - 6 1/2"

22' - 6 1/2"

7' - 6 1/2"

22' - 6 1/2"

7' - 6 1/2"

22' - 6 1/2"

7' - 6 1/2"

22' - 6 1/2"

7' - 6 1/2"

32' - 3 7/8"

22' - 6 1/2"

7' - 6 1/2"

22' - 6 1/2"

CIVIL

660 SF (U.D.F.) 27' - 11 1/2"

820 SF 30' - 1"

7' - 7 1/8"

4' - 5 3/4"

7' - 6 1/2"

1-211

1-212

4' - 5 7/8"

101 N UNION ST, SUITE ALEXANDRIA, VA 2231 (703) 548-5010

1196 SF

REF.

2 BED

1-213

30' - 1"

PARKER RODRIGUEZ

1-210

ELEVATION

823 SF

4' - 5 1/8"

30' - 1"

LEVEL 1 378.75' G1 GARAGE 377.75' G2 GARAGE ELECTRIC 368.63' ROOM G2 GARAGE365.75' - LOW 367.25'

1-223

REF.4 REF. NORTHWEST A1-200 1/16" = 1'-0"

822 SF

LEVEL 2 390.08'

STAIR 2

LAUNDRY 166 SF

1-214

4' - 5 3/4"

2 BED

2 BED 895 SF (U.D.F.) 36' - 2 1/4"

1012 SF (U.D.F.)

1-216

33' - 9 7/8"

4' - 5 3/4"

1013 SF

REF.

864 SF

30' - 1"

1-208

(TYPE A/UFAS) LEVEL 1 378.75' G1 GARAGE 377.75' G2 GARAGE ELECTRIC 368.63' ROOM DW G2 GARAGE365.75' - LOW 367.25'

5 A0503.1

TEL/DATA

1-207

669 SF

2 BED

-9 44'

1/2"

4' - 5 3/4"

669 SF

2 BED

1-217 822 SF

817 SF 30' - 1"

4' - 5 3/4"

669 SF

2 BED

1-218

819 SF 30' - 1"

4' - 5 3/4"

1-206

REF.

2 BED

1-219

1201 SF

1-205

2 BED

2230 NORTH FAIRFAX DRIVE SILVER SPRING,SUITE MD10020902

3' - 0"

3 BED

1-204

REF.DW

1 BED

F. RE

REF.

1 BED

37' - 1"

A.8

REF.

18' - 0" 3' - 6"

55' - 1 1/8" 67' - 1 1/8"

2 NORTH ELEVATION REF. A1-200 1/16" = 1'-0"

REF.

1 BED

REF.

1' - 5"

BRICK COURSING BANDS

35' - 2 1/2"

LEVEL 2 390.08'

205 N FREDERICK AVE, SUI GAITHERSBURG, MD 20 (301) 936-1133

LEVEL 3 401.42'

1/4"

23' - 8 1/4"

A0202.1

REF.

23' - 6"

1-209 1357 SF (TYPE A/UFAS)

-1 17'

ELEVATION

STAIR 1

23' - 6"

JOHNSON BERNA ASSOCIATES, INC

LEVEL 4 412.75'

3 BED

24.31°

7/8"

3 NORTHEAST A1-200 1/16" = 1'-0"

669 SF

29' - 0 1/8"

-8 26'

8 A0503.1

1-203

1-202

709 SF (TYPE A/UFAS)

23' - 6"

1 BED

1-201

23' - 6"

28' - 11 7/8"

LEVEL 3 401.42'

1 2.1 A020

1-222

28' - 11 3/8"

3/4"

TRASH

23' - 6"

1 BED

LEVEL 1 378.75' G1 GARAGE 377.75' G2 GARAGE UP ELECTRIC 368.63' ROOM G2 GARAGE365.75' - LOW 367.25' CORRIDOR DN

ELEV

29' - 0 3/4"

-9 73'

LEVEL 4 412.75' 5' - 2"

20' - 6"

F. RE

1256 SF

3' - 4"

1825 K STREET NW SUITE WASHINTON, DC 2000 (202) 216-0039

1-221

BRICK COURSING BANDS

31' - 10 1/2"

LEVEL 2 390.08' BRICK COURSING BANDS

25' - 8"

273' - 9 7/8"

D 3 BED

043' - 4"

12' - 0"

5/8" - 10 38' " - 9 1/2 44'

REF.

17' - 5 1/4"

LEVEL 3 401.42'

7/8"

7' - 3 3/4"

3-9

-3 29'

17' - 11 1/4"

CAPITOL ENGINEER GROUP

424.08'

LANDSCAPE

A0201.1

11 LEVEL 4 412.75'

20' - 3"

ROOF 435.42'

D' 5 LEVEL

LEVEL 5 424.08'

15871 CRABBS BRANCH ROCKVILLE, MD,2085 (301) 590-0071

21' - 5"

ROOF 435.42'

08 LEVEL 5 424.08'

RATHGEBER / GO ASSOCIATES

STAIR ROOF PLAN 443.42'

AHC, INC.ROAD 4010 RANDOLPH

ROOF 435.42'

08 08

B.8

BRICK COURSING BANDS

02 STRUCTURAL

STAIR ROOF PLAN 443.42'

SOLDIER COURSE BAND

02 03

CLIENT

BRICK COURSING BANDS

LEVEL 1 378.75' G1 GARAGE 377.75' G2 GARAGE ELECTRIC ROOM368.63' 365.75' - LOW G2 GARAGE 367.25'

OPEN

1 EAST ELEVATION A1-200 1/16" = 1'-0"

2' - 3"

OPEN

.69 °

OPEN

LEVEL 2 390.08'

11' - 4"

HIGH-SPEED, SPRINGLESS LOADING DOOR WITH ANODIZED ALUMINUM PANELS

AHC, INC.

BRICK 3 - TAN

03A

22' - 6 1/2"

7' - 6 1/2"

- 10 38'

14'

5/8"

16' - 0 5/8"

300' - 5 3/4" 12' - 0"

3' - 4"

25' - 8"

1 “Where specific building materials are identified, substitutions with different building 1.1 materials may be permitted by Staff, as long as the substitution is in keeping with the 2 3 4 4.3 5 5.8 6 character and design intent approved by the Planning Board and shown on the 1 BLDG 1 - LEVELS 2-5 FLOOR PLAN Certified Site Plan. ” A0102.1 3/32" = 1'-0"

3' - 4"

20' - 6"

5' - 2"

58' - 0 1/8"

1 A0301.1

6.8

8 8.2

28' - 11 7/8"

29' - 0 1/8"

13'

16'

32'

CLIENT

17' - 5 1/4"

64'

Bonstra Ha

RATHGEBER / GO ASSOCIATES

SCALE: 1/16" = 1'-0"

65' - 10 1/4"

55' - 9 1/8"

3' - 6"

10' - 1 1/8"

104

103

102

UP 372.17'

2 A0502.1

4 A0502.1

DATE: PROJECT NO: DRAWN BY: CHECKED BY:

32'

118

ARCHITECTS

- 10 38'

5/8"

CLIENT

152' - 7 3/8"

12' - 0"

3' - 4"

25' - 8"

3' - 4"

20' - 6"

5' - 2"

29' - 0 3/4"

1.1

A0200.1

1 A0301.1

4.3

5.8

6.8

8 8.2

28' - 11 7/8"

RATHGEBER / GO ASSOCIATES

29' - 0 1/8"

13'

15871 CRABBS BRANCH ROCKVILLE, MD,208 (301) 590-0071

CAPITOL ENGINEE GROUP

LEVEL 1 FLOOR PLAN

1825 K STREET NW SUIT WASHINTON, DC 200 (202) 216-0039

MEP

1 BLDG 1 A0101.1 3/32" = 1'-0"

28' - 11 3/8"

STRUCTURAL

17' - 5 1/4"

LINE

7' - 3 3/4"

MATCH FOLD

17' - 11 1/4"

20' - 3"

A0102

202 588 9373 T

14'

306' - 6 1/8" 21' - 5"

LEVELS 2-5 FLOOR PL

1728 Fourteenth Street, NW, Suite 300 Washington, DC 20009-4309

www.bonstra.com

153' - 10 5/8"

12' - 3"

Bonstra Haresign

WATER ROOM

16' C

.69 °

105

CIVIL

A0201.1

MEP

LEASING OFFICE / CONF

LANDSCAPE

18' - 0"

A0202.1

23' - 8 1/4" 3' - 0" 16' - 4"

AST MNGMT

101 N UNION ST, SUITE ALEXANDRIA, VA 2231 (703) 548-5010

1/4"

PROP MNGMT FILE ROOM

SCALE: 3/32" = 1'-0"

101

109

-1 17'

OFFICE SUITE

RES SERVICES

110

110.a

ELEV

COMMUNITY CENTER

COMMUNITY KITCHEN

111

1 A0501.1

1 A0503.1

001

7/8"

107

PARKER RODRIGUEZ

-8 26'

UNISEX

106

- 2" 73'

378.75'

100.a WORK ROOM

C' FD

X11: STANDARD BRICK - WOOD STUD X12: CEMENT BOARD PANEL - WOOD STUD X13A: MCALUMINUM COMPOSITE PANEL - WOOD STUD X13B: ALUMINUM COMPOSITE PANEL - WOOD STUD X13C: ALUMINUM COMPOSITE PANEL - WOOD STUD X13D: ALUMINUM COMPOSITE PANEL - WOOD STUD X15: THIN BRICK - WOOD STUD DN X16: CORRUGATED METAL PANEL - WOOD STUD STAIR 2 X17: CEMENT BOARD LAP SIDING - WOOD STUD UP X21: STANDARD BRICK - CMU BACKUP WALL X22: CEMENT BOARD PANEL - CMU BACKUP WALL X24: 4" CMU VENEER - CONCRETE BACKUP WALL

PARKING 26

X1: STANDARD BRICK IT - METAL STUD STORAGE / FD EXCOMPOSITE PANEL - METAL STUD X3A: ALUMINIUM MAINTENANCE X3B: ALUMINIUM COMPOSITE PANEL - METAL STUD 119 X3C: ALUMINIUM COMPOSITE PANEL - METAL STUD X3D: ALUMINIUM COMPOSITE PANEL - METAL STUD X4A: 6" CMU VENEER - METAL STUD X4B: 4" CMU VENEER - METAL STUD

JOHNSON BERNA REVISIONS ASSOCIATES, INC 1 CDA 205 SETN FREDERICK AVE, SUI 2 DD SETGAITHERSBURG, MD 20 (301) 936-1133 3 PRELIM. BID SET 4 PERMIT SET

1 2.1 A020

UPPER LANDING

TABLE/CHAIR STORAGE

108 LIBRARY / LOUNGE

M1: 8X8X16 STANDARD CMU BLOCK M2: 4X8X16 EXTERIOR EXPOSED CMU, FINISH TBD M2A: 6X8X16 EXTERIOR EXPOSED CMU, FINISH TBD

377.75'

LOADING BELOW

29' - 0 1/8"

PACKAGE/MAIL

1825 K STREET NW SUITE WASHINTON, DC 2000 (202) 216-0039

X " 5/8 - 10 38' REQUIREMENTS SEE SHEETS A1000-01 FOR SPECIFIC DETAILING - 2" 44' C: CAST-IN-PLACE CONCRETE

100.b

4' - 10"

TRASH CHUTE AND COMPACTOR TO 2CU. YD BIN, CHUTES INTERNATIONAL 3-9 RECYCLING CHUTE TO 2 CU. YD. BIN. , CHUTES INTERNATIONAL 28' - 11 7/8"DRAWINGS GENERATOR FLUE EXHAUST, SEE MECHANICAL MOP SERVICE BASIN WITH SERVICE FAUCET AND MOP HANGER CALL BOX, MOUNT 48" MAX TO OPERABLE PARTS H.C. AUTOMATIC DOOR OPERATOR BUTTON, MOUNT 48" MAX TO OPERABLE PARTS FIRE ALARM ANNUNCIATOR PANEL WALK OFF MAT ELECTRIC METER STACK, SEE ELECTRICAL DRAWINGS. MECHANICAL & ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS DUCT / SHAFT, SEE MEP DRAWINGS LAUNDRY SUPPLY, RETURN, EXHUAST DUCTS, SEE MEP DRAWINGS FULL-HEIGHT METAL MESH FENCE ADA HOSE BIB LOCATIONS P P 1/4" GAP, LEVELS P 3-5 (BUILDING 1)P 2X6 PRESSURE TREATED DECKING WITH MIN DUAL STAGE FLOOR DRAIN AT LEVEL 2 CONCRETE DECK LOCATIONS ONLY (BUILDING 1) WHEEL STOPS, TYP. ELECTRIC SURFACE MOUNTED WALL HEATER REFER TO A0900 SHEET FOR ADA SIGNAGE AND STRIPING DETAILS PROVIDE PAINTED PARKING ASSIGNMENT NUMBERS FOR EACH PARKING STALL, COORDINATE WITH OWNER.

C B.8

3' - 4"

19. 20. 28' - 11 3/8" 21. 22. 8 23. A0502.124. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38.

www.bonstra.com

WALL TYPES:

*NOT ALL SHEET NOTES APPLY TO EACH BUILDING

1. EMBED STEEL CORNER GUARDS AT COLUMNS/WALLS FACING PARKING & DRIVE AISLE, TYP. 2. CONCRETE SITE WALL - 2" 29' SURFACE; - 0 3/4" 3.20' - 6"HANDRAIL - 34" - 38"5' ABOVE TREAD NOSING,RAMP WITH EXTENSIONS GUARDRAIL - 42" MIN. ABOVE ADJACENT SURFACE/GRADE 273' - 9 1/8" 4. 5. EXHAUST, SEE MECH DWGS FOR FREE AREA 6. LOUVER, SEE MECH DWGS FOR FREE AREA 7. VEHICULAR BOLLARD EXIT 8. ELECTRIC VEHICLE CHARGING STATION, REFER TO ELECTRICAL DRAWINGS DN 9. CONVEX DRIVEWAY TRAFFIC SAFTEY MIRROR 10. CONCRETE WINDOW WELL/AREAWAY 11. DUAL ROOF DRAIN (PRIMARY & SECONDARY), SEE PLUMBING DRAWNGS 12. ROOF DRAIN PIPE, WRAP IN SOUND BATT INSULATION, PROVIDE THROUGH-PENETRATION FIRE STOPS, DISCHARGE TO BIORETENTION. SEE PLUMBING/CIVIL DRAWINGS VAN BIKE (44) FD 13. TBD SECONDARY DRAIN DISCHARGE TO BIORET., DISCHARGE 4' FROM BLDG. FACE 117 14. SINGLE-PLY TPO ROOFING MEMBRANE 15. ROOF EQUIPEMENT ON PAD/CURB, SEE MECH DWGS, TYP. 16. ROOF EQUIPMENT ACCESS4'WALKWAY PAD PER ROOFING MANUFACTURER - 0 5/8" 17. ROOF HATCH, BILCO THERMALLY BROKEN 30"X36" 18. FIXED ROOF ACCESS ALUMINUM DN LADDER RAMP

7/8"

14. PROVIDE SPRINKLERS THROUGHOUT, INCLUDING CONCEALED COMBUSTIBLE SPACES AS REQUIRED BY NFPA 13 AND NFPA 13R, LOCATIONS PER CODE DIAGRAMS ON SHEET 0004.1-3 7' - 3 3/4" 17' - 5 1/4" 12' - 0" 3' - 4" 25' - 8" 15. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. BEARING WALLS TO BE RATED ACCORDING TO THE CODE SUMMARY BASED ON CONSTRUCTION TYPE. 6 16. ALL ROOFING INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL A0502.1 ROOFING CONTRACTORS ASSOCIATION (NRCA) AND THE MANUFACTURER'S REQS. AND RECOMMENDATIONS. 17. ALLDNSHEETEXIT METAL INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA) REQS. AND RECOMMENDATIONS. 18. ROOF MEMBRANE SHALL BE INCLUDED IN A SINGLE SOURCE WARRANTY SYSTEM. 19. SLOPE CONCRETE SLAB MIN 1/8" / FT TOWARDS FLOOR DRAINS, U.N.O. 20. INSTALL CORNER GUARDS AT EXPOSED CONCRETE COLUMNS AND CMU WALLS WHEN ADJACENT TO PARKING SPACES & DRIVE AISLES. 21. ON BUILDING 1, PROVIDE 10X10 UNDERSLAB DRAINAGE. COORDINATE WITH PLUMBING. 22. ALL BALCONIES SHOULD DRAIN AWAY FROM BUILDING, MIN 1/8" / FT. CHILDCARE 23. ALL UNIT CLOSETS2 SHOULD HAVE WIRE SHELVING U.N.O. DESIGNATED UTILITY CLOSET DOES NOT GET WIREA0500.1 SHELVING. 116 24. COORDINATE FF ELEVATIONS FOR BUILDING 2S WITH CIVIL. 25. ALL ELECTRICAL J-BOXES LOCATED IN DEMISING, CEILINGS, CORRIDOR, & EXTERIOR WALLS TO BE FULLY SEALED.

-3 29'

DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. VERIFY DIMENSIONS WITH FIELD CONDITIONS. IF DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND 2' - 3" 21' - 5" 20' - 3" 17' - 11 1/4" DRAWINGS, CONTACT ARCHITECT FOR RESOLUTION BEFORE PROCEEDING. 2. ALL DIMENSIONS ARE SHOWN FROM FACE OF STUD TO FACE OF STUD U.N.O. 3. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION SHALL BE IN THE SAME PLANE ACROSS VOIDS. 4. PROVIDE AND INSTALL WOOD BLOCKING OR LIGHT GAUGE METAL BACKING PLATE AS REQUIRED AT ALL WALL-HUNG SHELVING, CABINETS, WOOD PANELS, EQUIPMENT, LIGHT FIXTURES AND OTHER MILLWORK WITHIN GWB CONSTRUCTION. 5. ALL INTERIOR PARTITIONS TO BE TYPE 11 U.NO. 6. PARTITION TYPES ABOVE DOOR AND OTHER OPENINGS ARE TO BE THE SAME AS ADJACENT FITNESS PARTITION U.N.O. 114 7. DASHED LINE INDICATES SOFFIT OR OTHER CONSTRUCTION ABOVE 8. SEE A0600 SERIES FOR ENLARGED COMMON AREA AND UNIT PLANS. 9. SEE A0700 SERIES (RCP DRAWINGS) FOR LIGHTING AND CEILING INFORMATION. 10. SEE A1000 SERIES FOR SCHEDULES OF WALL TYPES, FLOOR AND ROOF CEILING ASSEMBLIES, DOORS, WINDOWS, FIXTURES, AND FINISHES. 4 11. THE PROJECT MUST COMPLY WITH THE NGBS CHECKLISTA0503.1 AS ADMINSTERED BY MCGRANN (NGBS GOLD). WOMEN'S DN STAIR 1 12. ALL DWELLING UNITS SHALL BE "TYPE B" IN COMPLIANCE WITH ACCESIBILITY REQUIREMENTS 113 OF ICC / ANSI A117.1-2009. ADDITIONALLY, UNITS IDENTIFIED ON UNIT MATRIXELEV AND PLANS UP MEN'S SHALL COMPLY WITH "TYPE A" REQUIREMENTS. TRASH 13. 112 ALL FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF FLOOR 115STRUCTURE OR SLAB TO THE UNDERSIDE OF FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE; OR TO THE FIRE CORRIDOR RESISTANCE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE WHERE WALL COR RATING IS EQUAL TO OR LESS THAN FLOOR/ROOF RATING.

1728 Fourteenth Str CAPITOL ENGINEER Washington,GROUP DC 200

D' FLOOR PLAN SHEET NOTES:

FLOOR PLAN GENERAL NOTES

15871 CRABBS BRANCH ROCKVILLE, MD,2085 (301) 590-0071

STRUCTURAL

7' - 3 3/4"

LINE

17' - 11 1/4"

MATCH FOLD

20' - 3"

21' - 5"

A0200.1

2' - 3"

2230 NORTH FAIRFAX DRIVE SUITE 100

TRELLIS - WOOD/WOOD LOOK

2230 NORTH FAIRFAX DRIVE SILVER SPRING, MD 20902 SUITE 100

ACM - RUST RED ACCENT COLOR

*Not all shown are on each building *Colors and materials are for reference only and are not final

BRICK 2 - DARKER RED

BRICK 1 - RED

AHC, INC. 4010 RANDOLPH ROAD

368.63'

204 SF

CIVIL

16'

005

32'366 SF

Bonstra Haresign ARCHITECTS

SCALE: 3/32" = 1'-0" P

372.17'

1728 Fourteenth Street, NW, Suite 300 Washington, DC 20009-4309

C - 4" 45' 5/8" - 10 38'

www.bonstra.com

202 588 9373 T

150' - 6 5/8"

3' - 4"

24' - 9"

12' - 0"

3' - 4"

25' - 8"

3' - 4"

20' - 6"

5' - 2"

29' - 0 3/4"

1 A0301.1

4.3

5.8

6.8

28' - 11 3/8"

8.2

28' - 11 7/8"

14' 29' - 0 1/8"

LINE

17' - 11 1/4"

MATCH FOLD

20' - 3"

2 1 BLDG 1 A0100.1 3/32" = 1'-0"

119' - 7 3/4"

306' - 10 3/8" 21' - 5"

2' - 3"

1.1

A0200.1

33' - 3 7/8"

LEVEL 1 FLOOR PLA

A0101

LOBBY ABOVE

.69 °

366.50'

368.63'

LANDSCAPE

A0201.1

P P

22' - 0"

006

10' - 1 1/8"

16' - 4"

FIRE COMMAND CENTER

13'

LEVEL G2 GARAGE FLOOR PLAN FLOOR PLAN SHEET NOTES:

FLOOR PLAN GENERAL NOTES 1. 2. 3. 4.

1. 2. 3. 4. 5. 6. 7. 8.

*NOT ALL SHEET NOTES APPLY TO EACH BUILDING

EMBED STEEL CORNER GUARDS AT COLUMNS/WALLS FACING PARKING & DRIVE AISLE, TYP. CONCRETE SITE WALL HANDRAIL - 34" - 38" ABOVE TREAD NOSING,RAMP SURFACE; WITH EXTENSIONS GUARDRAIL - 42" MIN. ABOVE ADJACENT SURFACE/GRADE EXHAUST, SEE MECH DWGS FOR FREE AREA LOUVER, SEE MECH DWGS FOR FREE AREA VEHICULAR BOLLARD ELECTRIC VEHICLE CHARGING STATION, REFER TO ELECTRICAL DRAWINGS

19. 20. 21. 22. 23. 24. 25. 26.

TRASH CHUTE AND COMPACTOR TO 2CU. YD BIN, CHUTES INTERNATIONAL RECYCLING CHUTE TO 2 CU. YD. BIN. , CHUTES INTERNATIONAL GENERATOR FLUE EXHAUST, SEE MECHANICAL DRAWINGS MOP SERVICE BASIN WITH SERVICE FAUCET AND MOP HANGER CALL BOX, MOUNT 48" MAX TO OPERABLE PARTS H.C. AUTOMATIC DOOR OPERATOR BUTTON, MOUNT 48" MAX TO OPERABLE PARTS FIRE ALARM ANNUNCIATOR PANEL WALK OFF MAT

WALL TYPES:

SILVER SPRING, MD 20902

1/2" / 1'-0"

366.50'

DATE: PROJECT NO: DRAWN BY: CHECKED BY:

UTILITY

0' ELEV

A.8

7 A0503.1

4 A0501.1

4010 RANDOLPH ROAD

55' - 9 1/8"

65' - 10 1/4"

22' - 0"

18' - 0" 3' - 0"

1/4"

002

BIKES (24) 516 SF

CDA SET PARKER RODRIGUE DD SET PRELIM.101BIDN UNION SET ST, SUITE ALEXANDRIA, VA 223 PERMIT SET (703) 548-5010

367.25'

-1 17'

X21: STANDARD BRICK - CMU BACKUP WALL X22: CEMENT BOARD PANEL - CMU BACKUP WALL X24: 4" CMU VENEER - CONCRETE BACKUP WALL

15992 SF

404 SF

7/8"

A0202.1

365.75' X11: STANDARDDN BRICK - WOOD STUD X12: CEMENT BOARD PANEL - WOOD STUD X13A: ALUMINUM COMPOSITE PANEL - WOOD STUD X13B: ALUMINUM COMPOSITE PANEL - WOOD STUD X13C: ALUMINUM COMPOSITE PANEL - WOOD STUD X13D: ALUMINUM COMPOSITESTAIR PANEL - WOOD 2 STUD X15: THIN BRICK - WOOD STUD X16: CORRUGATED METAL PANEL - WOOD STUD UP X17: CEMENT BOARD LAP SIDING - WOOD STUD

1 2 3 4

368.63'

003

X1: STANDARD BRICK - METAL STUD X3A: ALUMINIUM COMPOSITE PANEL - METAL STUD ELECTRIC ROOM X3B: ALUMINIUM COMPOSITE PANEL - METAL STUD X3C: ALUMINIUM COMPOSITE PANEL - METAL STUD 004 X3D: ALUMINIUM COMPOSITE PANEL - METAL STUD FD 554 SF X4A: 6" CMU VENEER - METAL STUD X4B: 4" CMU VENEER - METAL STUD

24.31°

GENERATOR ROOM

-8 26'

PARKING 45

M1: 8X8X16 STANDARD CMU BLOCK M2: 4X8X16 EXTERIOR EXPOSED CMU, FINISH TBD M2A: 6X8X16 EXTERIOR EXPOSED CMU, FINISH TBD

1 2.1 A020

GARAGE

REVISIONS

C: CAST-IN-PLACE CONCRETE

29' - 0 1/8"

- 2" 73'

4 A0500.1

1.20' - 6"EMBED STEEL CORNER FACING PARKING & DRIVE AISLE, TYP. 5' - 2" GUARDS AT COLUMNS/WALLS 29' - 0 3/4" 2. CONCRETE SITE WALL 3. HANDRAIL - 34" - 38" ABOVE TREAD NOSING,RAMP SURFACE; WITH EXTENSIONS 4. GUARDRAIL - 42" MIN. ABOVE ADJACENT SURFACE/GRADE 5. EXHAUST, SEE MECH DWGS FOR FREE AREA 6. LOUVER, SEE MECH DWGS FOR FREE AREA 7. VEHICULAR BOLLARD 8. ELECTRIC VEHICLE CHARGING STATION, REFER TO ELECTRICAL DRAWINGS 9. CONVEX DRIVEWAY TRAFFIC SAFTEY MIRROR 10. CONCRETE WINDOW WELL/AREAWAY 11. DUAL ROOF DRAIN (PRIMARY & SECONDARY), SEE PLUMBING DRAWNGS 12. ROOF DRAIN PIPE, WRAP IN SOUND BATT INSULATION, PROVIDE THROUGH-PENETRATION PFIRE STOPS, DISCHARGE P P P P P TO BIORETENTION. SEE PLUMBING/CIVIL DRAWINGS 13. TBD SECONDARY DRAIN DISCHARGE TO BIORET., DISCHARGE 4' FROM BLDG. FACE 14. SINGLE-PLY TPO ROOFING MEMBRANE 15. ROOF EQUIPEMENT ON PAD/CURB, SEE MECH DWGS, TYP. 16. ROOF EQUIPMENT ACCESS WALKWAY PAD PER ROOFING MANUFACTURER 17. ROOF HATCH, BILCO THERMALLY BROKEN 30"X36" 18. FIXED ROOF ACCESS ALUMINUM LADDER

27' - 2 1/4"

274' - 4 3/4"

JOHNSON BERN ASSOCIATES, IN

- 2" SEE SHEETS A1000-01 FOR SPECIFIC DETAILING 44' REQUIREMENTS

7/8"

B.8

3' - 4"

3-9

TRASH CHUTE AND COMPACTOR TO 2CU. BIN, CHUTES INTERNATIONAL 28' -YD 11 7/8" RECYCLING CHUTE TO 2 CU. YD. BIN. , CHUTES INTERNATIONAL GENERATOR FLUE EXHAUST, SEE MECHANICAL DRAWINGS MOP SERVICE BASIN WITH SERVICE FAUCET AND MOP HANGER EXIT STAIRS ABOVE CALL BOX, MOUNT 48" MAX TO OPERABLE PARTS H.C. AUTOMATIC DOOR OPERATOR BUTTON, MOUNT 48" MAX TO OPERABLE PARTS FIRE ALARM ANNUNCIATOR PANEL WALK OFF MAT ELECTRIC METER STACK, SEE ELECTRICAL DRAWINGS. MECHANICAL & ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS DUCT / SHAFT, SEE MEP DRAWINGS LAUNDRY SUPPLY, RETURN, EXHUAST DUCTS, SEE MEP DRAWINGS P FULL-HEIGHT METAL MESHPFENCE P P HOSE BIB LOCATIONS 2X6 PRESSURE TREATED DECKING WITH MIN 1/4" GAP, LEVELS 3-5 (BUILDING 1)P DUAL STAGE FLOOR DRAIN AT LEVEL 2 CONCRETE DECK LOCATIONS ONLY (BUILDING 1) WHEEL STOPS, TYP. ELECTRIC SURFACE MOUNTED WALL HEATER REFER TO A0900 SHEET FOR ADA SIGNAGE AND STRIPING DETAILS PROVIDE PAINTED PARKING ASSIGNMENT NUMBERS FOR EACH PARKING STALL, COORDINATE WITH OWNER.

-3 29'

14.7' - 3PROVIDE SPRINKLERS INCLUDING SPACES 25' AS - 8" 3/4" 17' - 5THROUGHOUT, 1/4" 12' -CONCEALED 0" 3' -COMBUSTIBLE 4" REQUIRED BY NFPA 13 AND NFPA 13R, LOCATIONS PER CODE DIAGRAMS ON SHEET 0004.1-3 15. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. BEARING WALLS TO BE RATED ACCORDING TO THE CODE SUMMARY BASED ON CONSTRUCTION TYPE. 16. ALL ROOFING INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) AND THE MANUFACTURER'S REQS. AND RECOMMENDATIONS. 17. EXIT ALL SHEET METAL INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA) REQS. AND RECOMMENDATIONS. 18. ROOF MEMBRANE SHALL BE INCLUDED IN A SINGLE SOURCE WARRANTY SYSTEM. 19. SLOPE CONCRETE SLAB MIN 1/8" / FT TOWARDS FLOOR DRAINS, U.N.O. P P COLUMNS AND CMU P WALLS WHENP 20. INSTALL CORNERPGUARDS AT EXPOSED CONCRETE ADJACENT TO PARKING SPACES & DRIVE AISLES. 21. ON BUILDING 1, PROVIDE 10X10 UNDERSLAB DRAINAGE. COORDINATE WITH PLUMBING. 22. ALL BALCONIES SHOULD DRAIN AWAY FROM BUILDING, MIN 1/8" / FT. 23. ALL UNIT CLOSETS SHOULD HAVE WIRE SHELVING U.N.O. DESIGNATED UTILITY CLOSET DOES NOT GET WIRE SHELVING. STAIR24. 1 COORDINATE FF ELEVATIONS FOR BUILDING 2S WITH CIVIL. 25. ALL ELECTRICAL J-BOXES LOCATED IN DEMISING, CEILINGS, CORRIDOR, & EXTERIOR WALLS TO BE FULLY SEALED. PD

1.2' - 3"DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. VERIFY 21' - 5" 20' - 3"DIMENSIONS WITH FIELD 17' - 11 1/4" CONDITIONS. IF DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND DRAWINGS, CONTACT ARCHITECT FOR RESOLUTION BEFORE PROCEEDING. 2. ALL DIMENSIONS ARE SHOWN FROM FACE OF STUD TO FACE OFEXIT STUDSTAIRS U.N.O. ABOVE 3. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION SHALL BE IN THE SAME PLANE ACROSS VOIDS. 4. PROVIDE AND INSTALL WOOD BLOCKING OR LIGHT GAUGE METAL BACKING PLATE AS UP REQUIRED AT ALL WALL-HUNG SHELVING, CABINETS, WOOD PANELS, EQUIPMENT, LIGHT FIXTURES AND OTHER MILLWORK WITHIN GWB CONSTRUCTION. 5. ALL INTERIOR PARTITIONS TO BE TYPE 11 U.NO. TRASH 6. PARTITION TYPES ABOVE DOOR AND OTHER OPENINGS ARE TO BE THE SAME AS ADJACENT UTILITY FD 001B PARTITION U.N.O.MAINTENANCE 001C FD 501 SF ABOVE 7. DASHED LINE INDICATES SOFFIT OR OTHER CONSTRUCTION 001A 286 SF 8. SEE A0600 SERIES FOR419 ENLARGED COMMON AREA AND UNIT PLANS. SF 9. SEE A0700 SERIES (RCP DRAWINGS) FOR LIGHTING AND FD CEILING INFORMATION. 10. SEE A1000 SERIES FOR SCHEDULES OF WALL TYPES, FLOOR AND9 ROOF CEILING ASSEMBLIES, DOORS, WINDOWS, FIXTURES, AND FINISHES. A0503.1 11. THE PROJECT MUSTAREA COMPLY WITH THE NGBS CHECKLIST AS ADMINSTERED BY MCGRANN LOADING (NGBS GOLD). 001 ELEV 12. ALL DWELLING UNITS SHALL BE "TYPE B" IN COMPLIANCE WITH ACCESIBILITY REQUIREMENTS 1173 SF UP OF ICC / ANSI A117.1-2009. ADDITIONALLY, UNITS IDENTIFIED ON UNIT MATRIX AND PLANS FD SHALL COMPLY WITH "TYPE A" REQUIREMENTS. 367.25' 13. ALL FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF FLOOR STRUCTURE OR SLAB TO THE UP DN 368.63' UNDERSIDE OF FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE; OR TO THE FIRE 367.25' RESISTANCE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE WHERE WALL RATING IS20'EQUAL TO OR LESS THAN FLOOR/ROOF RATING. - 8 5/8" DN

19. 28' - 11 3/8" 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. P 31. 32. 33. 34. 35. 36. 37. 38.

205 N FREDERICK AVE, SU GAITHERSBURG, MD 2 (301) 936-1133

WALL TYPES:38' - 10X5/8

*NOT ALL SHEET NOTES APPLY TO EACH BUILDING

FLOOR PLAN SHEET NOTES:

FLOOR PLAN GENERAL NOTES

REVISIONS

1 2 3 4

CDA SET DD SET PRELIM. BID SET PERMIT SET

CMU SCREEN - RED (COURSING TBD)

METAL COPING - LIGHT GREY

CEMENT BOARD PANEL/SIDING A

PAINTED - LIGHT GREY

CEMENT BOARD PANEL/SIDING B

METAL POST PAINTED - MEDIUM GREY

METAL ENTRY CANOPY

CEMENT BOARD - DARK GREY 4 2C - WINDOW ACM - MEDIUM GREY 1/8" = 1'-0" A0000.2

ACM - LIGHT GREY

2 A0000.2

3 A0000.2

TW 362' - 10 5/8"

365' - 11 3/8"

361' - 3"

W AD PATIO

13' - 11 1/2"

LANDSCAPE

BLDG 2B - LEVEL 3 388.62'

361' - 3"

TW 364' - 7"

W PD

PATIO

7 A0000.2

366' - 0"

TW 363' - 11"

BIORETENTION

TW 368' - 8"

361' - 3"

366' - 0"

361' - 3" AD

6 A0000.2

UP UP

357' - 7 7/8"

TW 363' - 3"

REVISIONS

5 03A A0000.2 BRICK COURSING BANDS

BLDG 2B - LEVEL 2 377.28'

361' - 3"

TW 368' - 0" W

BLDG 2B - LEVEL 1 365.95'

357' - 7 3/4"

TW 359' - 7 3/4"

PATIO

W 366' - 0"

PATIO

TW 369' - 4"

13B PD

AD PATIO

13A

366' - 0"

BLDG 2B - LEVEL 2 16 377.28' BRICK COURSING BANDS 03 17 03A 19

AD PATIO

TW 364' - 7"

BLDG 2B - ROOF 399.95'

AD PATIO

TW 370' - 0" PD

ELECTRIC METER LOCATION

BIORETENTION

IVE IE DR COL

TW 363' - 11"

TW 368' - 8"

13A

366' - 0"

2E 361' - 3"

366' - 0"

14 13A

BLDG 2B - LEVEL 3 388.62'

13A

BLDG 2B - LEVEL 1 365.95'

357' - 7 3/4"

361' - 3"

WSSC GRID 216NW04, TAX MAP HQ43

SILVER SPRING, MD 20902

BLDG 2B - ROOF 399.95'

NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR SITE INFORMATION/DETAILS.

4010 RANDOLPH ROAD

2A 2B 2E - EAST ELEVATION (BUILDING 2C, 2F SIMILAR)

PATIO

13A

2 BLDG 2B, DN A2-201 1/8" = 1'-0"

BLDG 2B - LEVEL 1 365.95'

ELECTRIC METER LOCATION

PATIO

2E- NORTH ELEVATION (BUILDING 2C, 2F SIMILAR) 12

AD PATIO

ELECTRIC METER LOCATION PD

AD PATIO

AD PATIO AD PATIO

BLDG 2B - LEVEL 1 365.95'

1 BLDG 2B, A2-201 1/8" = 1'-0"

BLDG 2B - LEVEL 2 377.28' BRICK COURSING BANDS

17 19

BIORETENTION

03 03A

BRICK COURSING BANDS

101 N UNION ST, SUITE 320 ALEXANDRIA, VA 22314

17 13A

BIORETENTION

PARKER RODRIGUEZ, INC

361' - 6 5/8"

W TW 373' - 1 3/8"

6 A0000

BLDG 2B - LEVEL 3 388.62'

PATIO

TW 367' - 3 3/8"

370' - 5 3/8"

8' - 0"

361' - 6 5/8" 365' - 11 3/8"

BLDG 2B - LEVEL 2 377.28'

JBA ASSOCIATES 205 N FREDERICK AVE, SUITE 100 GAITHERSBURG, MD 20877

4 A0000.2

370' - 5 3/8" TW 373' - 1 3/8"

BLDG 2B - ROOF 399.95'

TW 373' - 9 3/8"

BLDG 2B - LEVEL 3 388.62'

AHC, INC.

INTEGRAL COLOR (TBD) US FORMLINER 1-01 AMRIUM, TYP. 361' - 6 5/8"

TW 367' - 11 3/8"

DN UP

WELLS

W AD

365' - 11 3/8"

370' - 5 3/8"

CEMENT BOARD - MEDIUM GREY

AREAS TO BE 06BIORETENTION 12

365' - 11 3/8"

TW 368' - 7 3/8"

ALUMINUM STOREFRONT

1' - 1"

365' - 11 3/8"

5 2F - WINDOW METAL RAILINGS - GREY A0000.2 1/8" = 1'-0"

ALL EXPOSED CONCRETE

370' - 5 3/8"

TW 373' - 9 3/8"

CIVIL

13A

03A 03A 03

WELLS

*Not all shown are on each building *Colors and materials are for reference only and are not final

BLDG 2B - ROOF 399.95'

21' - 6"

RESIDENTIAL WINDOWS - TBD, GREY

14' - 10"

2230 NORTH FAIRFAX DRIVE SUITE 100 ARLINGTON, VA 22201

DRIV E

WELLS

CMU 1 (8x4x16) - RED

DRIVE

CORRUGATED METAL PANEL - GREY

SITE PLAN #820210050 BUSHEY

CORRUGATED METAL PANEL - RUST RED

13.B

PATIO

13A

TRELLIS - WOOD/WOOD LOOK

13.A

BRICK 3A - DARKER TAN

PATIO

2 2A - WINDOW A0000.2 1/8" = 1'-0"

WELLS

BRICK 3 - TAN

PATIO

13A

3 2B - WINDOW A0000.2 1/8" = 1'-0"

PATIO

BUILDING 2A-F: FINAL ELEVATIONS & FLOOR PLANS

BUSH

20' - 9 1/2"

BRICK 2 - DARKER REDAD

APPLICANT

3' - 0" CLEAR

03A

PATIO

23' - 0 1/2"

15' - 6"

15' - 10"

CONCTRETE PATIO ACCESS STAIR AT BUILDING 2F, LEVEL 1. SEE SITE PLAN

3 BLDG 2B, A2-201 1/8" = 1'-0"

2E - SOUTH ELEVATION (BUILDING 2C, 2F SIMILAR)

CURB LOCATIONS

SITE PLAN

4 BLDG 2B, A2-201 1/8" = 1'-0"

DATE: PROJECT NO: DRAWN BY: CHECKED BY:

2E - WEST ELEVATION (BUILDING 2C, 2F SIMILAR)

08/23/2021 2019-029 JG,RA,RK,SS,TW JMG

NOTE: BUILDING 2B ELEVATIONS SHOWN. SEE SHEET A2-202 FOR 1 BUILDING 2 COLOR SCHEMES.

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

10' - 8"

6' - 9" AD

6' - 0"

4' - 0 1/8"

6' - 0" 6' - 0" 4' - 0"

A SW1A

SW1A

WELL

SW1A

REF.

40' - 10"

74' - 6"

6' - 0"

SW1A

37' - 4"

WINDOW

REF.

ELECTRIC METER LOCATION

10' - 4"

2 A0200.2

5' - 0"

2' - 3 1/8"2' - 9"

SW1A

13 A

19 SF

370.45'

2A-105 SW1A

4' - 0"

UTILITY SW1A

101

1 A0500.2

SW1A

PATIO

6' - 0"

REF. DW

921 SF

-1"

6' - 5 5/8"

2 BED 2A-104

4' - 0"

SW1A 12

21' - 10"

13 SW1A

A2-201

SW1A 6' - 1"

202 588 9373 T

15' - 4"

3 BED 2A-101 1129 SF

SW1A

www.bonstra.com

2bc&ef - BUILDING ELEVATIONS

5' - 7 7/8"

WINDOW WELL

ENTRY ELEVATION VARIES PER BUILDING, SEE CIVIL

6' - 0"

6' - 1" 4' - 8" X11A MASONRY FINISH 6' - 7"

100

11' - 0 1/4"

6' - 0"

4' - 0"

6' - 0"

ARCHITECTS

1728 Fourteenth Street, NW, Suite 300 Washington, DC 20009-4309

REF. DW

WELL

Bonstra Haresign

5' - 5 3/4"

1' - 5 3/4"

WINDOW

32'

31' - 10 1/2"

X11A

6' - 2 1/2" MASONRY FINISH 5' - 7 1/2"

4' - 11 7/8"

2' - 6 5/8"

3 BED

BA 4' - 0"

6' - 0"

3' - 3 3/4"

6' - 0"

4' - 3 5/8" 23' - 6"

6' - 0"

X11A

10' - 6"

PATIO

6' - 6 1/2"

4' - 0"

5' - 5"

6' - 0"

2' - 4"

PATIO

X11A

1' - 9"

6' - 0"

2A-103 1380 SF

SW1A

3' - 11 3/8" MASONRY FINISH

X11A

4 BED

SW1A

2' - 4 5/8" MASONRY FINISH

SW1A

X11A

10' - 4"

2A-102 1162 SF (TYPE A/UFAS)

6' - 6 1/2"

37' - 8"

6' - 0"

SEE SHEET A0000.2 - SITE BUILDINGS 2A-F: PLAN FOR AREA DRAINS AND WINDOW WELL LOCATIONS (right page)

The six multiplex buildings (12 units each) engage with the topography of the site and use a pinwheel shape to provide large balconies with views to the park. Buildings 2A-F provide the largest units, and two of the buildings are condominiums.

X11A

3' - 1"

A0200.2

8' - 1 1/2"

6' - 4"

16'

2' - 7 1/2"

78' - 6"

6' - 0"

4' - 5"

SCALE: 1/8" = 1'-0"

PATIO

26' - 10"

Building 1 is the larger multifamily building (84 units) on the site which provides the necessary scale along Randolph Road, which is a major street. The main entrance of the building is situated on axis with the park, which invites pedestrians 1 A0300.2 to the community spaces housed on level 1.

66' - 10"

BUILDING 1: (left page)

A0200.2

A0300.2

X11A

“Where specific building materials are identified, substitutions with different building materials may be permitted by Staff, as long as the substitution is in keeping with the character and design intent approved by the Planning Board and shown on the Certified Site Plan. ”

X11A

6' - 0"

3' - 10 1/4"

2' - 6 3/4" 27' - 4 3/8"

8' - 3 1/4"

6' - 0" 19' - 11 3/4"

4' - 8 1/2" 1' - 0"

70' - 10"

3 A0200.2

1 2A - GROUND A0100.2 1/8" = 1'-0"

FLOOR PLAN (BUILDING 2D SIMILAR)

13.A

CORRUGATED METAL PANEL - RUST RED

BRICK 3A - DARKER TAN

13.B

CORRUGATED METAL PANEL - GREY

CMU 1 (8x4x16) - RED

RESIDENTIAL WINDOWS - TBD, GREY

CMU SCREEN - RED (COURSING TBD)

METAL COPING - LIGHT GREY

CEMENT BOARD PANEL/SIDING A

PAINTED - LIGHT GREY

CEMENT BOARD PANEL/SIDING B

METAL POST PAINTED - MEDIUM GREY

CEMENT BOARD - DARK GREY

METAL ENTRY CANOPY

ACM - MEDIUM GREY

METAL RAILINGS - GREY

ACM - LIGHT GREY

ALUMINUM STOREFRONT

CEMENT BOARD - MEDIUM GREY

*Not all shown are on each building *Colors and materials are for reference only and are not final

AHC, INC.

BRICK 3 - TAN

03A

APPLICANT

BUILDING 3: FINAL ELEVATION, CODE DIAGRAMS, UNIT PLANS

205 N FR GAITH

CIVIL

11 10 08

11 01

101 N ALE

07 LANDSCAPE

PARKE

LEVEL 3 406.67'

LEVEL 1 384.00'

3-2 GUTTER 02

20 SOLDIER COURSE BAND

GRAVEL STOP EDGE FASCIA DOWNSPOUT

1 NORTH A3-200 1/8" = 1'-0"

SITE PLAN #820210050

LEVEL 2 395.33'

AVERAGE GRADE 377.50'

BRICK COURSING BAND

GUTTER GRAVEL STOP EDGE FASCIA

3-B

REVISIONS

GRAVEL STOP EDGE FASCIA

2 BLDG 3 A0103.3 3/16" = 1'-0"

ELEV 1 - ROOF

1 HOUR RATED SHAFT ENCLOSURE PER2 713,4 @ 3 STORIES A0200.3 (UL 415) 37' - 5

UNITS FACING RANDOLPH ROAD MUST MAINTAIN AN STC 55 RATING (UL 302)

1/2"

30 MIN RATED TENANT 402.4.2.1 STC 50: PER 1206.2 (UL 301)

0004.3

1 HOUR RATED EXTERIOR BEARING WALL PER TABLE 601 (UL 302, JH/FCS 60-02)

30 MIN RATED CORRIDOR PER: 1020.1, 1 HOUR PER CONSTRUCTION TYPE VA: TABLE 601 173' - 7 5/8" STC 50: PER 1206.2 (UL 305)

A0300.3SEPARATION:

A0200.3

421.00'

RESIDENTAIL (GSF) R-2 200

1/4" / 1'-0"

3-208

2 HOUR RATED STAIR PER: 707.3.1 & 1023.1 TABLE 722.2.1.1 (UL 906) 421.00'

2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

UNITS FACING RANDOLPH ROAD MUST MAINTAIN AN STC 55 RATING (UL 302)

30' - 0"

3-B 3 A0200.3

25' - 0"

3-A

419.09'

1 HOUR RATED TRASH ROOM ACCESS PER: 713.13.3

421.00'

2 HOUR RATED SHAFT ENCLOSURE FOR TRASH CHUTE NEEDS TO BE SPRINKLED. MUST BE VENTED PER NFPA 82. (UL 415)

2 HOUR RATED SHAFT ENCLOSURE 707.3.1 & 717 (UL 415)

USE GROUPS: R-2 14,057 SF OCCUPANT LOAD: 71

148' - 2 1/4"

3-2

3-3

3-4

PLAN (LEVEL 2-3)

DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. VERIFY DIMENSIONS WITH FIELD CONDITIONS. IF DISCREPANCIES ARE DISCOVERED BETWEEN FIELD CONDITIONS AND DRAWINGS, CONTACT ARCHITECT FOR RESOLUTION BEFORE PROCEEDING. ALL DIMENSIONS ARE SHOWN FROM FACE OF STUD TO FACE OF STUD U.N.O. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION SHALL BE IN THE SAME PLANE ACROSS VOIDS. PROVIDE AND INSTALL WOOD BLOCKING OR LIGHT GAUGE METAL BACKING PLATE AS REQUIRED AT ALL WALL-HUNG SHELVING, CABINETS, WOOD PANELS, EQUIPMENT, LIGHT FIXTURES AND OTHER MILLWORK WITHIN GWB CONSTRUCTION. ALL INTERIOR PARTITIONS TO BE TYPE 11 U.NO. PARTITION TYPES ABOVE DOOR AND OTHER OPENINGS ARE TO BE THE SAME AS ADJACENT 1 HOUR PARTITION U.N.O. RATED SHAFT ENCLOSURE PEROR713,4 DASHED LINE INDICATES SOFFIT OTHER CONSTRUCTION ABOVE @ 3SERIES STORIES SEE A0600 FOR ENLARGED COMMON AREA AND UNIT PLANS. (UL SERIES 415) (RCP DRAWINGS) FOR LIGHTING AND CEILING INFORMATION. SEE A0700 SEE A1000 SERIES FOR SCHEDULES OF WALL TYPES, FLOOR AND ROOF CEILING ASSEMBLIES, DOORS, WINDOWS, FIXTURES, AND FINISHES. THE PROJECT MUST COMPLY WITH THE NGBS CHECKLIST AS ADMINSTERED BY MCGRANN (NGBS GOLD). ALL DWELLING UNITS SHALL BE "TYPE B" IN COMPLIANCE WITH ACCESIBILITY REQUIREMENTS OF ICC / ANSI A117.1-2009. ADDITIONALLY, UNITS IDENTIFIED ON UNIT MATRIX AND PLANS SHALL COMPLY WITH "TYPE A" REQUIREMENTS. ALL FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF FLOOR STRUCTURE OR SLAB TO THE UNDERSIDE OF FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE; OR TO THE FIRE 3-112 RESISTANCE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE WHERE WALL RATING IS EQUAL TO OR LESS THAN FLOOR/ROOF RATING.

A0300.3

3-206

1 HOUR RATED ELEVATOR SHAFT ENCLOSURE: 3006.1 TABLE 722.2.1.1 (UL 906)

3-5

1 A0201.3

FLOOR PLAN SHEET NOTES:

14. PROVIDE SPRINKLERS THROUGHOUT, INCLUDING CONCEALED COMBUSTIBLE SPACES AS REQUIRED BY NFPA 13 AND NFPA 13R, LOCATIONS PER CODE DIAGRAMS ON SHEET 0004.1-3 15. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. BEARING WALLS TO BE RATED ACCORDING TO THE CODE SUMMARY BASED ON CONSTRUCTION TYPE. 16. ALL ROOFING INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) AND THE MANUFACTURER'S REQS. AND RECOMMENDATIONS. 17. ALL SHEET METAL INSTALLATION WILL BE INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA) REQS. AND RECOMMENDATIONS. 18. ROOF MEMBRANE SHALL BE INCLUDED IN A SINGLE SOURCE WARRANTY SYSTEM. FACING RANDOLPH 19. SLOPE CONCRETE SLAB MIN 1/8"UNITS / FT TOWARDS FLOOR DRAINS, U.N.O. ROADCONCRETE MUST COLUMNS MAINTAIN ANWALLS WHEN 20. INSTALL CORNER GUARDS AT EXPOSED AND CMU 55AISLES. RATING ADJACENT TO PARKING SPACESSTC & DRIVE 302)DRAINAGE. COORDINATE WITH PLUMBING. 21. ON BUILDING 1, PROVIDE 10X10(UL UNDERSLAB 22. ALL BALCONIES SHOULD DRAIN AWAY FROM BUILDING, MIN 1/8" / FT. 23. ALL UNIT CLOSETS SHOULD HAVE WIRE SHELVING U.N.O. DESIGNATED UTILITY CLOSET DOES NOT GET WIRE SHELVING. 24. COORDINATE FF ELEVATIONS FOR BUILDING 2S WITH CIVIL. 25. ALL ELECTRICAL J-BOXES LOCATED IN DEMISING, CEILINGS, CORRIDOR, & EXTERIOR WALLS TO BE FULLY SEALED.

3-6

3-7

3-8

WALL TYPES:

*NOT ALL SHEET NOTES APPLY TO EACH BUILDING

19. TRASH CHUTE AND COMPACTOR TO 2CU. YD BIN, CHUTES INTERNATIONAL EMBED STEEL CORNER GUARDS AT COLUMNS/WALLS FACING PARKING & DRIVE AISLE, TYP. 20. RECYCLING CHUTE TO 2 CU. YD. BIN. , CHUTES INTERNATIONAL CONCRETE SITE WALL 21. GENERATOR FLUE EXHAUST, SEE MECHANICAL DRAWINGS HANDRAIL - 34" - 38" ABOVE TREAD NOSING,RAMP SURFACE; WITH EXTENSIONS 22. MOP SERVICE BASIN WITH SERVICE FAUCET AND MOP HANGER GUARDRAIL - 42" MIN. ABOVE ADJACENT SURFACE/GRADE 23. CALL BOX, MOUNT 48" MAX TO OPERABLE PARTS EXHAUST, SEE MECH DWGS FOR FREE AREA 24. H.C. AUTOMATIC DOOR OPERATOR BUTTON, MOUNT 48" MAX TO OPERABLE PARTS LOUVER, SEE MECH DWGS FOR FREE AREA 25. FIRE ALARM ANNUNCIATOR PANEL VEHICULAR BOLLARD 26. WALK OFF MAT ELECTRIC VEHICLE CHARGING STATION, REFER TO ELECTRICAL DRAWINGS 27. ELECTRIC METER STACK, SEE ELECTRICAL DRAWINGS. CONVEX DRIVEWAY TRAFFIC SAFTEY MIRROR 28. MECHANICAL & ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS CONCRETE WINDOW WELL/AREAWAY 29. DUCT / SHAFT, SEE MEP DRAWINGS DUAL ROOF DRAIN (PRIMARY & SECONDARY), SEE PLUMBING DRAWNGS 30. LAUNDRY SUPPLY, RETURN, EXHUAST DUCTS, SEE MEP DRAWINGS ROOF DRAIN PIPE, WRAP IN SOUND BATT INSULATION, PROVIDE THROUGH-PENETRATION 31. FULL-HEIGHT METAL MESH FENCE FIRE STOPS, DISCHARGE TO BIORETENTION. SEE PLUMBING/CIVIL DRAWINGS 30 MIN RATED TENANT 30 MIN RATED CORRIDOR 1020.1, 32. HOSE BIBPER: LOCATIONS 13. TBD SECONDARY DRAIN DISCHARGE TO BIORET., DISCHARGE 4' FROM BLDG. FACE 33. 2X6 PRESSURE TREATED 14. SINGLE-PLY TPO ROOFING MEMBRANE 1 HOUR PER CONSTRUCTION TYPE DECKING WITH MIN 1/4" GAP, LEVELS 3-5 (BUILDING 1) SEPARATION: 402.4.2.1 15. ROOF EQUIPEMENT ON PAD/CURB, SEE MECH DWGS, TYP. VA: TABLE 601 34. DUAL STAGE FLOOR DRAIN AT LEVEL 2 CONCRETE DECK LOCATIONS ONLY (BUILDING 1) STC 50: PER 1206.2 35. 16. ROOF EQUIPMENT ACCESS WALKWAY PAD PER ROOFING MANUFACTURER STC 50: PER 1206.2 WHEEL STOPS, TYP. (UL 301) 36. ELECTRIC SURFACE MOUNTED WALL HEATER 17. ROOF HATCH, BILCO THERMALLY BROKEN 30"X36" (UL 305) 37. REFER TO A0900 SHEET FOR ADA SIGNAGE AND STRIPING DETAILS 18. FIXED ROOF ACCESS ALUMINUM LADDER 38. PROVIDE PAINTED PARKING ASSIGNMENT NUMBERS FOR EACH PARKING STALL, COORDINATE WITH OWNER. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

TYPE VA CONSTRUCTION NFPA 13R SPRINKLED

SEE SHEETS A1000-01 FOR SPECIFIC DETAILING REQUIREMENTS C: CAST-IN-PLACE CONCRETE M1: 8X8X16 STANDARD CMU BLOCK M2: 4X8X16 EXTERIOR EXPOSED CMU, FINISH TBD M2A: 6X8X16 EXTERIOR EXPOSED CMU, FINISH TBD X1: STANDARD BRICK - METAL STUD X3A: ALUMINIUM COMPOSITE PANEL - METAL STUD X3B: ALUMINIUM COMPOSITE PANEL - METAL STUD X3C: ALUMINIUM COMPOSITE PANEL - METAL STUD X3D: ALUMINIUM COMPOSITE PANEL - METAL STUD X4A: 6" CMU VENEER - METAL STUD X4B: 4" CMURATED VENEER - METAL STUD HOUR

1 EXTERIOR BEARING X11: STANDARD BRICK - WOOD STUD WALL PER X12:TABLE CEMENT BOARD601 PANEL - WOOD STUD X13A: ALUMINUM COMPOSITE PANEL - WOOD STUD (UL 302, JH/FCS 60-02)

R-2 200

3-102

3-103

3-104

COMMON PATH: 62' - 9"

234' 0"

FIRE EXT.

1 HR SHAFT (UL 415)

16' 4'

32' 8'

UNITS FACING RANDOLPH ROAD 64' 16' MUST MAINTAIN AN 128' 32' STC 55 RATING (UL 302)

1 HOUR RATED CORRIDOR (UL 305)

3-110

1 HR SHAFT (UL 415)

www

FIRE EXT.

3-109

3-108

2 HOUR RATED STAIR PER: 707.3.1 & 1023.1 TABLE 722.2.1.1 (UL 906)

3-107

133' - 3" EXIT SEPARATION

COMMON PATH: 65' - 5"

3-111

MINIMUM REQUIRED: 234' X 1/3 = 78'

2 HOUR RATED STAIR PER: 707.3.1 & 1023.1 TABLE 722.2.1.1 (UL 906)

Bonst

1728 Was

BUIL DING DIAG ONAL

COMMON PATH: 67' - 0"

1 HOUR RATED ELEVATOR SHAFT ENCLOSURE: 3006.1 TABLE 722.2.1.1 (UL 906)

1 HOUR RATED TRASH ROOM ACCESS PER: 713.13.3

3-106

2 HOUR RATED SHAFT ENCLOSURE FOR TRASH CHUTE PER 713.4 @ 4 STORIES OR MORE NEEDS TO BE SPRINKLED. MUST BE VENTED PER NFPA 82. (UL 415)

2 HOUR RATED SHAFT ENCLOSURE 707.3.1 & 717 (UL 415)

USE GROUPS: R-2 14,057 SF OCCUPANT LOAD: 71 TYPE VA CONSTRUCTION NFPA 13R SPRINKLED

LEVEL 1

3-105

2 BLDG 3 0004.3 1/16" = 1'-0"

X21: STANDARD BRICK - CMU BACKUP WALL X22: CEMENT BOARD PANEL - CMU BACKUP WALL X24: 4" CMU VENEER - CONCRETE BACKUP WALL

SCALE: 1/8" 1/32"==1'-0" 1'-0"

RESIDENTIAL (GSF)1

X13B: ALUMINUM COMPOSITE PANEL - WOOD STUD X13C: ALUMINUM COMPOSITE PANEL - WOOD STUD X13D: ALUMINUM COMPOSITE PANEL - WOOD STUD X15: THIN BRICK - WOOD STUD X16: CORRUGATED METAL PANEL - WOOD STUD X17: CEMENT BOARD LAP SIDING - WOOD STUD

14,057 SF 3-101

COMMON PATH: 74' - 1"

1 HOUR RATED EXTERIOR BEARING WALL PER TABLE 601 (UL 302, JH/FCS 60-02)

3-C

3-207

7' - 0" 10' - 0 7/8"

3/8"

55' - 0"

202 588 9373 T

3-BUIL

2 HOUR RATED STAIR PER: 707.3.1 & 1023.1 2 TABLE 722.2.1.1 (UL 906)

MINIMUM REQUIRED: 234' X 1/3 = 78' 7' - 3"

www.bonstra.com 421.00'

418.55'

POTENTIAL FUTURE SOLAR PANELS

133' - 3" EXIT SEPARATION

ARCHITECTS

1728 Fourteenth Street, NW, Suite 300 Washington, DC 20009-4309

3-209 POTENTIAL FUTURE SOLAR PANELS

23' - 10

3 BLDG 3 - TYPICAL GENERAL NOTES 0004.3 FLOOR 1/16" PLAN = 1'-0"

ROAD MUST MAINTAIN AN Bonstra STC 55 RATING Haresign (UL 302)

1/4" / 1'-0"

3/8"

1/4" / 1'-0"

13 32

3-210

2 A0201.3

UNITS FACING RANDOLPH

32'

68' - 3 5/8"

79' - 1

3-1

16'

33' - 2 5/8"

3/8"

- T.O. SHEATHING LOW POINT

FIRE EXT.

1 HOUR RATED EXTERIOR BEARING WALL PER TABLE 601 (UL 302, JH/FCS 60-02)

1 BLDG 3 A0103.3 1/8" = 1'-0"

3-205

13' - 11 1/2"

1 HR SHAFT (UL 415)

2 A0103.3

33' - 11

POTENTIAL FUTURE SOLAR PANELS

BUIL DING DIAG ONAL

1 HOUR RATED CORRIDOR (UL 305)

419.15'

POTENTIAL FUTURE SOLAR PANELS

234' 0"

POTENTIAL FUTURE SOLAR PANELS

5 A0500.3

3-211

SCALE: 1/8" = 1'-0"

25' - 0"

3-204

419.10'

10' - 0"

4' - 6"

1/4" / 1'-0"

1'-0"

3-203 25' - 0"

419.22'

4' - 0"

1/4" /

ST-2 36 STAIR 1

3 A0201.3

1/4" / 1'-0"

10' - 0"

1 HR SHAFT (UL 415)

27' - 2" DEAD END 16

3-202

419.14'

POTENTIAL FUTURE SOLAR PANELS

FIRE EXT.

25' - 0"

RE FUTU NTIAL LS POTE R PANE SOLA

10' - 0"

421.00'

1/4" / 1'-0"

“Where specific building materials are identified, substitutions with different3-201 building materials may be permitted by Staff, as long as the substitution is in keeping with the 25' - 0" character and design intent approved by the Planning419.00' Board and shown on the Certified Site Plan. ”

UNITS FACING RANDOLPH ROAD MUST MAINTAIN AN STC 55 RATING (UL 302)

14,057 SF

422.67' 421.00'

1/4" / 1'-0"

419.32'

3-212

DATE: PROJECT NO DRAWN BY: CHECKED B

422.67'

15' - 7"

3' - 0 5/8" 5' - 10 1/2"

5' - 10 1/2" 34' - 6 7/8"

6 BLDG 63 - UNIT BLDG112 3A0600.3 1/4" = A0600.3 1'-0" 1/4" = 1'-0"

(3 BED) UNIT 112 (3 BED)

10' - 10 3/4"

34' - 0 3/4"

12' - 4 3/4"

1/2" 6'3' -- 1111/4"

1 A060

3' - 11 1/2"

5 BLDG 53 - UNIT BLDG112 3A0600.3 1/4" = A0600.3 1'-0" 1/4" = 1'-0"

10' - 9 1/4"

(3 BED) UNIT 112- RCP (3 BED) - RCP

10' - 9 1/4" 3' - 0"

10' - 10 3/4"

6'3'- 1- 01/4" 5/8"

34' - 6 7/8"

X12

4' - 8"

9' - 6 1/4"

UD UE

VCT-1

34' - 0 3/4"

(2 BED)

9' - 6 1/4"

3' - 5 3/8"

26' - 1 5/8"

3' - 5 3/8"

10' - 0"

UAUA

9' - 6 1/4"

CLEAR

VCT-1

9' - 6 1/4"

1' - 4"

6' - 5 3/4"

9' - 6 1/4"

3 BLDG 33 - UNIT BED) - RCP BLDGX01-X04 3 - UNIT(2X01-X04 (2 BED) A0600.3 1/4"9' =- 6A0600.3 1/4" 1'-0" 1/4" = 1'-0"

- RCP

4 BLDG 3 A0602.3 1/4" = 1'-0"

1 HOUR RATED BEARING COLUMNS PER CONSTRUCTION TYPE VA: TABLE 601

3' - 7 3/8"

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

3' - 2 1/2"

6' - 3 5/8" 4' - 4 3/4"

WS-b

4' - 1

11 BD CPT-1

5' - 3 2' - 0" CLEAR

B1.

CL-1

WS-c

9' - 9"

5' - 9

30' - 1 7/8"

2 A0602.3 1/4" = 1'-0"

W/D

WS-la

ASSOCIATES

15871 CRABBS BRANCH WAY Primary responsibilities ROCKVILLE, MD,20855 on this project included: (301) 590-0071 BIM modeling, floor plan development, RCPs, roof plans, code diagrams, and CAPITOL ENGINEERING quality control tracking & GROUP management. 1825 K STREET NW SUITE 375 WASHINTON, DC 20006 (202) 216-0039

3' - 4 1/8"

WS-b

STRUCTURAL

TYPE VA

45' - 6"

1 HOUR RATED DWELLING UNIT SEPARATION PER 708.3. STC:50 PER 1206.2 (GA WP3820)

2' - 3 5/8"

X13D

CPT-1

X11

WS-l

*SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

11' - 7 1/4"

72" AFF

18' - 7 1/2"

46" AFF

11' - 8 1/8"

WS-b (A units)

ANSI Accessible Shelving Area

CL-1

CLIENT

WS-b

2' - 0" CLEAR

15' - 8 1/4"

adj. shelf

MEP

CARPET BATHROOM FLOOR TILE ARMSTRONG VINYL COMPOSITE TILE

2 HOUR RATED STAIR PER: 707.3.1 & 1023.1 TABLE 722.2.1.1 (UL 906)

46" AFF

TYPE VA: TABLE 601 UNIT FLOOR FINISHES: STC 50: PER 1206.2 LVT-1 ARMSTRONG (UL WOOD PLANT LVT (OR EQ) 305)

WS-b = BED ROOM CLOSET: 12" DEEP CONT. WHITE WIRE SHELF WITH HANGER BAR. AS SHOWN IN PLAN. WS-l = LINEN/PANTRY CLOSET: 5, 12" DEEP WHITE WIRE SHELVES. WS-c = COAT CLOSET: SINGLE 12" DEEP CONT. WHITE WIRE SHELF WITH HANGER BAR. AS SHOWN IN PLAN. WS-la = LAUNDRY ROOM: SINGLE 12" DEEP CONT. WHITE WIRE SHELF MOUNTED ABOVE WASHER/DRYER.

85" AFF

30 MIN RATED CORRIDOR PER:

XX 1020.1, 1 HOUR PER CONSTRUCTION FINISH LEGEND:

CLOSET WIRE SHELF SCHEDULE:

UNIT INTERIOR LIGHT FIXTURE TYPES: FIXTURE "UA" GENERAL LED SLIM SURFACE MOUNTED DOWNLIGHT (5") FIXTURE "UB" KITCHEN LED LINEAR SURFACE MOUNTED (4') FIXTURE "UC" KITCHEN LED LINEAR UNDERCABINET (LENGTH VARIES) - BID ALTERNATE FIXTURE "UD" BEDROOM LED ROUND SURFACE MOUNTED (12") FIXTURE "UF" BATHROOM BATHROOM FAN FIXTURE "UH" BATHROOM LED WALL MOUNT VANITY SCONCE FIXTURE "CM" UNIT (OUTSIDE) WALL SCONCE

12" 1 2 " 1 9 " 1 2 "

*SEE A0100 SERIES FOR PLAN GENERAL NOTES

LIGHT FIXTURE TYPE LEGEND :

46" AFF

MAILBOXES PACKAGE LOCKER BI-LEVEL DRINKING FOUNTAIN WITH BOTTLE FILLER

2' - 8 1/4"

Personal involvement on this project was limited to 50% DD through CDs. Despite not being involved in the initial design and planning of BLDG 3 - UNIT X12 (4-BED)- PL this project, it was very rewarding to contribute to this mixed-income and diverse typology design that benefits the community and improves RATHGEBER / GOSS the urban planning. 72" AFF

11' - 10 7/8"

18' - 2"

72" AFF

ENLARGED PLAN SHEET NOTES:

10' - 4 1/8"

13 X12

10' - 8 1/2"

- UNIT X11 (4 BED)(TYPE A/UFAS)

13' - 2 3/4"

41' - 0 1/8"

2' - 4 1/2 "

10' - 9"

X12

11 15' - 9 3/8"

4° .5 77

LVT-1

10' - 8 3/8"

WS-b

CPT-1

X13D X12

K2.1 / A0802

4' - 10 1/8"

5' - 0" CLEAR

5' - 4 3/4 "

46" AFF

85" AFF

6' - 8 5/8 "

CLEAR

3.1 / A0801

3' - 8 1/8 "

11' - 10 3/4"

6' - 11"

X13D

adj. shelf

The site also contains another smaller-scale, W/D W/D multifamily building with WS-l 36 units. WS-c WS-l WS-c WS-la WS-la This building’s primary facade is parallel to Randolph Road, which engages with the commercial transit corridor. This front elevation matches the language of the bays from Building 1 to help break down the scale of the long facade. 12" 1 2 " 1 9 " 1 2 "

46" AFF

85" AFF

12" 1 2 " 1 9 " 1 2 "

72" AFF

46" AFF

F1A SW1B 2' - 8 1/4 "

CL-1

CPT-1

2' - 0"

3' - 11 3/8" WS-b

BR-A

adj. shelf

9' -

6' - 6 5/8"

2' - 0" CLEAR

F1A

TILE-4

BD-A

8' - 8 3/8 " CLEAR

5' - 3 1/4"

5' - 3 1/8"

X13D

WS-b (A units)

E.P.

BD-A

WS-b

WS-bWS-b (A units)

7' - 9 1/4 "

WS-b

167.54°

6' - 5" CLEAR TILE-4 BR

LVT-1

B4.3 / A0801

SW1B

11 5' - 8"

4' - 0 1/4 "

6° 2.4 10

2' - 0" CLEAR

X11

WS-l 1' - 2" CLEAR

CL-1

CLEAR

CL-3

WS-b

WS-c

DW 1' - 6 3/4"

4' - 10 3/4"

13' - 5 3/4"

2' - 0"

1' - 9 7/8 "

CL-1

CLEAR

WS-l

2' - 0" CLEAR 5' - 3 1/2"

6 1/8" TO FINISH

2' - 10 7/8" 1' - 5 7/8"

K2.2 / A0802

*SEE FINISH SCHEDULE*SEE FOR FINISH ADDITIONAL INFORMATION. SCHEDULE FOR ADDITIONAL INFORMATION. BD-A

BR 3' - 7 1/4"

REF. 2' - 6"

5' - 0 7/8"

ARMSTRONGLVT-1 WOOD PLANT LVT (OR EQ) ARMSTRONG WOOD PLANT LVT (OR EQ)BD-A CARPET CPT-1 CARPET 8' - 8 1/4" 3' - 10 3/4" BATHROOM TILE-4 FLOOR TILEBATHROOM FLOOR TILE ARMSTRONGVCT-1 VINYL COMPOSITE TILEVINYL COMPOSITE TILE ARMSTRONG

2' - 8" TO FINISH

TILE-4

72" AFF

5' - 2"

CLEAR

5' - 6 3/4"

CPT-1

UNIT FLOOR FINISHES: UNIT FLOOR FINISHES:

37' - 5 1/2" 16' - 11 1/8"

2230 NORTH FAIRFAX DRIVE SUITE 100 ARLINGTON, VA 22201

WS-b

- UNIT X12 (4-BED)- RCP

BUILDING 3: WS-b = BED ROOM CLOSET: DEEP CONT. WHITE 12" WIRE SHELF WITH HANGER AS WITH SHOWN IN PLAN. WS-b12" = BED ROOM CLOSET: DEEP CONT. WHITE WIREBAR. SHELF HANGER BAR. AS SHOWN IN PLAN. WS-l = LINEN/PANTRY CLOSET: 5, 12" DEEP WHITE WIRE5,SHELVES. WS-l = LINEN/PANTRY CLOSET: 12" DEEP WHITE WIRE SHELVES. (left & right pages) WS-c = COAT CLOSET: SINGLE 12" DEEP CONT.SINGLE WHITE 12" WIRE SHELF WITH HANGER AS WITH SHOWN IN PLAN. WS-c = COAT CLOSET: DEEP CONT. WHITE WIREBAR. SHELF HANGER BAR. AS SHOWN IN PLAN. CLOSET WIRE SHELF SCHEDULE: CLOSET WIRE SHELF SCHEDULE:

CLEAR

5' - 2 1/4"

72" AFF

3' - 6 3/8"

UNIT INTERIOR LIGHT FIXTURE TYPES: UNIT INTERIOR LIGHT FIXTURE TYPES: F1B 13 13 FIXTURE "UA" GENERAL LED SLIM SURFACE MOUNTED DOWNLIGHT (5") FIXTURE "UA" GENERAL LED SLIM SURFACE MOUNTED DOWNLIGHT (5") FIXTURE "UB" KITCHEN LED LINEAR SURFACE MOUNTED FIXTURE "UB" KITCHEN LED LINEAR(4')SURFACE MOUNTED (4') WS-la = LAUNDRY ROOM:WS-la SINGLE 12" DEEPROOM: CONT.SINGLE WHITE 12" WIRE SHELF MOUNTED ABOVESHELF WASHER/DRYER. = LAUNDRY DEEP CONT. WHITE WIRE MOUNTED ABOVE WASHER/DRYER. A UTILITY FIXTURE "UC" KITCHEN LED LINEAR UNDERCABINET (LENGTH VARIES) - BID ALTERNATE CLOSET FIXTURE "UC" KITCHEN LED LINEAR UNDERCABINET (LENGTH VARIES) - BID ALTERNATE 9' - 8" 3' - 0" FIXTURE "UD" BEDROOM LED FIXTURE "UD" BEDROOM LED ROUND(12") SURFACE MOUNTED (12") 1' ROUND - 8 1/8" SURFACE MOUNTED CLEAR CLEAR CLEAR FAN FIXTURE "UF" BATHROOM BATHROOM FIXTURE "UF" BATHROOM FAN ANSI ANSI B1.5 / A0800 CL-M2 FIXTURE "UH" BATHROOM LED WALL MOUNT VANITY FIXTURE "UH" BATHROOM LEDSCONCE WALL MOUNT VANITY SCONCE Accessible Accessible XX FIXTURE "CM" UNIT (OUTSIDE) WALL SCONCE FIXTURE "CM" UNIT (OUTSIDE) WALL SCONCE Shelving Area Shelving Area VCT-1 4' - 7 7/8"

5' - 8 1/4"

13' - 2 1/4"

FINISH LEGEND: FINISH LEGEND:

1 HOUR RATED BEARING WALL PER CONSTRUCTION TYPE VA: TABLE 601

3' - 0"

F1B 11' - 9 7/8"

9' - 10 1/4"

CLEAR

*SEE A0100 SERIES FOR*SEE PLANA0100 GENERAL NOTES SERIES FOR PLAN GENERAL NOTES

1 HOUR RATED FLOOR / ROOF ASSEMBLY CONSTRUCTION TYPE VA: TABLE 601

41' - 8 1/4"

CLEAR

AHC, INC.

2' - 10"

13 MAILBOXES 1. MAILBOXES PACKAGE LOCKER2. PACKAGE LOCKER BI-LEVEL DRINKING BOTTLEFOUNTAIN FILLER WITH BOTTLE FILLER 3. FOUNTAIN BI-LEVELWITH DRINKING

X11

UA UB

- UNIT X11 (4 BED) - RCP 12' - 9"

CPT-1 TILE-4 VCT-1

UA B1.3 / A0800 5' - 2"

13 6' - 5 3/4"UA 5' - 4 3/4"

X ENLARGED PLAN SHEET NOTES: LIGHT FIXTURE LEGEND ENLARGED PLAN SHEET X1'NOTES: LIGHT TYPE FIXTURE TYPE :LEGEND : - 11 1/4"

1 BLDG 3 A0602.3 1/4" = 1'-0"

F1B

11' - 5 1/8" 11

CLEAR

CL-M UA 13

TILE-4

CLEAR WS-b B1.3 / A0800 5' - 2" UTILITY CLOSET

8' - 0"

9' - 6 1/4"

UH 11' - 9 7/8"

CL-M

UA 7' - 11" 5' - 4 3/4"

5' - 2 1/4" 7' - 11"

9' - 6 1/4"

F1BCLOSET 13

WS-l

1' - 7" TO FINISH

3' - 0"

5' - 0"

3' - 0"

UTILITY

CLEAR 3' - 4 3/4"

3' - 0"

F1B

1' - 7" TO FINISH

TILE-4

9' - 6 1/4"

WS-l

CLEAR WS-b 3' - 4 3/4"

3' - 10 1/8"

CLEAR 8' - 5 1/8"

3' - 0"

2' - 8"

3 BLDG 3 A0602.3 1/4" = 1'-0"

REF. 2' - 6" 11

A 5' - 2 1/4"

2 BLDG 23 - UNIT BED) BLDGX01-X04 3 - UNIT(2X01-X04 A0600.3 1/4" = A0600.3 1'-0" 1/4" = 1'-0"

38' - 6 3/4"

9' - 6 1/4"

6' - 0 1/4"

3' - 0"

9' - 1"

CL-5

2' - 2 1/8" TO FINISH

WS-l SW1B

5' - 0"

SW1B 2' - 0 1/8"

CLEAR 3' - 10 1/8"

CLEAR

SW1B 2' - 0 1/8"

5' - 2"

CLEAR

2' - 2 1/8" TO FINISH

CLEAR

2' - 0 1/8"

5' - 2" CLEAR

BR CL-6

DW 11' - 5 1/8" 11

E.P. 2' - 0"

CL-5 WS-l B1.1SW1B / A0800

8' - 5 1/8"

K3.2 3' - 0" / A0802

K3.2 / A0802

TILE-4

CLEAR

LVT-1

REF. 2' - 6"

2' - 0" 9' - 9"

9' - 9" F1B CLEAR

LVT-1

9' - 1"

1. 2. 3.

10' - 10 3/8"

9' - 6 1/4"

CPT-1 11

6'3/4" - 0 1/4" 5' - 4UE

CL-6

WS-b UD BD

TILE-4

CPT-1

BD BD 2' - 5' 8"UE- 4 3/4" 11 4' - 11" TO FINISH

2' - 8" TO FINISH

CL-1 WS-b

B1.1 / A0800

LVT-1 CPT-1 TILE-4 VCT-1

CLEAR

4' - 4 1/2"

E.P.

1. 2. 3.

11 CL-1

10' - 7 1/4"

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

F1B

10' - 10 3/8"

X11

CPT-1

9' - 6 1/4"

6' - 6 1/4"

2'CLEAR - 4 7/8"

- 8 1/4" 2' -24' 0 1/8"

24' - 8 1/4"

2' - 4 7/8"

X12

9' - 6 1/4"

CPT-1

10' - 7 1/4"

X13D

X12

11' - 8 1/8"

X11

X13D

X13A

FORT HENRY Affordable Housing, LIHTC | Arlington, VA | Entitlements & Schematic Design Bonstra Haresign Architects (BHA)

Long-time client, AHC, brought the Fort Henry project to BHA in 2019. AHC specializes in affordable housing in Maryland and Virginia. Arlington County is adjacent to DC, and has a large affordability gap. The client identified Fort Henry as one of their existing, outdated properties with significant potential for redevelopment and densification, and aims to provide a greater number of affordable housing units in the community. The site is immediately surrounded by single family

and duplex homes in the Green Valley neighborhood. In contrast, the adjacent Shirlington area is substantially denser and developed with commercial, multifamily, and high-rise buildings. Fort Henry is intended to be a transition between the Shirlington neighborhood and the Green Valley neighborhood; however, this requires a zoning change to permit increased density and height, which will be completed as part of the county’s 4.1 site plan submission.

AHC INC.

BUILDING 2B

+129.5'

DOCK

MDF 89 SF

TRASH

542 SF

ELEV

+129.5'

+129.0' 25' - 0"

MAIL 255 SF

18' - 1 1/8"

7' - 7 3/4"

27' - 11 1/2"

4' - 0"

WATER ROOM

RR (m)

355 SF

MAINT. OFF 107 SF

PACKAGE ROOM

WORK

MANAG. +130.8' OFF

137 SF TEL COAT

182 SF

WAIT

FRONT OFFICE

101 SF

199 SF

LOBBY 240 SF

+130.8' STORAGE

S S

235 SF

FILES

ELEV

+129.0'

TOTAL: 64 SPACES

RR (w)

21' - 6"

HC: 2 SPACES

MECH

COMMUNITY ROOM

RES. SERV.

+130.8'

27' - 10"

23' - 0"

27' - 11 1/2"

304' - 1 5/8"

13' - 8"

+129.0' 359' - 0 1/4"

1 A1-200

182 WASH

A1-200

WALT

2 FALLS

1295 SF

ACCESS TO PLAZA (REFER TO CIVIL AND LANDSCAPE DRAWINGS)

343 SF

214 SF

GARAGE ENTRANCE

ENGIN

KITCHEN

221 SF

34' - 4" 19' - 10"

17' - 10"

ELEC

15' - 10 3/4"

486 SF

COMPACT: 10 SPACES

18' - 0"

EET

27' - 4 3/4"

RESIDENTIAL PARKING 1A (BUILDING 1)

18' - 6"

507 SF

STANDARD: 52 SPACES

25' - 10 1/4"

BUILDING SETBACK

VAN

25' - 4 1/2"

+129.0'

12' - 4 1/8"

RATH AS

15871 CR ROC

13' - 0"

MAIN ENTRANCE

BIKE ROOM (40 SPACES)

11' - 0" 5' - 0" 8' - 0"

RAMP DOWN

LANDSCAPE

41' - 6 1/2"

PROPERTY LINE

10' - 0"

STRUCTURAL

172' - 0 1/2"

MECHANICAL

LA ARC

7 WASH

CIVIL

CLASS I - RESIDENTIAL BICYCLE PARKING 20 RACKS (40 SPACES)

2' - 0"

18' - 0"

1 A1-201

11.0%

ST RE ET

(REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPING, PLAZA AND OTHER SITE FEATURES)

6.6%

LOADING +129.5' HT: 26'-0"

15' - 1 1/2"

41' - 5 1/4"

17' - 6 1/2"

6.6%

102' - 0 3/4"

13' - 0"

STR NROE S MO

LOADING ENTRY

EL L

ACCESS TO GARAGE & 25TH STREET S

FORT HENRY GARDENS

24' - 0"

RESIDENTIAL PARKING 1B (BUILDING 1)

+125.4'

ACCESS TO GARAGE & S MONROE ST

PROPERTY LINE

14' - 5 3/4"

19' - 0 1/2"

63' - 11"

26' - 5 3/8"

LO W

4' - 0"

RAMP DOWN

+129.0'

A1-300

+125.4'

A1-201

39 BU 'ILD 81 IN /4" G SE TB AC K

BUILDING SETBACK

5' - 0"

18' - 0"

65' - 6 1/2"

+122.4'

PROPERTY LINE

23' - 0"

9' - 0 1/4"

POTENTIAL OVERHEAD STORAGE UNITS

24' - 0"

154' - 11 1/2"

CLIENT

359' - 0 1/4"

47' - 2 7/8"

PROPERTY LINE

2 A1-300

1 GROUND A1-100 1/16" = 1'-0"

FLOOR PLAN

LEVEL

REVISIONS

1 4.1 Resubmis

GROSS FLOOR AREA - LEVEL 1 LEVEL 1 PARKING 1

25TH STREET S

- PARKING TABULATION

GROSS AREA

RESERVED FOR COUNTY APPROVAL

5,774 SF 26,378 SF

DATE: PROJECT NO: DRAWN BY: CHECKED BY:

16'

32'

64'

Bonstra Haresign

ARCHITECTS

1728 Fourteenth Street, NW, Suite 300 Washington, DC 20009-4309

www.bonstra.com

202 588 9373 T

1B - GROU

+1 37 .5'

STAIR S

LO W

PLANTED AREA

ACCESS TO BUILDING 2B

VAN

UNIT MIX - LEVEL 2

EL L

+1 37 .5'

UNIT NAME 1 BR, 1 BATH 2 BR, 1.5 BATH 2 BR, 2 BATH 3 BR, 2 BATH TOTAL UNITS:

ST RE ET

23' - 0"

23' - 4"

11' - 0" 5' - 0" 4.9%

RAMP DOWN

+133.5'

RESIDENTIAL PARKING (BUILDING 2B)

ACCESS TO LOADING AREA IN BUILDING 2B

STANDARD: 30 SPACES

+136.5'

USE CIRCULATION SERVICE UTILITY TOTAL SF:

HC: 1 SPACE TOTAL: 31 SPACES

OPEN TO (LOADING) BELOW

1 BR, 1 BATH

ELEV

2 BR, 2 BATH

240' - 5 3/4"

53' - 5 3/8"

2 BR, 2 BATH

14' - 10 1/2"

13' - 1 1/2"

3 BR, 2 BATH

961 SF

1080 SF

1137 SF

674 SF

78 SF

STAIR

ELEV

IDF

+145.5'

854 SF 1

AREA 2557 SF 276 SF 216 SF 3049 SF

1 BR, 1 BATH

2 BR, 2 BATH

1 BR, 1 BATH

2 BR, 1.5 BATH

B1-2

B1-1

2 BR, 2 BATH

B1-3

B1-2

A1-1

B6-2

799 SF

672 SF

894 SF

947 SF

894 SF

956 SF

662 SF

796 SF

3 BR, 2 BATH

UNIT COUNT

CLIENT

20 20 20 20 20 100

A1-200

GROSS FLOOR AREA - LEVEL 2 LEVEL LEVEL 2 PARKING 2 TOTAL PARKING AREA:

GROSS AREA 21,463 SF 12,157 SF 33,620 SF

1025 SF

1' - 4"

EET

2 BR, 1.5 BATH

937 SF

TOTAL UNITS PER FLOOR FLOOR LEVEL LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 TOTAL UNITS:

34' - 1 3/4"

MECH JC

A1-300 26' - 1"

65%

A1-201

1 BR, 1 BATH 674 SF

2 BR, 1.5 BATH

20%

15% 100%

- PARKING TABULATION 7' - 7 3/4"

34' - 5 1/4"

269' - 8 1/4"

1' - 4"

STR NROE S MO

35' - 2"

A1-201

63' - 11"

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

18' - 3 3/4"

18' - 0"

18' - 4 1/2"

42' - 1"

1' - 4"

MIX

SEPARATE USES PER FLOOR

(REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPING, PLAZA AND OTHER SITE FEATURES)

COUNT 4 3 10 3 20

CIVIL

PLANTED AREA

MECHANICAL

154' - 11 5/8"

674 SF 674 SF 961 SF 961 SF 961 SF 961 SF 956 SF 956 SF 947 SF 894 SF 894 SF 937 SF 1080 SF 799 SF 854 SF 796 SF 1025 SF 1137 SF 17801 SF

LANDSCAPE

BUILDING 2B (REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPING, PLAZA AND OTHER SITE FEATURES)

TRANSFORMERS & SWITCHES (REFER TO CIVIL DRAWINGS)

1 BR, 1 BATH 1 BR, 1 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 2 BR, 2 BATH 3 BR, 2 BATH 2 BR, 1.5 BATH 2 BR, 1.5 BATH 2 BR, 1.5 BATH 3 BR, 2 BATH 3 BR, 2 BATH

STRUCTURAL

A2 A2 B1 B1 B1 B1 B1 B1 B1-1 B1-2 B1-2 B1-3 B2 B3 B4 B6-2 C1 C3 TOTAL: 20

52' - 3"

364' - 0 1/4"

A1-300

A1-200

REVISI

1 4.1 Re

25TH STREET S 1 LEVEL 2 A1-101 1/16" = 1'-0"

FLOOR PLAN RESERVED FOR COUNTY APPROVAL

3 BED/2 BATH

2 BED/2 BATH OPTION C 12' - 6"

9' - 7 1/4"

DATE: PROJE DRAW CHECK

10' - 6"

16'

32'

64'

10' - 0"

SCALE: 1/16" = 1'-0"

3' - 10"

www.bonstra.com

8' - 11 1/2"

9' - 8"

202 588 9373 T

7' - 5"

2' - 0"

3' - 10"

5' - 4 1/2"

3' - 7"

8' - 0"

ARCHITECTS

1728 Fourteenth Street, NW, Suite 300 Washington, DC 20009-4309

10' - 0"

2' - 0"

4' - 6"

1' - 10"

Bonstra Haresign

9' - 8"

5' - 2"

14' - 0"

15' - 10 1/2"

10' - 8 1/4"

2' - 7"

4' - 6" 3' - 0"

1' - 0"

5' - 4 3/4"

5' - 2"

11' - 4 1/4"

12' - 5 3/4"

8' - 0" 5' - 2"

10' - 6"

DEVELOPMENT PLAN

GARAGE PARK 1B

2 BLDG1-TRANSVERSAL A1-300 1/16" = 1'-0"

8' - 0"

RESIDENTIAL PARKING 1A

23' - 0"

8' - 0"

LEVEL 6 189.50'

BUILDING HEIGHT

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0"

ROOF 200.50'

59' - 6"

CLEAR CLEAR CLEAR CLEAR

GARAGE ENTRY

16' - 6"

GARAGE PARK 2B

UNIT

12' - 2"

UNIT

CLEAR

UNIT

9' - 0"

UNIT

9' - 0"

UNIT

9' - 0"

UNIT

9' - 0"

UNIT

9' - 0"

UNIT

BUILDING 2B

4' - 0"

9' - 0"

UNIT

8' - 4"

BUILDING 1 (featured) is planned to use 9% LIHTC. It is the largest building on the site, with 100 total units. All of the buildings have subgrade parking garages and amenity spaces, in addition to several shared, active outdoor green spaces.

AHU

CLEAR

The 82 existing town homes will be replaced with 300 multifamily units at 30%60% AMI (Area Median Income), and 60% of the total units will have multiple bedrooms for families.

A1-300

CLEAR

7' - 7"

1' - 6"

5' - 6"

9' - 8"

10' - 0"

5' - 7 1/4"

LEVEL 5 178.50'

LEVEL 4 167.50'

LEVEL 3 156.50'

LEVEL 2 145.50'

25TH STREET S

141.0' MEDIAN GRADE PAR

PARK 2 136.50' LEVEL 1 130.80' PARK 1A 129.00' PARK 1B 125.40'

1 LE 1

wood deck brick wood stud

steel angle + flashing

plane 4 (balconies)

accent panel or brick veneer finish

balcony door

balcony railing 5'-4"

LE 1

wood deck

brick

wood stud

1' - 4"

accent panel or brick veneer finish

juliette balcony door

juliette railing 1'-4"

A wood deck

brick 0' - 4"steel

wood stud

LE 1

angle + flashing

plane 2 (window recess)

plane 3 (juliette balconies)

steel angle + flashing

window

0'-6"

LE 1

precast band / arch stone

concrete

plane 1

Utility Brick metal stud

cmu

LEV 1

FACADE PLANES - SECTION STUDY

BUILDING 1A: FACADE MATERIALS

LE 1

wood deck brick wood stud

accent panel or brick veneer finish

balcony door

plane 4 (balconies)

steel angle + flashing

balcony railing 5'-4"

LE 1

wood deck

brick

wood stud

1' - 4"

accent panel or brick veneer finish

juliette balcony door

juliette railing 1'-4"

C wood deck

brick 0' - 4"steel

wood stud

LE 1

angle + flashing

plane 2 (window recess)

plane 3 (juliette balconies)

steel angle + flashing

window

0'-6"

LE 1

precast band / arch stone Utility Brick

metal stud

BUILDING 1A: FACADE MATERIALS

plane 1

concrete

cmu

LEV 1

FACADE PLANES - SECTION STUDY

FACADE DESIGN Building 1’s facade required extra attention from the team due to its public presence along 25th Street South. Two tones of brick are used to differentiate the back bar from the project mass. The windows are placed with regularity; however, groups of windows, which vary in size and location, are highlighted to create a playful rhythm using a pop of color. The location of Juliet balcony doors also shift to create movement along the facade and break up the rigorous pattern. SITE CONTINUITY After confirming design decisions regarding the color & form of Building 1, a similar design language and material palette was applied to the other buildings. However, the application of this language was varied in order to create both continuity & uniqueness. Buildings 1, 2, and 3 utilize the efficiency of a simple bar building, while attempting to break up the length through form and materiality. THE PUBLIC PROCESS The 4.1 site plan process included several submissions to the county, in addition to meetings with neighbors and community groups. During this process, single-family neighbors voiced concerns about the height, density, and mass. In response, the design team further explored the massing to break down the long bar buildings into smaller masses connected by a continuous bar behind. 22

SOUTH LINCOLN ST 2

119' - 0"

11' - 0"

51' - 3 3/4"

PROPERTY LINE

6' - 6"

DINING

530 SF

529 SF

BIKE 385 SF (34 SPACES)

GREAT ROOM

KITCHEN

MAIL

147 SF

77 SF

TRASH

FITNESS

252 SF

WATER

479 SF

288 SF

124' - 0"

CLASS I - RESIDENTIAL BICYCLE PARKING 17 RACKS (34 SPACES)

MDF MECH

124' - 0"

1 A4-200

119' - 0"

29' - 10 3/8"

82' - 1"

RESIDENTIAL PARKING (BUILDING 4A)

77 SF

ELECTRIC 329 SF

+/-124' VAN

S S

EXIT 119' - 0"

119' - 0"

94 SF

180 SF

A4-200

602 SF

383 SF

WAIT

PACKAGE

22' - 9 3/4"

PARLOR LOBBY

BUILDING SETB ACK

3' - 9 5/8"

FIREPLACE

196 SF

41' - 9 5/8"

61' - 11"

CONF

FRONT PORCH

282 SF

127' - 6 1/4"

5' - 0"

+/-115.25'

DN +/-117.5'

10' - 8"

27' - 0"

7' - 0"

35' - 11 1/4"

LEASING OFFICE

10' - 6"

MAIN ENTRY +/-114.75'

1' - 3 1/2"

A4-300

6' - 6"

5' - 0"

26' - 2 1/2"

26' - 2 1/2" 25' - 11 3/4"

BUILDING SETBACK

5' - 8 5/8"

88' - 6 1/4"

3' - 2"

10' - 6 1/8"

8' - 0" 10' - 4 1/2"

28' - 9 7/8"

143' - 7 3/4"

7' - 7"

8' - 9 1/2"

A4-200

A4-300

PROPERTY LINE

PEDESTRIAN ACCESS TO BUILDING 3A

STANDARD: 24 SPACES HC: 1 SPACE

TOTAL: 25 SPACES

23' - 0"

124' - 0"

ACCESS TO BUILDING 3A PARKING GARAGE

GARAGE ENTRANCE

36' - 1 3/4"

STRG

27' - 11 3/4"

63' - 11"

BUILDING 3A

SO UT H

PROPERTY LINE

3 A4-200

35' - 11 1/4"

LO W

222 SF

MAINT

1 GROUND A4-100 1/16" = 1'-0"

FLOOR

27' - 8 3/8"

11' - 0"

LEVEL 4 156.00'

LEVEL 3 145.00'

11' - 0"

UNIT

9' - 0"

UNIT

CLEAR

UNIT

11' - 0"

UNIT

11' - 0"

ROOF DECK

TYP TYP 27' - 8 3/8" TYP

17' - 2 1/2"

UNIT

9' - 0"

UNIT

LINE OF RAMP BEYOND

27' - 8 3/8"

11' - 0" 11' - 0"

GARAGE

BUILDING HEIGHT

9' - 0"

A4-300

LEVEL 4 156.00'

LEVEL 3 145.00'

ROOF 167.00' LEVEL 2 134.00'

28' - 2 5/8"

LEVEL 4

LEVEL 4 156.00'

139.3' MEDIAN GRADE PARCEL A

LEVEL 2 134.00'

76' - 2 7/8"

7' - 0"

8' - 9 3/4"

28' 5/8" 8' - -923/4"

UNIT SCHEDULE - LEVEL 2

LEVEL 3 145.00' PARKING 124.00' 139.3' LEVEL 1 LEVEL 2 119.00' AVERAGE MEDIAN GRADE PARCEL A 134.00' 2

A1 A1 A1 A1 A1 A1 A1 A1-1 A1-2 A2 A2 A2-1 A2-2 A3 A3 A4 B1 TOTAL: 17

A4-200

A4-300

UNIT TYPE

A4-200

A4-300 PARKING

124.00' LEVEL 1 119.00' 143' - 1"

10' - 9 7/8" 11' - 11 7/8"

139.3' MEDIAN GRADE PARCEL A

139.3' AVERAGE MEDIAN GRADE PARCEL A

156.00' PARKING ROOF 124.00' LEVEL 167.00' LEVEL 1 3 145.00' 119.00'

143' - 1"

% OF BUILDING WALL OPENINGS = 25%

8' - 9 3/4"

143' - 1"

10'- 2 - 95/8" 7/8" 11' - 11 10' 7/8"- 8 7/8" 11' - 11 7/8" 28'

76' - 2 7/8"

7' - 0"

76' - 2 7/8"

7' - 0"

UNIT NAME

NET AREA

1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 2 BR, 2 BATH

590 SF 591 SF 591 SF 591 SF 591 SF 594 SF 591 SF 614 SF 599 SF 634 SF 629 SF 715 SF 715 SF 614 SF 614 SF 702 SF 913 SF 10888 SF

714 7TH WASHINGTON

A2-3 541 SF

ROOF ABOVE A2

A2-1

629 SF

715 SF

1 BR, 1 BATH 2 BR, 2 BATH TOTAL UNITS:

16 1 17

94% 6% 100%

LAUNDRY

1 BR, 1 BATH

2 BR, 2 BATH

614 SF

A4-200

A1-1 4

1 BR, 1 BATH

913 SF

1 BR, 1 BATH

1 BR, 1 BATH 1 BR, 1 BATH

126' - 11 1/2"

A1 591 SF

1 BR, 1 BATH 1 BR, 1 BATH A1

1 BR, 1 BATH

89' - 0"

A1 591 SF

591 SF

A1 591 SF

1 BR, 1 BATH A4

591 SF

1 BR, 1 BATH

599 SF

A4 702 SF

702 SF

A1 590 SF

591 SF

1 A4-101

LEVEL 2 FLOOR PLAN

82' - 0 3/4"

909 SF

A4-200

UNIT NAME

A1 A1 A1 1 A1 A4-200 A1 A1 A1 A1-1 A1-2 A2 A2 A2-1 A2-2 A2-3 A3 A3 A4 B1 TOTAL: 18

1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 1 BR, 1 BATH 2 BR, 2 BATH

594 SF

594 SF 591 SF 590 SF 591 SF 591 SF 591 SF 614 SF 599 SF 629 SF 629 SF 715 SF 710 SF 541 SF 614 SF 614 SF 702 SF 913 SF 11419 SF

COUNT 17 1 18

CIRCULATION SERVICE UTILITY TOTAL SF:

1 BR, 1 BATH

A1-2

599 SF

702 SF 3

27' - 11 3/4"

207 PARK FALLS CHURC

16'

MIX

6% 100%

1 BR, 1 BA 2 BR, 2 BA TOTAL UN

AREA

AREA 13,838 SF 13,838 SF

SEP

CIRCULAT SERVICE UTILITY TOTAL SF:

UNIT COUNT 17 18 13 48

LEVEL 2 LEVEL 3 LEVEL 4 TOTAL UN

2276 SF 457 SF 216 SF 2950 SF

GROSS FLOOR AREA - LEVELS 2-3 LEVEL

A1-2 A3 A3 A4

B1 L. WALTER TOTAL: INC 13

SCALE: 1/16" = 1'-0" 94%

LEVEL 2 LEVEL 3 LEVEL 4 TOTAL UNITS:

LEVEL 2 LEVEL 3

A1 A1 A1 A1 CAPIT A1 ENGINEERIN A1 1825A1 K ST N WASHINGTON A1-1

RESE

TOTAL UNITS PER FLOOR FLOOR LEVEL

UN 15871 CRABBS B ROCKVILLE, UNIT TYP

SCALE: 1/16" = 1'-0" 591 SF

SEPARATE USES PER FLOOR USE

2 LEVEL 3 FLOOR PLAN A4-101 = 1'-0" 4 FLOOR PLAN 1 1/16" LEVEL A4-102

16'

UNIT MIX - LEVEL 3

1 BR, 1 BATH 1 BR, 1 BATH

35' - 4 1/4"

RATHGEBE ASSOCI

NET AREA

1 BR, 1 BATH 2 BR, 2 BATH TOTAL UNITS:

A4-200 35' - 4 1/4"

614 SF

913 SF

UNIT TYPE

UNIT NAME

1 BR, 1 BATH 1 BR, 1 BATH

A4-200 27' - 11 3/4"

82' - 0 3/4"

61' - 4"

A1 590 SF

3 35' - 4 1/4"

614 SF

1 BR, 1 BATH 1 BR, 1 BATH

1 BR, 1 BATH A1-2

1 BR, 1 BATH 2 BR, 2 BATH 1 BR, 1 BATH 2 BR, 2 BATH 1 BR, 1 BATH A3 B1 A3

JC 614 SF

IDF

1 BR, 1 BATH

1 BR, 1 BATH 1 BR, 1 BATH

IDF

614 SF

594 SF

ELEV

1 BR, 1 BATH1 BR, 1 BATH

591 SF

1 BR, 1 BATH

LAUNDRY JC

1 BR, 1 BATH A1

591 SF

82' - 0 3/4"

A1 590 SF

126' - 11 1/2"

591 SF

RR ELEV

1 BR, 1 BATH LAUNDRY

TR RR

620 SF

614 SF

A4-200

MECH

A1-1 UTI

35' - 4 1/4"

ELEV

A4-200

1 BR, 1 BATH 1 BR, 1 BATH

IDF

35' - 4 1/4"

614 SF

89' - 0"

35' - 4 1/4"

A1-1

89' - 0"

61' - 4"

UNIT SCHEDULE - LEVEL 3 1 BR, 1 BATH

LANDSCAPE

1 BR,LINE 1 BATH OF PERGOLA1 BR, 1 BATH

1 BR, 1 BATH ROOF DECK

STRUCTURAL

1 BR, 1 BATH

A2-2

710 SF

MIX

MECHANICAL

1 BR, 1 BATH

COUNT

CIVIL

A2-1 715 SF

25' - 11 3/4"

1 BR, 1 BATH

A2 629 SF

25' - 11 3/4"

1 BR, 1 BATH

A2 634 SF

25' - 11 3/4"

1 BR, 1 BATH LOUNGE

A2-2

715 SF

25' - 11 3/4"

1 BR, 1 BATH

UNIT NAME

1 A4-300

25' - 11 3/4"

1 A4-300

RESE

LANDSC ARCHITE BURE

UNIT MIX - LEVEL 2

25' - 11 3/4"

1 2 SECTION A4-300 A4-300 1/16" = 1'-0"

UNIT

3 West A4-200 1/16" = 1'-0"

S LINCOLN ST

UNIT

2 LINE OF BUILDINGA4-200 BEYOND

LOBBY

08 UNIT

UNIT

MAIN ENTRY

9' - 0"

4' - 0"

8' - 6" 4' - 0"

1' - 6"

UNIT

GARAGE

S LINCOLN ST

2 SECTION A4-300 1/16" = 1'-0"

07 UNIT

UNIT

AHU

LOBBY

MAIN ENTRY

4' - 0"

12UNIT

27' - 8 3/8" BUILDING HEIGHT BUILDING HEIGHT

UNIT

CLEAR

17 UNIT

9' - 0"

CLEAR

17 UNIT

ROOF 167.00'

11' - 0" 11' - 0" 11' - 0" CLEAR 15' - 0" 11' - 0" 11' - 0" 11' - 0" 5' - 0" 10' - 0" 11' - 0" 27' - 8 3/8"

UNIT

9' - 0"

UNIT

5' - 0" 10' - 0"

UNIT

CLEAR

UNIT

1' - 6"

4' - 0"

% OF BUILDING WALL OPENINGS = 25%

CLEAR

4' - 0"

AHU

4' - 0"

8' - 6"

4PL North A4-200 1/16" = 1'-0"

139.3' AVERAGE MEDIAN GRADE3 PARCEL A LEVEL 145.00'

PARKING 124.00' LEVEL 1 119.00'

S LINCOLN ST

1 SECTION A4-300 1/16" = 1'-0"

Building 4 (featured) wasKEY PLAN designed as independent1" = 100'-0" senior living to provide opportunity for residents of Fort Henry and the greater community to age in place. In order toKEY PLAN be congruent with the 1" = 100'-0" neighborhood across S. Lincoln St., the design is at a much smaller scale, and the top floor is recessed to create an amenity roof. In addition, the street is activated along the primary facade with a front porch where residents can gather.

LEVEL 4 156.00'

LEVEL 2 134.00'

15' - 0"

ROOF 167.00'

PARKING 124.00' LEVEL 1 119.00'

GARAGE DRIVEWAY

% OF BUILDING WALL OPENINGS = 36%

ROOF PARKING 167.00' 124.00' LEVEL 1 119.00' LEVEL 4 156.00'

LEVEL 3 145.00'

139.3' AVERAGE MEDIAN GRADE PARCEL A

11' - 0"

15' - 0"

LEASING

ENTRY

AMENITY

LEVEL 3 145.00'

LEVEL 2 134.00'

42' - 6 1/8"

LEVEL 4 156.00'

27' - 8 3/8"

BUILDING 3A GARAGE ENTRY

LEVEL 2 134.00'

BUILDING HEIGHT

11' - 0"

9' - 0"

CLEAR

1 SECTION A4-300 1/16" = 1'-0"

LEASING

ENTRY

AMENITY

1 A4-300

GARAGE DRIVEWAY

UNIT

TYP

UNIT

LEVEL 1 119.00' ROOF S LINCOLN167.00' ST

TYP TYP 15' - 0" 27' - 8 3/8"

% OF BUILDING WALL OPENINGS = 26% PL

15' - 0"

15' - 0" 11' - 0"

UNIT

9' - 0"

UNIT

CLEAR

UNIT

11' - 0"

UNIT

11' - 0"

SIDEWALK BEYOND RAMP

9' - 0"

UNIT

PARKING 124.00'

CLEAR

STAIR BEYOND RAMP ROOF DECK

1 South A4-200 1/16" = 1'-0"

11' - 0"

PARKING LOT BUILDING 4A BEYOND

139.3' MEDIAN GRADE PARCEL A

LEVEL 2 134.00'

BUILDING HEIGHT

BUILDING LINE BEYOND

BUILDING HEIGHT

11' - 0"

27' - 8 3/8"

11' - 0"

ROOF 167.00' BUILDING HEIGHT

The site topography had a substantial impact on the overall site plan and each individual building. There is approximately a two-and-a-half story grade change from the north side of the property to the south side. Although the topography was a challenge, it was 2 East 1/16" = 1'-0" also anA4-200 asset in reducing the height impact of the buildings at the higher elevations, as they “nestle into the hill.”

PL 17' - 2 1/2"

AHC INC.

2230 N. FAIRFAX DRIVE, SUITE 100 ARLINGTON, VA 22201

CLIENT

FORT HENRY GARDENS

11' - 0"

BUILDING HEIGHT

11' - 0"

126' - 11 1/2"

chitects

BUILDING 4 DESIGN

1 A4-300

REVISIONS GRO

LE 1 4.1 Resubmission

LEVEL 4

FEASIBILITY STUDIES Various Projects & Clients | Bonstra Haresign Architects (BHA)

Several feasibility studies were completed for various purposes and uses by developers. The first feasibility study in this chapter (ParcViewII) was completed during a competitive RFP process. After acquiring the project, the study became the design’s initial massing options, and were further developed during concept design. The second feasibility study (716 S. Glebe Rd.) was prepared for an existing client who was evaluating the purchase of a site. The client needed an architect to assist

in the zoning analysis, review of existing site conditions, and various massing and yield studies. The third project (Melwood) featured in this chapter also started as an RFP, and after winning the job, continued the yield studies and proceeded into concept design. The design drawings were compiled into a presentation for the client to propose to their board of directors, and then formalized into a proposed amendment to the city’s General Land Use Plan (GLUP).

MID-RISE OPTION: - Zone RMF - 2.5 FAR (3.0 Max) - Type IIIA / Type IA - 149 existing units - 156 new units - 305 total units

HIGH-RISE OPTION: - Zone RMF - 2.9 FAR (3.0 Max) - Type IA - 149 existing units - 210 new units - 359 total units

MIXED OPTION: - Zone RMF - +30% FAR bonus - 3.3 FAR (3.9 Max) - Type IA & Type IB - 149 existing units - 253 new units - 402 total units

717 S. GLEBE ROAD The feasibility study included a preliminary plat analysis to determine which parcels were owned by the church, a preliminary zoning analysis, and massing & yield studies on the site. OPTION 1: The first line of exploration retained the church and renovated non-sanctuary areas into units. This exploration also included new construction multifamily residential.

OPTION 1A: (By Right - 40’ Height) 3 Residential / 1 Parking 83,700 GSF Residential 20,400 GSF Parking 116 Total Parking Spaces 94 Total Units OPTION 1B: (Bonus - 60’ Height) 3-5 Res / 1 Park 100,000 GSF Residential 20,300 GSF Parking 116 Total Parking Spaces 112 Total Units 27

ZONING ANALYSIS It was determined that the site should be rezoned from R5/R6 (1 & 2 family dwellings) to R8-18 (multiple family dwelling district). This zone requires 1200 SF per DU, allows 36 units per acre, a maximum height of 40’ & 4 stories, 56% minimum lot coverage, and requires a 1.125 parking ratio. Also researched were special exceptions to increase the density and height due to affordable housing and green building bonuses, which allow 60’ maximum height and 63 units per acre, for a maximum of 127 units on this site. OPTION 2A & 2B: The second iteration demolished the existing church and proposed building all new construction on the site. By-Right Option 2A resulted in 110 total units, compared to Option 2B which showed 126 units with bonuses. 28

FLOOR PLANS TITLE | 23RD + GRANT MELWOOD is a non-profit organization in the Washington DC area that provides job training, employment, and opportunities for people of all ages with disabilities. Melwood was founded over 50 years ago on the principles of innovation, inclusion, and social good. This was a particularly exciting project to win because of the population being served and the valuable impact on the community. The client currently owns a site in Arlington, Virginia that is used for job training services. Melwood’s goal for the site is to renovate the existing facilities and build new multifamily units to add affordable housing with a certain percentage set aside for residents with disabilities in their program.

MAIN CONCEPT The massing and layout is designed to create shared community spaces at the center of the building, and step the massing to create shared outdoor zones on every level. The chosen option includes 22,000 GSF of Melwood program space and 104 affordable residential units. FLOOR PLANS TITLE | 23RD + GRANT

Bonstra Haresign ARCHITECTS

THIRD FLOOR PLAN (85’-2” FF) 30 RESIDENTIAL UNITS

FLOOR PLANS

CALE29

LEGEND: DWELLING UNITS RESIDENTIAL CORRIDOR MELWOOD VERTICAL CIRCULATION N

0’

10’

20’

40’

80’ 1” = 40’ SCALE

LEGEND: DWELLING UNITS 21 | Melwood RESIDENTIAL CORRIDOR MELWOOD

MELWOOD PROGRAM: BUBBLE DIAGRAM - SCHEME 1B

April 19, 2021

MASSING SCHEME A2

23RD ST SOUTH SO

SOUTH HAYES ST

SOUTH GRANT ST

Bonstra Haresign

TS T

O TS DS

24TH ST SOUTH ARCHITECTS

S ST

H MASSING STUDIES | Aurora Hills 24T

AY E

SS T

SITE PLAN MASSING SCHEME C

SOUTH-WEST AXON

LEGEND:

HA YE

SS T

24T

GR AN

RA N

TS T

T S OU TS ST

UT UTH T SOH HA DS YE 23R

24TH ST SOUTH

Bonstra Haresign

U T SO HS

NELLY CUSTIS PARK

SOUTH HAYES ST

MELWOOD PROGRAM

EXISTING CONTEXT

23RD ST SOUTH

SOUTH GRANT ST

RESIDENTIAL

RA N

H 24T

S ST

SS T

ARCHITECTS

MASSING + YIELD TITLE | 23RD + GRANT

NORTH-EAST AXON SOUTH-WEST AXON

SITE PLAN

Melwood

January 27, 2020

LEGEND:

HA YE

SS T

24T

NELLY CUSTIS PARK SO

GR AN

T S TH TOU TS

S RD

SO U UTH T STOH H DS AY 23R E

24TH ST SOUTH

SITE PLAN

U T SO HS

23RD ST SOUTH

SOUTH HAYES ST

MELWOOD PROGRAM

EXISTING CONTEXT

SOUTH GRANT ST

RESIDENTIAL

H 24T

NORTH-EAST AXON SOUTH-WEST AXON

Melwood

January 27, 2020

LEGEND: & NEXT STEPS: PROCESS SO UT H Several massing and yield studies were developed, which were reviewed weekly withOUthe client. The selected RESIDENTIAL EXISTING CONTEXT HA TH YE TS S S H T 4 ST option was further refined to include conceptual sections, blocking floor plans, massing axons, and conceptual 2 NELLY CUSTIS PARK MELWOOD PROGRAM perspectives to show the proposed development in context. ThisS proposal is currently undergoing a GLUP special SECTIONS TITLE | 23RD + GRANT OU TH allow a zone change. study, with the goal of the city revising the general land use plan to G

D 23R

S GRANT ST

SOU

NORTH-EAST AXON

MASSING + YIELD

Y PLAN

April 19, 2021

14 | Melwood

SECTION A-A

SOCIAL ENTERPRISE DEVELOPMENT A Preventative Approach to Homelessness and Displacement in Point Breeze, Philadelphia

University of Maryland | M.ARCH Thesis & MRED Capstone | Solo

A Social Enterprise is defined as having mission-driven goals and striving to create economic value to help solve social problems. The project tests this business model with a specific, vulnerable user group and a chosen neighborhood to evaluate its financial feasibility and explore architecture’s role in addressing societal issues. A profit-sharing financial model supports affordable housing and transitional housing for homeless adolescents. Biophilic design principles are applied to explore architecture’s role in healing

from adolescent trauma and preventing future health issues. This thesis presents a preventative solution to social issues rather than reacting to them. Prevention of chronic homelessness and displacement are key to addressing social injustice and breaking cycles of poverty. This thesis showcases architecture’s ability to provide equal access to housing and services that help the most vulnerable members of society, and help them become self-sufficient and contributing members of the community.

4’

8’

16’

24’

CONTEXT & COMMUNITY

CARVE MASS

The site is located in Philadelphia along Washington Ave., an important industrial legacy/ commercial corridor. Many sites along Washington Ave. have been targeted for redevelopment due to the growth of Center City. This project demonstrates equitable development for a low-income community that is facing gentrification. The development strategy integrates users and centralizes services to address essential community needs.

MASSING CONSIDERATIONS Some of the most influential considerations included: public space, through-block connections, green spaces, transitioning the scale, and a centralized approach versus a network of spaces. The final massing responds to the urban conditions of the developing mixed-use corridor with a strong urban edge. The mass then wraps around the site and steps down to transition to the smaller-scale rowhome neighborhood to the south. The mass is further broken down to create a pleasant street frontage and to allow for pedestrian permeability where appropriate. PROGRAM

DEVELOPMENT SUMMARY The development totals 271,000 GSF, and is primarily built of wood frame construction on top of a two-story concrete podium that contains second floor services and ground floor retail. The west portion of the building sits on top of a single level sub-grade parking garage. One of the existing warehouses on site would be preserved and reused for employment training. A

SUPPORTIVE HOUSING The city of Philadelphia identified the distinct lack of youth-dedicated supportive housing programs as an essential need. This project provides both short-term and transitional housing (48 beds) for unhoused youth. In addition, there are 86 units of multifamily housing that ranges from 30% AMI to market ratesome of which are used for permanent supportive housing for previously homeless adolescents.

PREVENTION This thesis investigates several preventative approaches to homelessness. Helping vulnerable individuals as early as possible is essential to break the cycle of poverty for young adults. By intervening early, at-risk youth are given better opportunities to help avoid chronic homelessness, health problems, addiction, mental illness, human trafficking, & other issues.

0’

8’

16’

32’

48’

CENTRALIZED SERVICES One of the project’s main goals is to centralize key services, as opposed to creating a network of separated services. These services would include healthcare, education, and employment training, which would be funded and operated through local partnerships. The project is financially feasible through key local, federal, and university partnerships, LIHTC, and the profit-sharing model. PHYSICAL + MENTAL HEALTHCARE The healthcare facility is proposed to be a partnership with UPenn. It is designed as an innovative approach to integrated healthcare design where physical and mental healthcare are delivered in a comprehensive setting. There are multiple wings including primary care, dentistry, physical therapy, and behavioral health - all of which encircle a healing garden. HEALING GARDEN Biophilic design facilitates healing, restoration, rebuilding, bonding, community, and overall well-being. The healing garden is the primary design element that embodies these principles. The design of the garden considers circulation paths and connection, and creates “outdoor rooms” for times of rest and reflection that relate to the adjacent programmatic uses. 38

EDUCATION SERVICES Educational support, job training, and career planning would all be available on site, which complements the supportive housing program. Educational attainment among homeless youth is very low, especially for those who were previously in the welfare system. A high school diploma greatly contributes to the likelihood of future employment and selfsufficiency. VOCATIONAL PROGRAMS The classroom spaces, computer labs, conference and study rooms are placed on the second floor of the new construction. These spaces attach through an outdoor link to the mezzanine portion of the renovated warehouse, which would house the vocational education programs.

LOCAL PARTNERS Education and job training services would be provided through a partnership with Philadelphia Works, a local non-profit that specializes in similar programs. GED and SAT tutoring would also be available, complete with an on-site testing center. These learning opportunities would be made available to both residents living on site and members of the wider community. ADAPTIVE REUSE The mezzanine level of the employment training warehouse is designed to house the culinary arts and cosmetology programs. The ground level of the warehouse would allow for additional vocational programs requiring space for larger equipment such as construction, carpentry, MEP trades, maker-space, and manufacturing automation. M.ARCH + MRED This project was a joint M.ARCH thesis & MRED capstone, which required it to be even more in depth and practicable. The capstone included additional information such as local economic and market conditions, demographics, market comps, the regulatory context and approvals process, development timelines, marketing plan, development cost, project funding and financial analysis. 40

BROOKLYN BEND HUD Affordable Housing Competition | 2019 Winner | Team San Antonio, Texas

Brooklyn Bend is a proposed 3-acre, mixedincome, mixed-use development in the River North District along the San Antonio Riverwalk. The design responds to community needs by providing for a variety of income levels and family sizes through several building types including modular, mid-rise, two-overtwos, and townhomes. These types allow for greater resident diversity while also creating a dynamic street wall with retail shops and front doors along the ground floors.

The facades respond to the urban edge with a contemporary aesthetic, while interior buildings are treated with a more traditional and rustic approach that embraces Mestizo Regionalism, respecting the local culture. The community is a model for future sustainable development with LEED Platinum certification and a NetZero Community Center. The project will also be a catalyst that spurs on future growth in the River North District, and continues the success of the Riverwalk.

Complete streets Shared spaces create social seams BiblioTech digital library

Service-enriched housing and onsite programs: aftercare and art Active design promotes healthy lifestyles

Unique unit types and a variety of sizes

Water recycling and stormwater mitigation

Rental and ownership at 30%-80% AMI and market rate

Passive and efficient design Reduced energy demands

Catalyst for retail corridor and mixed-use development in River North 7 live/work units, grocer, and cafe

N ST MARY’S PLAZA The design gives distinct character to the community and clear identities to the outdoor spaces. There are three outdoor nodes along the central north-south axis that connect the development to the San Antonio Riverwalk. The first node is an urban plaza off N St Mary’s Street that draws pedestrians into the site and encourages interaction with the retail component. BROOKLYN SQUARE The central node along the axis is called Brooklyn Square. This large green zone runs along the “front porch” of the Cedar Center which is the heart of the community. The Cedar Center responds to the needs of the residents through service coordinators that assist low-income residents and free resident programs including after school care and art classes. RIVERSIDE PLAZA The southern-most node, adjacent to the Riverwalk, is the Riverside Plaza. This plaza creates a strong connection to the water and interacts with the public through the Riverside Cafe, outdoor seating, a fountain/fire pit, and local art.

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Average residential usage in San Antonio Average montly bill is $85 ($0.09 per kWh)

$ 663,793 NET OPERATING INCOME

24% Total reduction of utility allowance increases net rent

32,000 SF of on-site photovoltaics produce 29% of the total electrical usage of Brooklyn Bend (189,000 kWh/ month)

Energy used by SAHA 16,000 SF with an average electircity usage of 14 KWh/SF ($0.08 per kWh)

Renewable energy remaining to be distribued to all 111 low-income residential units

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29% SAVINGS

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PALM GATES EAST

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CYPRESS ROW: 2/2

THE OAKS

CYPRESS ROW: TH 48

HARLEM PARK University of Maryland | Urban Design Studio 2018 | Team Baltimore, Maryland

The Harlem Park neighborhood is one of the West Baltimore communities that has suffered from overwhelming vacancy and unsafe streets over the last several decades. Harlem Park originated in the 1700s as an estate for a Dutch merchant, and in the late 1800s quickly became populated with rowhomes. In the 1960s Harlem Park drastically changed due to urban renewal plans that created inner-block

parks and a sunken expressway. Unfortunately this expressway isolated Harlem Park from its neighboring communities, and the innerblock parks became overgrown and unsafe. Two additional problems identified were a lack of housing diversity and street hierarchy. This project responds to these issues at both the urban scale and the neighborhood scale to create a thriving community once again.

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Planned city demolition will leave a large void in the center of Harlem Park where lower density development could be located between the transit centers.

Density can be clustered around the transit stations while the center can be transformed into an asset for this community. The street network will be altered to respond to this void and create connections.

This central void will be utilized as a regional park for West Baltimore that will connect Harlem Park to its neighbors and draw new residents into the community. The park will also be an asset for local schools.

EXISTING CONDITIONS This figure-ground shows the current built forms in Harlem Park. The majority of the buildings are very large, deep rowhomes - many of which are vacant.

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DEMOLITION The city plans to demolish many of the homes in Harlem Park that have begun to decay. This figureground shows the urban condition after all phases of demolition have been completed.

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PROPOSED BUILD The city demolition allows for a revitalization plan that fills in the gaps within the blocks with more housing diversity. It also allows for a new block structure to be created that no longer includes the inner-block parks.

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NEIGHBORHOOD IDENTITY The new Harlem Park would no longer be characterized by vacancy, but will instead be known for its vibrancy. A community that was once cut off from other neighborhoods could unite the communities of West Baltimore. The park will bring new residents and existing residents together and bridge over the sunken highway to create a boulevard at grade with structured parking below. This not only eliminates the highway as a divider, but it becomes an asset for future high density development along this spine.

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STREET HIERARCHY Three levels of street hierarchy have been introduced to Harlem Park’s current street grid. Inner-block oneway streets have also been incorporated to break down the blocks and create a more intimate street section that Harlem Park does not currently have.

PLACES AND EDGES The urban design for Harlem Park creates several nodes near transit stations, near schools, and near outdoor amenities. The park has two ponds, basketball and tennis courts, baseball fields, a soccer field, a dog park, a community garden, an amphitheater, and several playgrounds.

POET LAUREATE University of Maryland | Integrated Studio 2017 | Solo Chevy Chase, Maryland

The design of this writing center and residence focused heavily on an analogy of trees, integrating this symbolism into the tectonics of the architecture. The building’s structural grid of heavy timber bleeds from the interior to the exterior, evolving into a grid of trees that creates a structured park. The tree narrative was also explored in the building’s facade pattern, through tall, skinny vertical slits within

a wood-paneled wall. The upper volume of the building used a perforated panel rainscreen system to filter light and create dynamic shadows similar to the leaves of trees. The design also dealt with a difficult balance between pubic and private spaces. The idea of interlocking volumes helped to create clear zones, while the overlapping portion housed the library and bridged the gap between public and private.

The concept of interlocking volumes was derived from analyzing a precedent’s wall section and helped create functional zones.

The space that resulted from the overlap became the most important use in the program - the library, where the public and private spaces collide.

The idea of the overlap was explored in both plan and section. The building also was designed around an analogy of trees.

The structure and materiality of the architecture was chosen to reinforce the concept of trees in a forest.

SUSTAINABLE STRATEGIES

The building included several sustainable strategies including solar panels, north-south building orientation, perforated screen for shading, light roofing, renewable wood materials, and southern overhangs.

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Del Mar Murray Feiss Type: Mini Cylinder Pendant Size: 6”w x 11”h Wattage: 60 Total Watts Voltage: 120 Incandescent Output

Del Mar Quoizel Dutchess Soft Curve Type: Adjustable Track Lighting Size: 13”h x 6”l x 37”w, 8 pounds Wattage: 400 Total Watts

Del Mar Hudson Valley Type: Wall Vanity Lighting Size: 20”w x 9”h x 6”d Wattage: 300 Total Watts Incandescent Output

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HEAVY TIMBER STRUCTURE: Bay Size: 16’ x 20’ Column Size (1 Story): 10” x 10” Column Size (2 Story): 14” x 14” Girder Size: 16” Deep, 20’ O.C. Beam Size: 16” Deep 8’ O.C. Floor: 4” Solid Wood Deck

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PARAPET SYSTEM 1- METAL COPING 2- DRIP EDGE

SINGLE PLY ROOF SYSTEM 6- SINGLE PLY ROOF MEMBRANE 7- 6” RIGID INSULATION

RAINSCREEN WALL SYSTEM 11- EQUITONE PERFORATED PANEL 12- 3” RIGID INSULATION

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FINLYANDSKIE VOROTA University of Maryland | Study Abroad 2018 | Team-Solo St Petersburg, Russia

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This project was produced through a collaboration with Saint Petersburg State University. This summer abroad studio was a cross-cultural and interdisciplinary urban design effort. The master plan, Finlyandskie Vorota - meaning Finland Gateway, was a team project with over 35 students. Six teams were formed and each proposed specific area plans within the master plan; Bridge Park was one such area. Lastly, each student proposed an individual building design, see Winter Garden

project on the following pages. Finlyandskie Vorota is a long term re-development proposal for a 52-acre former industrial site within the grey belt. The site is located northeast of St Petersburg’s historic city center with the Finlyandskie Railway Station being one of the most important elements of the existing condition. This transportation hub connects Russia with Western Europe and will play a critical role in this redevelopment.

BRIDGE PARK

BRIDGE PARK is a new tech-hub, office complex for innovative enterprises and entrepreneurs. This area of the master plan has many old industrial buildings with a rich history and unique architectural expression. Bridge Park seeks to preserve many of the larger buildings, while demolishing smaller, haphazard, and disorganized buildings. This unification of preservation and new construction will bridge the gap between the area’s valuable past and promising future.

The mix of old and new architecture creates a distinctive character and is important in this neighborhood because it will bring together a variety of uses, people, and ideas.

NEW OLD

The WINTER GARDEN will create an enclosed, transparent space enjoyed year-round for socializing, dining, and circulation in a currently underutilized courtyard. Two new glass bridges will also be added, which emphasize one of the themes of Bridge Parkmixing old and new architecture to celebrate the value of the past while spurring on innovative ideas of the future.

The WINTER GARDEN is a new atrium within the existing, central building complex of Bridge Park. The building will be restored and renovated to house restaurants and cafes on the ground floor with flexible work spaces above.

ATRIUM Although outdoor space is vital for this district, the atrium creates an indoor environment full of natural daylight, views to the sky, and green vegetation while providing users with a tempered environment usable during the harsh winters.

OLD + NEW The atrium was designed to celebrate the juxtaposition of both historic and contemporary architecture and the blend of indoor and outdoor spatial qualities.

JEFFERSON PROPOSAL Early Learning Center | Legat Architects Wheaton, Illinois

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This proposal won a competition between Legat Architects and Perkins + Will. The project went out for Referendum after my departure from Legat Architects, and began construction in the beginning of 2019. This project was one of the most memorable from my time at Legat, not only because we won the job, but because of the team dynamic and the voice I was given. The driving factors of the design were daylighting, outdoor learning and play, break-out spaces, special education, and

expansion. The site was designed as an essential component of the building parti through landscaping that is integrated with the building, creating a pattern of repetition and rhythm across the site. Other themes considered throughout the design were diversity, immersion, adaptability, and interaction. The classroom module was carefully designed to create functional spaces for learning, collaboration, and zones for special education.

ENVISION ELGIN ACSA Steel Competition 2016 Judson University | Integrated Studio | Solo

WEST ELEVATION

This new mixed-use, mid-rise development includes apartments, offices, public amenities, and a day care/learning center. The primary goal of this project is to help revitalize Elgin, Illinois, which has remained relatively stagnant, despite its various opportunities for activity, a diverse context, and its proximity to downtown Chicago.

SOUTH ELEVATION

Additional public amenities such as a small movie theater, fitness center, and restaurants will help to stimulate the small downtown through family-oriented activities. The day care/learning center will help fill a gap in the needs of the community, helping to retain current residents, while investing in the next generation, and drawing future residents to the area.

URBAN DESIGN The design of the building and site respond to the angled street that terminates at the center of the site by continuing the axis as a pedestrian path, creating a direct connect to the park and the river.

SUSTAINABILITY

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Winter Winter Vents Closed Vents Closed

Summer Summer Thermal Barrier Thermal Barrier

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The tower’s steel structure, Nanawall system, and glass curtain wall create an occupiable double skin on the residential levels which serves as a sun-shading device, thermal barrier, natural ventilator, and an extended living space. The colored shades in the double skin allow for the facade of the building to continually change.

MODEL-MAKING Assorted Hand-Crafted Models Judson University | University of Maryland | Solo

My undergraduate education built a strong foundation of crafting physical models as part of the iterative process and design exploration. This is a component of the design process that I highly value and have greatly enjoyed. Not only creating detailed, finished models, but making quick study models is another aspect of model-making that I find especially helpful. Building many models over the years has given me the experience to think critically about the most effective and efficient way to build a

model and show an idea through a physical, three-dimensional representation. Creating a systematic approach and planning how to create the model is an essential part of good model-making. My acute attention to detail and precision also help to create well-crafted, clean models. The images on the following pages are some examples of final building models, detail models, and site models from my time as an undergraduate and graduate student.

Clay model created to speculate possible terrain of an unspecified figure-ground drawing.

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Physical model representing congregation of built form, public space, and city wall.

Hanging, tensile stair design with physical model of simple kit of parts that slide together.

UNIVERSITY CENTER, JUDSON UNIVERSITY This building will help shape a new campus quad and encourage social gatherings. The design had to respond to the topography of the site by entering on a lower level on the back, which allowed for the interior to benefit from a large learning stair. In addition, sustainable strategies were employed.

URBAN FARM AND MARKET IN ELGIN, IL This project highlights the hidden, unhealthy practices of the food industry. The market produces local produce with complete transparency while teaching the community about healthy food habits. The site model studies the relationship between the site and the river, the unique intersection, and the mid-rise tower diagonal from the site. MERIT SCHOOL OF MUSIC IN CHICAGO, IL Site model studying the relationship between the design for the school and the park across the street. The music theater was studied and designed based on prioritizing the acoustic reflections for optimal sound quality. The expression of the theater is seen extending above the roof and projects slightly on the facade. 76

CassandraHuntington11@gmail.com

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