ARCHITECTURE PORTFOLIO GRADUATE & PROFESSIONAL WORK 2018-2019 LIPTON SU
CLARENDON TERRACES
This proposal involved the re-design of an existing public housing project located in Somerville, MA. The existing conditions of the site were poorly maintained and there was very little public activity taking place in the urban environment despite being located beside a large park and various retail stores. The site is also heavily sloped from one end to the other which prompted a design that could create a flat plane for the community to engage in, revitalizing the urban spaces around the site.
Existing Site Plan
Programmed Spaces in Somerville, MA
Regional Plan of Open Spaces in Somerville, MA
Public VS. Private Spaces in Somerville, MA
The proposed design involved a series of terraces that would enable tenants and the community to engage in social and physical activities. Doubleloaded bars are used to provide efficiency and density. Project Location: Somerville, MA Project Type: Public Housing Project Year: 2018 Client: Studio 3 [4]
Site Plan
[5]
[6]
North-South Bu
uilding Section
[7]
Rendering of Private Spaces
[8]
East-West Bui
ilding Section
Rendering of Circulation Pathways
Rendering of Public Spaces
[9]
URBAN PERFORMANCE SPACES This proposal involved the design of a performance theater located in Medellin, Colombia. The existing site is currently home to a 3-storey retail building that will have its programs transferred to the ground floor of the proposed building; keeping the urban landscape familiar. The design intent of the project is to create a cultural hub for the city that showcases the culture and elegance of the community amidst the busy urban environment. It utilizes simplistic geometric shapes as the building isn’t meant to “intrude” the space of the locals but rather provide a rich gathering area for the community while incorporating the adjacent Parc of Lights as a visual feature.
Site Model Perspectives
Project Location: Medellin, Colombia Project Type: Performance Theater Project Year: 2018 Client: Studio 4 [10]
Conceptual Massing Model
Diagram of Theater Visuals
Site Plan
Site Circulation
[11]
Ground Floor Plan
[12]
Fourth Floor Plan
Second Floor Plan
Third Floor Plan
Fifth Floor Plan
Circulation Diagram
Rendering of Overall Site
Longitudinal Building Section
[13]
[14]
Rendering of Performance Theater from the Parc of Lights
Wall Section
[15]
THE CULTURAL HUB My thesis revolved around the idea of creating a community center for underresourced neighborhoods, specifically in Dorchester, MA where there is a high immigrant population. Culturally diverse neighbourhoods that are under-resourced can develop cultural and social tension. Their residents may lack the necessary skills and communication tools to engage in social interaction and live comfortably. A community center can help provide services and opportunities for the neighbourhood to interact in, help immigrant families settle in, and act as a cultural hub.
Site Layout
Box Extrusion
Amphitheater / Plaza Space
Voided Entrances
Community Gardens
Skylights for Natural Sunlight
Project Location: Dorchester, MA Project Type: Community Center Project Year: 2019 Client: Graduate Thesis [16]
Underground Parking Garage Entrance
Hoyt St.
Auckland St.
N
Shipping/ Receiving
Dorchester Ave.
k oc
.
St
nc
Ha
Site Plan
[17]
N
Ground Floor (PUBLIC) Retail (8,000 SF) Circulation (6,200 SF) Building Support (1,100 SF) Back of House (1,000 SF)
N
Second Floor (SEMI-PUBLIC) Skill Programs/Job Training/ Studios/Workshops (5,200 SF) Gallery (1,300 SF) Media Centre (2,200 SF) Circulation (4,400 SF) Building Support (500 SF)
N
Third Floor (PRIVATE) Multi-purpose/Meeting Rooms (2,600 SF) Senior Daycare Centre (2,000 SF) Community Garden (4,200 SF) Admin/Offices (800 SF) Building Support (500 SF)
[18]
Cross Section Perspective
[19]
[20]
Rendering of Lobby Space
Rendering of Amphitheater / Plaza Space
[21]
[22]
Rendering of Workshop Spaces
Rendering of Library
[23]
[24]
Rendering of Art Gallery
Rendering of Community Garden
[25]
MINUTEMAN HIGH SCHOOL Minuteman High School is located in Lexington, MA and serves over 10 communities in the area. The new vocational high school is 270,000 ft2 which includes large classrooms, vocational programs organized into trade clusters, a “main street� retail area, and break out spaces for small group learning. It was designed as a study through MSBA to create a new education facility to replace the existing high school that is old and deteriorating. I was put on the project during its CA stage and primarily responsible for updating the 3D model, site model, producing renderings, and video animations for the client to showcase their new building.
Rendering of the Main Entrance to Minuteman High School
Project Location: Lexington, MA Project Type: Voc. Tech. High School Project Year: 2019 Client: MSBA / Town of Lexington, MA [26]
Rendering of Overall Site
Rendering of Media Center
Rendering of Cafeteria
Rendering of Restaurant
Rendering of Cosmetology Classroom
[27]
BURRELL ELEMENTARY SCHOOL Burrell Elementary School is an add/reno. project located in Foxborough, MA. The add/ reno is split into 3 different phases that is coordinated together to allow classes to be operational during construction. A new gym and Pre-K area will be added to provide the school with the necessary spaces and accommodate for the growing population of the surrounding communities. I was primarily responsible for creating construction documents focusing on phase 3 of the project along with producing renders, coordinating MEPFP, and structure. Additionally, I was responsible for designing the upper panel options for the clients review.
Project Location: Foxborough, MA Project Type: Elementary School Project Year: 2019 Client: MSBA / Town of Foxborough, MA [28]
Ground Floor RCP
Upper Panel Elevations
[29]
Upper Panel Design - Option 1
Upper Panel Design - Option 2
[30]
Upper Panel Design - Option 3
3
2.9
3
AA 7" HIGH PREMANUFACTURED SNAPON ALUM. FASCIA, TYP.
35 A3.04
49 A9.05
36 A3.04
Sim
2.9
EXISTING BUILDING
37 A3.04 7" HIGH PRE-MANUFACTURED SNAP-ON ALUM. FASCIA, TYP.
NEW PVC ROOF MEMBRANE ON 1/2" HIGH DENSITY COVER BOARD ON 2 LAYERS OF 3" POLYISO INSULATION ON VAPOR RETARDER ON METAL DECK, TYP.
1/4" / 12"
1/8" / 12"
3'-3 1/2"
STRUCTURAL STEEL AS OCCURS, SEE S-SERIES DWG'S, TYP. SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP.
ALJ-4
2 A9.01
TYP. CAST STONE CAVITY WALL, SEE A-9 DWGS.
CONT. VAPOR RETARDER, TURN UP @ EDGES, TYP. CONCRETE SLAB-ON-GRADE, SEE S-SERIES DWGS, TYP.
SIM
KINDERGARTEN 195
SIM
8 A9.01
BRICK VENEER WITH 8" CMU BACKUP, ETR NEW 3 5/8" METAL STUDS WITH 5/8" GYPSUM BOARD ONE SIDE
4" CMU STARTER, TYP.
CONCRETE SLAB-ON-GRADE, ETR
CONCRETE SLAB-ON-GRADE, SEE S-SERIES DWGS, TYP.
CONCRETE SLAB-ON-GRADE, SEE S-SERIES DWGS, TYP. VAPOR BARRIER AND 2" RIGID INSULATION UNDER ENTIRE SLAB, TYP.
VAPOR BARRIER AND 2" RIGID INSULATION UNDER ENTIRE SLAB, TYP.
FIRST FLOOR 0' - 0"
6"
CONT. RIGID INSULATION TO T.O. FOOTING & UNDER SLAB, TYP.
PROGRES9S5:
CONCRETE WALL AND FOOTING, SEE S-SERIES DWG'S, TYP.
CONCRETE WALL AND FOOTING, SEE S-SERIES DWG'S, TYP.
Web
CONF. 113
NEW 3 5/8" METAL STUDS WITH 5/8" GYPSUM BOARD ONE SIDE
4" CMU STARTER COURSE, TYP.
EXTERIOR WALKWAY, SEE L-SERIES DWG'S, TYP. 2'-4"
EXTERIOR WALL: CALCIUM SILICATE MANUFACTURED STONE VENEER WITH AIR SPACE, 3" RIGID INSULATION, AIR AND VAPOR BARRIER ON 8" CMU BACKUP, TYP.
CONF. 113
Email: kba@kba-architects.com
SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP.
AIR CAVITY
F. O. PTD. CMU WALL BEYOND
A8.03
8 A9.01
SIM
5 A9.01
16 Chestnut Street, Suite 301, Fox Phone: Fax: 508-549-9906
STRUCTURAL STEEL AS OCCURS, SEE S-SERIES DWG'S, TYP.
SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP. 12'-4"
NEW ALUMINUM STOREFRONT SYSTEM, TYP.
CONF. 113
ALS-4 A8.03
CONCRETE PIER & FOOTING BEYOND, SEE S-SERIES DWG'S, TYP.
STRUCTURAL STEEL AS OCCURS, SEE S-SERIES DWG'S, TYP.
Sim
12'-4"
6'-8" M.O.
9'-2"
COLUMN BEYOND, TYP.
ALUMINIUM STOREFRONT
VENTED METAL SOFFIT SYSTEM, SEE A2 SERIES DWG'S, TYP.
NEW PVC ROOF MEMBRANE ON 1/2" HIGH DENSITY COVER BOARD ON 2 LAYERS OF 3" POLYISO INSULATION ON VAPOR RETARDER ON METAL DECK, TYP.
11'-1 1/2"
ALH-6 A8.04
12" HIGH DIMENSIONAL CHARACTERS ON PINTLES
416 Slater Road, P.O. Box 2590, New Phone: Fax: 860-229-0361
LOWER ROOF 11' - 7" NEW PVC ROOF MEMBRANE ON 1/2" HIGH DENSITY COVER BOARD ON 2 LAYERS OF 3" POLYISO INSULATION ON VAPOR RETARDER ON METAL DECK, TYP.
5/11/201
DATE: S R CON NOT FO
ISSUE DAT DATE
DE
07/11/2018
CANOPY @ MAIN ENTRANCE
CANOPY @ MAIN ENTRANCE
2
1/2" = 1'-0"
3
1/2" = 1'-0" 42 A3.04
A
35 A3.04
1/4" / 12"
49 A9.05
60% CD
REVISION DATE
26 A3.03
NEW PVC ROOF MEMBRANE ON 1/2" HIGH DENSITY COVER BOARD ON 1/8" PER FOOT TAPERED INSULATION ON 2 LAYERS OF 3" POLYISO INSULATION ON VAPOR RETARDER ON FLAT ETR DECK, TYP.
LIGHT GAUGE TRUSSES, SEE S-SERIES DWG'S, TYP.
NEW PVC ROOF MEMBRANE ON 1/2" HIGH DENSITY COVER BOARD, ON 2 LAYERS OF 3" POLYISO INSULATION ON VAPOR RETARDER ON SLOPED METAL DECK, TYP.
SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP. ALUM. T&G SOFFIT PANELS, SEE A2 SERIES DWG'S, TYP.
38 A3.04
Sim
LIGHT GAUGE TRUSSES, SEE S-SERIES DWG'S, TYP.
1A
ALUM. GUTTER SYSTEM, TYP.
3
ALUM. T&G SOFFIT PANELS, SEE A2 SERIES DWG'S, TYP.
SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP.
1B
NEW PVC ROOF MEMBRANE ON 1/2" HIGH DENSITY COVER BOARD, ON 2 LAYERS OF 3" POLYISO INSULATION ON VAPOR RETARDER ON SLOPED METAL DECK, TYP.
T.O.STEEL 13' - 7"
GYPSUM BOARD ON FURRING HAT CHANNELS
KEY PLAN 0'
1'
2'
4'
1/4" / 12"
SCALE: 1/2" = 1'-0"
3'-3 1/2"
4'-5"
1/4" / 12"
ALH-8 A8.04
ALUMINUM STOREFRONT SYSTEM
TYP. EXTERIOR WALL: PVC WALL PANEL ON 3" RIGID INSULATION, AIR AND VAPOR BARRIER ON 6" C.F.M.F. BACKUP, TYP.
FOR ALL ABBREVIATIONS, S AND GENERAL NOTES SE
ASPHALT SHINGLE ROOF
EXTERIOR WALL: NEW INSULATED METAL PANEL WALL SYSTEM ON FURRING HAT CHANNELS, AIR AND WATER BARRIER ON ETR 10" SOLID BRICK WALL
STRUCTURAL STEEL AS OCCURS, SEE S-SERIES DWG'S, TYP.
DE
2.6
UPPER ROOF 21' - 5 1/2"
ALUM. GUTTER SYSTEM, TYP.
Sim
DD
05/17/2019
1/2" = 1'-0"
A.3
ASPHALT SHINGLE ROOF
7" HIGH PREMANUFACTURED SNAPON ALUM. FASCIA, TYP.
02/15/2019
WALL TRANSITION @ NEW CONSTRUCTION
C
14'-1 1/8" VIF
AA
B.7
2'-4" R.O.
1
SD
STRUCTURAL STEEL AS OCCURS, SEE S- DWGS
LOWER ROOF 11' - 7" ALS-6 A8.04
Sim
TYP. EXTERIOR WALL: PVC WALL PANEL ON 3" RIGID INSULATION, AIR AND VAPOR BARRIER ON 6" C.F.M.F. BACKUP, TYP. STRUCTURAL STEEL AS OCCURS, SEE S-DWGS, TYP.
CONCRETE FOOTING BEYOND, SEE S-SERIES DWG'S, TYP.
EXTERIOR WALKWAY, SEE L-SERIES DWG'S, TYP.
LOBBY 111
CONCRETE SLAB-ONGRADE, SEE S-SERIES, TYP.
67 A9.07
SOFFIT AS OCCURS, SEE A2 SERIES DWG'S, TYP. ALUMINUM STOREFRONT SYSTEM
LOBBY 111
MEDIA CENTER 197
LOBBY 111
8'-10"
9'-2"
ALUM. STOREFRONT SYSTEM, TYP.
VEST. 101
SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP.
8'-6" M.O.
SUSPENDED CEILING ACT SYSTEM AS OCCURS, SEE A2 SERIES DWG'S, TYP.
Sim
ALUMINIUM STOREFRONT FRAME
ALH-9 A8.04
8'-6" R.O.
COLUMN BEYOND, TYP.
VENTED METAL SOFFIT PANELS, SEE A2 SERIES DWG'S, TYP.
Sim
ALUMINIUM STOREFRONT FRAME
12" HIGH DIMENSIONAL CHARACTERS ON PINTLES
ALH-7 A8.04
CONCRETE SLAB-ONGRADE, SEE S-SERIES, TYP.
REFER TO SHEET A8.01 FOR THRESHOLD DETAIL
REFER TO SHEET A8.01 FOR THRESHOLD DETAIL VAPOR BARRIER AND 2" RIGID INSULATION UNDER ENTIRE SLAB, TYP.
VAPOR BARRIER AND 2" RIGID INSULATION UNDER ENTIRE SLAB, TYP.
FIRST FLOOR 0' - 0"
CONCRETE WALL AND FOOTING, SEE S-SERIES DWG'S, TYP.
BURRE ELEMENT SCHOO
16 MORSE ST FOXBOROUGH, M
PROJECT NO.: 17019.00
WALL SECT
4
NEW ENTRANCE - VESTIBULE @ FRONT LOBBY 1/2" = 1'-0"
5
NEW ENTRANCE TO MEDIA CENTER 1/2" = 1'-0"
Wall Sections
6
CLERESTORY @ MAIN LOBBY 1/2" = 1'-0"
[31]
Rendering of Cafeteria
[32]
Rendering of Media Center
[33]
QUINCY PUBLIC SAFETY Quincy Public Safety is located in Quincy, MA and the project is a feasibility study to determine if the town needs a new facility. The existing Quincy Public Safety building experiences several issues with leakage and old and worn out systems. I had the opportunity to work on the project from its early SD and DD stages. I worked alongside two of my principals, a project manager, and a job captain to tackle the weekly submissions to the mayor for approval and progress.
Ground Floor Plan
Project Location: Quincy, MA Project Type: Public Safety Project Year: 2019 Client: Mayor / Town of Quincy, MA [34]
Second Floor Plan
Third Floor Plan
Fourth Floor Plan
[35]
[36]
Rendering of Front Elevation [37]
BEVERLY POLICE STATION
DOOR NUMBER
1 SIM
COLUMN DETAIL
1t
XX
WINDOW TYPE
SIM
1
* XX
WALL TYPE
X
REVISION MARK
ROOM NAME XXXX
ROOM NAME ROOM NUMBER FIRE EXTINGUISHER
BUILDING SECTION
A101
HANDICAPPED ACCESSIBLE AREA OR EXIT
X XX.XX
WALL SECTION
XX XXXX
AREA OF REFUGE OR AREA ASSEMBLY SEATING POSITION
PLAN DETAIL DOOR AND FRAME ASSEMBLY
170'-8"
71E-4
14D
1'-1 3/4"
WEAPONS LOCKER
14H
9 11
15'-4"
1
17'-9"
3 A6.04
16'-10"
A6.05
A134
PIPED COFFEE MACHINE (N.I.C.)
4
9"
U.C. REFRIGERATOR
5
4 KIT. A134
11G
8'-5"
1'-4"
A137A 5" 14F
8'-1"
2'-8" 14F
14B
14D
A139B
6'-1"
IT STOR. A131 F.D. A131
SUPERVISOR 14B A132 A132A
14B
12'-10"
6'-6"
TOILET A133
14F
1 A4.01
CORRIDOR A103A (FC-1) SEE DETAIL 30 / A9.05
I.T. OFFICE A130 4" 3'-4"
14B
2
STAIR A2 A12
6"
3'-4"
3'-4"
5
16A
M.C A114
H.C A121
PASS. A105
1'-7"
A106E
VEHICLE STOR. A109
A113
7'-4"
1 A4.02
3
M.C A115
A120
INTERVIEW A119
A115
A111
BIKE STORAGE A116
A119
M.C. A111
A116
5'-4"
A101B
B.BOND A118
1 A118A
VEST. A101
BULK SUPPLY A117
A117
7'-0"
Project Year: 2019 Client: Mayor / Town of Beverly, MA [38]
1
28'-0"
40'-0"
1'-8"
65'-4"
142'-0" 177'-4"
FIRST LEVEL 1/8" = 1'-0"
Ground Floor Plan
2'-8"
12'-0"
3'-4"
12'-9 3/4"
4'-6 1/4"
OVERALL
COLUMN LINES
BREAKS
OPENINGS
BREAKS
BREAKS OVERALL
Project Type: Police Station
A6.04
A6.04
OPENINGS
Project Location: Beverly, MA
1
2
OPENINGS
COLUMN LINES
OVERALL
2'-8"
2'-8"
K
A110
A6.03
A12B
UP
A114
H.M.C A110
PASSAGE A104
PASS. A120
CORRIDOR A103C
10'-7 3/4" 10'-5"
A106D
DECON. A112 8'-2" M.C A113
51B
7
114'-8"
A109 A112
A118B
10'-7 1/8"
11'-2"
1'-3"
A108B PASSAGE A165
A108C
A123
A121
7'-3"
6 8
2 A6.03
2 A4.02
6'-8"
CUST. A123
2'-2"
19B 5'-0"
23'-4"
A12A
7'-4 1/4"
6'-4"
1'-3"
6 1/2" 6'-4"
.
.
1 TREAD @ 11"
H.F.C A124
1'-6"
1 A4.04
SALLY PORT A106
BOOKING A108
(FC-1) SEE DETAIL 30 / A9.05 A125 PASS. A125 A124
A103A
14'-9"
A129 11'-11" POLICE TRAINING PROP STOR. A129
7
6
6'-8"
8'-0"
CORRIDOR A102C
A130 CORRIDOR 14F A103B
J.4
1'-5" 3'-4"
18'-0"
14F
1
1'-0 5/8"
J
5'-3"
4
14B
7'-10"
A106A
A107
F.C A126
10'-4"
A133 3'-4"
PROCESSING A107
A108A
6'-6"
7"
11'-0 1/8"
4 A4.02
A132B (FC-2) SEE DETAIL 30 / A9.05
A135
3
17B (FC-2) SEE DETAIL 30 / A9.05 MICROWAVE
A138
(FE-1) SEE DETAIL
BREAK A135
26
A128
STOR. A127
A127
I.T. A138
TABLE & CHAIR STOR. 14B A136
6'-4"
12
3'-4"
29'-8 1/8"
H
MEETING ROOM A139
PROP. A128
16B
32A A137C
DISPATCH A137
.
10 3
A162B
14'-11"
14'-11"
14B
A136
DETAIL 30 / A9.05
17'-9"
A140
2 A6.05
(FC-1) SEE
(FC-1) SEE DETAIL 30 / A9.05
EMERG. ELECTRIC A158
A126
6
1
A106C
2'-8"
A139A 4'-0"
7
A106B
16B 12'-7 1/8"
8'-6"
2
1 A6.03
A108D
A156
14A
14F
A145 WORK ROOM A145
TOILET A143
TOILET A142
3'-4" 1'-10"
13
A142
PASSAGE A163 8'-4 3/4"
32A
A137B A154B
13 REPORT PREP. 12 A156
4"
17B
A143
71E-4 A141
A144A
A144C
4'-0"
11'-7"
6'-6"
26'-0"
INTERVIEW A141 14
HOUSEMAN A144
A144B
2 A4.01
19B
.
G.5
EOC STOR. A140
9'-6"
6'-6"
1'-0 7/8"
9 1/2" 3'-4"
1'-1"
G
A100B
72E-4 AWJ-11
1
2
VEST. A100
7'-9 1/2"
1" 11'-9"
10'-5"
10'-2"
A100A 1 A6.01
1'-0" 5'-4"
A164
5'-6" 154C (FC-1) SEE 14B DETAIL O.I.C. 30 / A9.05 14B A154 3'-0" A154A 8'-6"
4"
A158
6'-8"
5'-11"
CORRIDOR A102A
7'-2"
A157 3'-4"
A9.04
16'-5"
A162A
ANIMAL CONTROL A162
11'-2"
STORAGE A164
ELEV. 01
3
39
18B
CORRIDOR A102B 11
A161
4"
45
LAUNDRY A157
6'-0"
72E-4 15
17 LOBBY A101
3'-10"
A153 N.S.O. A153
14B
10'-3 1/8"
3C
3 7/8"
ANIMAL CONTROL STOR. A161 9'-5 1/8"
A159
4'-8"
A155 16B
2
14B
4"
14'-1" 3'-4"
15A
A11B 3C
ELECTRICAL A160
2"
3'-4"
18
20B
A102
16
71E-4 A146
7'-3"
A166B
6'-10"
11'-11"
10'-7 3/4"
71E-4
A152
2'-8"
4'-5"
1'-6 1/2"
A148B
15A
15A
22'-0" STAIR A1 A11
MIN.
PATROL ADMIN STOR. A155
15A
1 A4.05
16B
FIREARM 9 PERMIT A146
1'-8"
A151
A150
VESTIBULE A166
3'-7 3/4"
5'-9" 4'-11"
16B
A148A
14B
F
41'-4"
17'-5"
3'-4"
9'-3"
57 Sim
E
10
15A
CUST. A151
15A
A160
A11A 1'-3 5/8"
TOILET A152
5'-7 1/2"
3"
(FC-1) SEE DETAIL 30 / A9.05
A149
7'-4 1/4"
31'-2"
D
41'-4"
RECORDS A148
1'-7"
C.5
114'-8"
11
FILE AREA A147 17B
PAYROLL OFFICE A149
10'-1"
HIGH DENSITY SHELVING (TYP.)
9'-8"
2
ELEV. MACH. A150
2'-5"
F.D.
MECHANICAL/ ELECTRICAL A159
1'-6 1/8"
A166A 14B
A6.01
I had the opportunity to work on the project from its early DD & CD stages. I worked alongside the director of design, project architects, a job captain, and other interns to tackle the weekly submissions to the mayor for approval and progress.
22
A6.06
3'-4"
23
57
2'-1"
C
1 A4.03
1
3 A4.01
6'-3"
B
4"
14'-0"
14'-0"
14'-0"
A6.02 2 Sim
(FE-1) SEE DETAIL
15'-4"
25'-4"
15A
A6.02 1
4'-8"
57 Sim
4'-4"
A6.02
2
12'-9 3/4"
HIGH 17 Sim LOW 2 Sim
3
25'-4"
4
3
1'-4" 4'-0"
A
5
6'-8"
5.2
HIGH 17 2 LOW Sim
2'-6 1/4"
14'-7"
6
12'-9 3/4"
3'-4"
7
2'-8"
38'-8"
8
35'-4"
4'-0"1'-1 1/8"
20'-9"
9
41'-4"
20'-7 7/8"
32'-0"
10
3'-10"
50'-8"
11
21'-4"
3'-4"
12
32'-0"
26'-2"
10'-0"
16'-11"
10'-2 1/8"
62'-0"
BREAKS OPENINGS
1'-0"
OVERALL
Beverly Police Station is located in Beverly, MA and the project is a new building for the police department of Beverly. The existing Beverly Police Station experiences several maintenance issues and deterioration. The mayor of Beverly is interested in a new building that could potentially be fully sustainable.
A101A
K
J
H
COMPOSITE METAL PANEL FASCIA, SEE A6 & A3 SERIES FOR MORE INFO., TYP.
G.5
F
C.5
3
2
A6.03
A6.03
A
ROOF 39' - 4"
AS17 4'-2"
AS19
THIRD LEVEL 26' - 4"
COMPOSITE METAL PANEL SYSTEM TYP.
COMPOSITE METAL PANEL SYSTEM TYP.
ALUMINUM STOREFRONT WINDOW SYSTEM, TYP.
AS10
AS09
EXTERIOR LIGHT TYP.
CORRUGATED METAL PANEL SYSTEM TYP.
LV-1
SECOND LEVEL 13' - 4"
EXTERIOR LIGHT TYP.
3'-6"
01_FIRST LEVEL 0' - 0"
FIBERGLASS DOORS AND FRAME
AS03
OVERHEAD GARAGE DOOR TYP. 1'-4"
ALIGN
CALCIUM SILICATE MASONRY UNIT TYP
1'-4"
CJ
1'-4"
CJ
CJ
1'-4"
CJ
CALCIUM SILICATE MASONRY UNIT TYP
CJ
CJ
1
EAST ELEVATION 1/8" = 1'-0"
12
11
10
9
8
7
6
5
4
3
2 A6.04
2
1
1
CURTAIN WALL SYSTEM WITH IMPACT RESISTANT HURRICANE GLAZING TYP.
A6.04
COMPOSITE METAL PANEL FASCIA, SEE A6 & A3 SERIES FOR MORE INFO., TYP.
ROOF 39' - 4" COMPOSITE METAL PANEL SYSTEM TYP. AS18
AS21
ALUMINUM STOREFRONT WINDOW SYSTEM, TYP.
THIRD LEVEL 26' - 4"
COMPOSITE METAL PANEL SYSTEM TYP.
COMPOSITE METAL PANEL SYSTEM TYP. AS11
ALUMINUM STOREFRONT WINDOW SYSTEM, TYP.
AS15
AS13 EXTERIOR LIGHT TYP.
SECOND LEVEL 13' - 4" AS06
1' STAINLESS STEEL STANDOFF PIN LETTERS
AS05
BALLISTIC GLAZING CALCIUM SILICATE MASONRY UNIT TYP.
01_FIRST LEVEL 0' - 0"
2
EQ EQ
ACW2
ALIGN
1'-4"
ALIGN
FORMED ALUMINIUM PLATE 1'-4"
1'-4"
CJ
CJ
CJ
CJ
CJ
CJ
23'-1"
1'-4"
CJ
CJ
CJ
CJ
CALCIUM SILICATE MASONRY UNIT TYP TYP.
SOUTH ELEVATION 1/8" = 1'-0"
[39]
30 A3.04
9
SIM
STRUCTURAL STEEL AS OCCURS. SEE SSERIES DWGS, TYP.
313 Congress Street, Suite 150, Boston, M Phone: 508-617-2212 Fax: 508-549 Email: kba@kba-architects.com
11'-6 1/2"
3 A9.02
TOILET A320
33 A3.04 ROOF CONST. AS OCCURS, SEE A3 SERIES DWGS.
34 A3.04
ROOF CONST. AS OCCURS, SEE A3 SERIES DWGS.
SIM
35 A3.04
1'-2 1/2" COMPOSITE METAL PANEL SYSTEM
THIRD LEVEL 26' - 4"
STRUCTURAL STEEL AS OCCURS. SEE SSERIES DWGS, TYP.
3'-8"
.
3'-8" COMPOSITE METAL PANEL SYSTEM / FASCIA
Web: www.kb
11
10
COMPOSITE METAL PANEL SYSTEM
11
COMPOSITE METAL PANEL SYSTEM
ROOF 39' - 4"
416 Slater Road, P.O. Box 2590, New Britain, C Phone: 860-229-0361 Fax: 860-229
16 Chestnut Street, Suite 301, Foxborough, Phone: 508-549-9906 Fax: 508-549
SYSTEM / FASCIA
2'-6" COMPOSITE METAL PANEL
ROOF CONST. AS OCCURS, SEE A3 SERIES DWGS.
ISSUE DATE
THIRD LEVEL 26' - 4"
DATE
DESCRIPTIO
10.28.2019
75% CONSTRUCTION D ESTIMATE SET
STRUCTURAL STEEL AS OCCURS. SEE S-SERIES DWGS, TYP.
T.O. STEEL
B.O. STEEL
PLATE @ 9'-2"
5'-11"
ALUMINUM STOREFRONT (S.F.)
B.O. STEEL
DESCRIPTIO
2
1 SECOND LEVEL 13' - 4"
KEY PLAN
3 A9.02 0'
4'
8'
16'
SCALE: 1/8" = 1'-0"
AWH-3 A8.05
LOBBY A101
9'-0"
VEST. A100
4 A9.03 CALCIUM SILICATE MASONRY UNIT
9'-1 5/8"
DEPRESSED FLOOR GRILL, SEE S-SERIES DWGS
AWH-6 A8.05
PROJECT
3'-8" 16'-6"
ALUMINUM STOREFRONT (S.F.)
2'-11 1/2"
8 1/2"
7'-5"
SECOND LEVEL 13' - 4"
AWS-2 A8.05
Sim
PLATE @ 2'-11"
45 A3.06
TRAINING UNIT A202 213 SF
COMPOSITE METAL PANEL SYSTEM
3 A9.02 34 A3.04
T.O. STEEL
AWS-2 A8.05
PLATE @ 9'-2"
16 A9.04
Sim
PLATE @ 2'-11"
5'-10"
ALUMINUM STOREFRONT (S.F.)
1'-2 1/2" COMPOSITE METAL PANEL SYSTEM
REVISIONS DATE
AWH-1 A8.05
AWH-2 A8.05
Sim
11 A9.02
FILE AREA A147 191 SF
T-1 2 A8.01
13 A9.02 MOW STRIP NO LESS THAN 8" BETWEEN BUILDING AND LANDSCAPE
01_FIRST LEVEL 0' - 0"
01_FIRST LEVEL 0' - 0"
BEVERLY POL STATION
175 Elliott Street Beverly, MA 0191
FOUNDATION WALL, SEE S-SERIES DWGS
FOUNDATION WALL, SEE S-SERIES DWGS
CONCRETE FOOTING, SEE S-SERIES DWGS
CONCRETE FOOTING, SEE S-SERIES DWGS
PROJECT NO.: 18028.00
1
[40]
WS-1
2
1/2" = 1'-0"
Wall Sections
DRA
WALL SECTIO
WS-2 1/2" = 1'-0"
A6
Rendering of Exterior Facade
[41]
NORTHEAST METRO. HIGH SCHOOL The Northeast Metro. High School project is a proposal submitted to MSBA to replace the existing school. The existing school doesn’t meet the requirements and density of the community anymore and has deteriorated over the years. The high school is set to provide for over 10 different communities in the area and will feature various retail and hands-on programs that students can take. I had the opportunity to work on the proposal, producing various graphics and renderings for the intervi. I worked alongside the director of design and other interns to produce 3 different site options; 2 new buildings and 1 add/reno option.
Rendering of Overall Site - Option 1
Project Location: Wakefield, MA Project Type: Voc. Tech. High School Proposal Project Year: 2019 Client: MSBA / Town of Wakefield, MA [42]
Rendering of Overall Site - Option 2
Rendering of Overall Site - Option 3
Rendering of Front Elevation - Option 1
[43]