VOL 1: PROFESSIONAL WORK
DAVIE JAVIER MOJICA | Contact | 407.9298694 | Email: davmoj@gmail.com | Complete Work Available at http://issuu.com/davmoj
vol 1: professional work Perkins Eastman | Boston, MA Shepley Bulfinch | Boston, MA
professional work samples
DAVIE JAVIER MOJICA Contact | 407.929.8694 | davmoj@gmail.com | 144 N. Beacon St. Brighton, MA 02135 Davie Mojcia is an award winning Architectural Designer with six years of experience in architecture firms, two years in architectural pedagogy, and six years of retail interior design consultation. He work includes residential, healthcare, higher education, retail, and financial commercial sector design. He is experienced in all phases of architectural project document production and is currently gaining experience in construction administration. Full CV available upon request.
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davie javier mojica
vol 1: professional work PROFESSIONAL WORK SAMPLES 6 | MODULAR DELINEATIONS Ten Essex : Cambridge, MA Mid Rise Housing Retail 22 | HEALING GARDENS Women and Children’s Hospital : Buffalo, NY Healthcare 34 | AUGMENTED CORNER College of Business Administration Bowling Green, OH Higher Education 44 | EMBED Lasell Athletic Center Boston, MA Higher Education Athletic PROFESSIONAL WORK ON THE BOARDS 52 | PERTINENCE IN CONTEXT Hudson Exchange A Jersey City, NJ High Rise Residential Retail Complete Work available at http://issuu.com/davmoj
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professional work samples
MODULAR delineations
Ten Essex is a modular six story multi-family residential building a top a slate and glass retail base in the forward thinking community of Cambridge, MA. This project extends the commercial vibrancy of Central Square (on Massachusetts Avenue) to the smaller scaled residential street of Bishop Allen Drive. It explores the material relationships of its adjacent context and reinterprets the use of masonry and metal cladding. The utilization of prismatic metal composite panels frame a wide range of large scale spatial modular moments ranging from a roof top patio, open balconies, transparent retail spaces, and creates a notable corner which peers over the adjacent context to actively address Massachusetts Ave. Ten Essex expands the vibrancy of Central Square while bridging the gap between this active commerce area and the quiet neighborhood beyond Bishop Allen Drive.
TEN ESSEX Boston, MA Housing and Retail
Role: Design Lead Client: Naggar Realty LLC Location: 10 Essex St. Cambridge, Massachusetts Construction Type: New (Mid-rise) Phase of Involvement: Schematic Design to Construction Documents Size: 52,014 sf Team Members: Perkins Eastman: John Pears, Davie Mojica, Leo Patterson, Chris Boyce, George Morin, Michael Niehaus Boyce-Watson Architects: Mark Boyes-Watson, Stephen Hiserodt, Christopher Sullivan 6
davie javier mojica
Roof Deck and Garden
Unit Modules
Egress Modules (for Ten Essex) Core Modules
Egress Modules (for adjacent building)
Concrete Podium (Lobby | Retail)
site plan Underground Parking
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professional work samples
1
1.5
2
2.5
3
3.3
3.7
4
4.3
5
4.7
5.3
6
5.6
7
PH ROOF (80'-0") 105' - 6"
P
ROOF (70'-0") 95' - 6" RAILING TYPE 1, TYP.
SLIDING DOORS
LEVEL 6 (60'-0") 85' - 6"
LEVEL 5 (50'-0") 75' - 6"
LEVEL 4 (40'-0") 65' - 6"
LEVEL 3 (30'-0") 55' - 6"
LEVEL 2 (+20') 45' - 6" TOP PODIUM SLAB 44' - 4 1/4" ALIGN WITH ADJACENT STOREFRONT SYSTEM
ROLL UP STEEL DOOR POWDER COATED.
GAS METER ACCESS DOOR
LEVEL 1 (0'-0") 25' - 6"
K
STAIR 4 EXIT
POWDER COATED MESH PANEL; COLOR TO MATCH CURTAIN WALL SYSTEM
PROP. BLDG.
EXISTING TO REMAIN
CUSTOM PLANTATIONS SEE L101 TYP X2
2.7
EXTERIOR ELEVATION - NW - ESSEX ST 1/8" = 1'-0"
ELEVATION FROM ESSEX ST G
F
E
D
C
B
A
The utilization of the composite metal panel both in a vertical format as well as a horizontal format creates unique opportunities for the material to be applied to the underside of surfaces. This treatment to the exaggerated parapet and balconies creates a series of insets shaping views within the neutral field facing Essex St.
S
A
B
B
PH ROOF (80'-0") 105' - 6"
ELEVATION EXHAUST VENT
RAILING TYPE 3
EXT3
ROOF (70'-0") 95' - 6"
RAILING TYPE 3
RAILING TYPE 3 EXT3 ROOF (70'-0") 95' - 6"
ROOF (70'-0") 95' - 6"
RAILING TYPE 1, TYP.
LEVEL 6 (60'-0") 85' - 6"
A
A
RAILING TYPE 1, TYP.
LEVEL 6 (60'-0") 85' - 6"
LEVEL 6 (60'-0") 85' - 6"
LEVEL 5 (50'-0") 75' - 6"
LEVEL 5 (50'-0") 75' - 6"
GLASS RAILING SYSTEM, TYP.
EXTERIOR
P
T S
RAILING TYPE 1, TYP.
RAILING TYPE 1, TYP. LEVEL 5 (50'-0") 75' - 6"
RAILING TYPE 1, TYP.
LEVEL 6 (60'-0") 85' - 6"
EXT1
LEVEL 5 (50'-0") 75' - 6"
ROOF (70'-0") 95' - 6"
8
1 C
C
P
INTERIOR
EXTERIOR
EXTERIOR
INTERIOR
davie javier mojica
A.4
3.3
1
PR
TPO MEMBRANE FULLY ADHERED TO PROTECT BOARD OVER 3/4" PLYWD
1'-0 1/2"
11 3/4"
11 3/4"
ALUM CLADDING SYSTEM- COLOR AS SELECTED
2'-5 1/2" FS PITCH 1/4"
ROOF (70'-0") 95' - 6"
ROOF (70'-0") 95' - 6"
ALUM FLASHING TO MATCH
2 1/4"
1'-0" 11 3/4"
ALUM COMPOSITE METAL CLADDING SYSTEM ON ALUM SUPPORT SYSTEM @ SOFFIT AND FASCIA
SEALANT
2 1/4"
2 1/4"
2 1/4"
VARIABLE DEPTH PT WD BLOCK'G AND SHIMS
1'-0"
11 3/4"
VAFRIES
1'- 0 1/2" 2 1/4"
2"X 10" FRT WD JOISTS 16" OC SEE STRUCT FRAMING PLANS
EDGE OF ROOF OPNG
1'-0 1/2"
72' - 2 1/2" CONSTANT
PITCH 1/8"/ FT
ROOF (70'-0") 95' - 6"
ROOF (70'-0") 95' - 6"
10 3/4"
PREFAB 4"X 4" CANT STRIP TYP
HIGH DENSITY (100 PSI) RIGID INSULATION AT THRU FASTENING LOCATIONS
3'-0"
3/4"
STEEL THRU BOLTS SEE STRUCT FOR SIZE AND SPACING
1'-0 1/2"
2'-0" 1'-1 1/4"
PEEL AND STICK AIR BARRIER
MODULE ROOF/ CLG ASSEMB.
ROOF O.H. (LEVEL)
4 1/2" HIGH DENSITY (100 PSI) RIGID INSULATION AT THRU FASTENING LOCATIONS DOW HIGHLOAD 100 OR EQ SEE ELEV + PLANS FOR EXTERIOR WALL TYPES
KE
SECTION- PARAPET OH LINE 1
PARAPET 1 1 1/2" = 1'-0" DETAIL AT MASS AVE AND BISHOP ALLEN DR
1
2
3
1.5
3 1 1/2" = 1'-0" PARAPET DETAIL AT ENTRY
PARAPET 2 1 1/2" = 1'-0" DETAIL AT ESSEX ST SIDE
3.3
2.5
SECTION TYP PARAPET OH
SECTION @ PARAPET OH OPNG 2
4
3.7
4.3
4
SECTION @ PARAPET OH OPNG 1 1 1/2" = 1'-0"
5 4.7
50 FRANKLIN ST, SUITE 203 BOSTON, MA 02110 T. 617.449.4000 www.perkinseastman.com
E
F
D
C
B
A
E
F
D
C
B
A
SE
ELEVATOR MACHINE ROOM
PH ROOF (80'-0") 105' - 6"
PH ROOF (80'-0") 105' - 6"
THIRTY BOW STREET SOMERVILLE, MA 02143 T. 617.629.8200
PH ROOF (80'-0") 105' - 6"
STAIR 2
PROJECT TEAM:
STAIR 2
OWNER:
3MJ ASSOCIATES LLC 585 MASSACHUSETTS AVE, SECOND FLOOR CAMBRIDGE, MA 02139 617.876.9080
ROOF (70'-0") 95' - 6"
UNIT
UNIT
UNIT
UNIT
UNIT LEVEL 6 (60'-0") 85' - 6"
UNIT
UNIT
UNIT
ROOF (70'-0") 95' - 6"
ROOF (70'-0") 95' - 6"
OWNER'S PROJECT MANAGER:
UNIT
URBAN SPACES LLC 10 McTERNAN STREET CAMBRIDGE, MA 02139 617.868.5558
UNIT
UNIT
STRUCTURAL:
UNIT
UNIT
L.A. FUESS 101 FEDERAL STREET, SUITE 502 BOSTON, MA 02110 617.948.5700
LEVEL 6 (60'-0") 85' - 6"
UNIT
MEP/ CODE:
R.W. SULLIVAN ENGINEERING THE SCHRAFFT CENTER 529 MAIN ST. SUITE 203 BOSTON, MA 02129-1107 617.523.8227
LEVEL 5 (50'-0") 75' - 6" LEVEL EB 5 73' - 4"
UNIT
UNIT
UNIT
UNIT
UNIT LEVEL 4 (40'-0") 65' - 6"
UNIT
1
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
EXISTING OFFICE/ RETAIL
SITE SURVEY:
UNIT
LEVEL 3 (30'-0") 55' - 6"
ELEV
UNIT
EXISTING OFFICE/ RETAIL
5.6
5.3
5
4.7
4.3
4
3.7
3.3
3
2 2.2
LEVEL 2 (+20') 45' - 6" TOP PODIUM SLAB 44' - 4 1/4"
10 CA
CIT
PR
VESIBULE
LEVEL 1 (0'-0") 25' - 6"
NORFOLK ST
2.7 2.5
LEVEL 3 (30'-0") 55' - 6"
PR
T S
PR
EXISTING BASEMENT
1.5
1
LATERAL SECTION 1 1/8" = 1'-0"
PROP BLDG ESSEX ST
A.2
A.4
B.3
NORTH SOUTH SECTION PH ROOF (80'-0") 105' - 6"
9
ROOF (70'-0") 95' - 6"
SEAL:
LEVEL 1 (0'-0") 25' - 6"
PARKING GARAGE
MASSACHUSETTS AVE
1 6
UNIT
TOP PODIUM SLAB 44' - 4 1/4"
LOBBY
BISHOP ALLEN DR
Ten Essex\Ten Essex Portfolio Model.rvt
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1/8" = 1'-0"
UNIT LEVEL 2 (+20') 45' - 6"
KEY PLAN:
2.7
EAST WEST SECTION LONGITUDINAL SECTION 1
UNIT
PR
LEVEL PG 14' - 6"
1
UNIT LEVEL 3 (30'-0") 55' - 6"
UNIT
ADAMS & RAFFERTY JAMES J. RAFFERTY, ESQ. 675 MASSACHUSETTS AVE CAMBRIDGE, MA 02139
LEVEL EB 1 LEVEL 26' 1 (0'-0") - 6" 25' - 6"
ROOF (70'-0") 95' - 6"
UNIT LEVEL 4 (40'-0") 65' - 6"
UNIT
GEOTECHNICAL CONSULTANTS, INC. 201 BOSTON POST ROAD WEST MARLBOROUGH, MA 01752 508.229.0900
RAMP TO PARKING GARAGE
PARKING
UNIT LEVEL 4 (40'-0") 65' - 6"
FELDMAN LAND SURVERYORS 19 MIDSTATE DRIVE, SUITE 200 AUBURN, MA 01501 58.721.7600
LEVEL EB 2 TOP PODIUM SLAB 5" 44'39' - 4-1/4"
PARKING
UNIT LEVEL 5 (50'-0") 75' - 6"
UNIT
LENARD ENGINEERING 112 SHAWMUT AVE BOSTON, MA 02118 617.357.9740
GEO TECH:
LEVEL EB 3 50' - 4"
PARKING
UNIT LEVEL 5 (50'-0") 75' - 6"
CIVIL/ SITE/ LANDSCAPE:
LEVEL EB 4 60' - 7"
LEVEL 2 (+20') 45' - 6"
RETAIL
UNIT
LEVEL 6 (60'-0") 85' - 6"
LEVEL EB -1 17' - 7 1/4"
2 C
D
E
F
DR
R
ELEVATOR PIT EL 9' - 6"
LATERAL SECTION 2 1/8" = 1'-0"
G
NORTH
PH ROOF (80'-0") 105' - 6"
G
F
D
C
A A.4
DR
NO ROOF (70'-0") 95' - 6"
ROOF (70'-0") 95' - 6"
THIRTY BO
professional work samples
PROJECT TEAM: OWNER:
3MJ ASSO 585 MASS CAMBRID 617.876.90
OWNER'S P
URBAN S 10 McTER CAMBRID 617.868.55
STRUCTUR
L.A. FUES 101 FEDE BOSTON, 617.948.57
MEP/ CODE
R.W. SUL THE SCHR 529 MAIN BOSTON, 617.523.82 EXIST RETAIL BASEMENT
SITE SURVE
EXIST RETAIL BASEMENT
LENARD E 112 SHAW BOSTON, 617.357.97
CIVIL/ SITE/
1
3
4
FELDMAN 19 MIDSTA 01501 58.721.760
5
GEO TECH:
1.6
2.7
3.4
GEOTECH 201 BOST MARLBOR 508.229.09
4.2
ADAMS & JAMES J. 675 MASS 02139
COORDINATE H-MART EXISTING ELECTRICAL SUPPLY CONDUIT BANK CONNECTION TO ELECTRICAL ROOM PG-130
ALIGN TO PROPERTY LINE
TRAFFIC CONTROL SIGNALS 7'-6" X 16'-0" (TYP.)
PROPERTY LINE
LINE OF WALL ABOVE
NOTE: ELECTRICAL TO COORDINATE TRAFFIC SENSORS IN THE SLAB TO ACTIVATE ONCOMING TRAFFIC SIGNALS
EXCAVATE AND EXTEND SLAB TO MATCH
KEY PLAN:
RAMP UP
STORM WATER RETENTION TANK. SEE CIVIL/STRUCT.
ELEVATOR E1
D
STAIR 2
MECHANICAL 009
STAIR 2 S2
CR
NEW SLAB TO RAISE FLOOR. FINISHED SLAB TO U/S OF JOISTS 6'-11"
ALIGN CABLE RAIL
ALIGN
BISHOP ALLEN DR
ELECTRIC VEHICLE CHARGE STATION
E.2
CL
E
8'-6" X 18'-0" (TYP.)
7'-6" X 16'-0" (TYP.) 32 BICYCLE SPACES
TANDEM BIKE SPOTS 3'x10'
CL
CR
C
F.D. EL. 14'-5"
TEXTURED EPOXY FLR. FIN. TO EXT. 6" UP WALLS
WALL MTD FAN UNITS + PLENUM DUCT. SEE MEP
CIP COLS TO U.O.C., TYP. SEE STRUCT.
3'-0" X 8'-0" (TYP.) 26 BICYCLE SPACES
COORD. LOUVERS OPN'G w/STRUCT. AIR PLENUM SHAFT
ELEC RM 002
8'-6" X 18'-0" (TYP.)
.
FD
FLOOR EL. TO MATCH EXIST.
TANK FLR EL. 19'-6"
H20 H20 FP
ALIGN WITH PROPERTY LINE
TEL/ DATA AND ELEC METERS
A.7
PROJECT INFOR
TEN E STRE
STAIR 3 S3
003
A
A GRAVITY STORM LINE
SEE MEP
SEAL:
A.8 SEE NOTE 6
WATER 008
FLR. ANCH. GALV. PTD. BICYCLE POSTS, TYP.
BIKE REPAIR 006
A.8
STL BOLLARD
FAN UNIT
EXIST ELEC 005
F.D. EL. 14'-5"
10'x10' DEPRESSED F.D. SLOPED <1/4" L.F.
A.6
EXIST ELEC 004
GARAGE 001
BICYCLE PARKING ROOM 007
MASSACHUSETTS AVENUE ABOVE
F'
PROPERTY LINE
10 ESSEX CAMBRIDG CITY FILE #: PROJECT #:
PROJECT ISSUE
PROJECT STATU
ESSEX STREET ABOVE
DRAWING INFOR
FLOO PARK 1.6
2.2
3.4
2.7
1
3
4
5
BASEMENT LEVEL - BIKE PARKING, CAR PARKING, AND MECHANICAL
WT INTERIOR UTILITY / TRASH INTERIOR
Type Mark 3 4 5
3' - 0" 3' - 0" 3' - 0"
DOOR SIZE Height 7' - 0" 7' - 1 3/4" 7' - 0"
DOOR SIZE Thickness 1 3/8" 1 3/4" 1 3/4"
DOOR
DOOR
DOOR
Material
Finish
Under Cut
Fire Rating
FRAME
FRAME
FRAME
Type
Material
Finish
Hardware
Comments
10
7
NOTES
1. LOW POINT OF BASEMENT IS SET AT RIM OF FLOOR DRAINS EL. 11'-0" FROM LOBBY GRADE ELEVATION 25'-6" (SET 0'-0" BENCH MARK)
1. SEE ENLARGED UNIT PLANS FOR PARTITION TYPES AND UNIT DIMENSIONS. STARTING FROM A402 THROUGH A406.10
2. FLOOR SLOP IS TO BE SMOOTH AND UNIFORM. NO PART OF ANY SLOPE IS TO EXCEED 5%.
2. ALL UNIT BATHROOMS ARE TO BE MR-GWB PTD W/ ANTI FUNGAL/MOLD RESISTANT PAINT, AND TILE BACKER BD. AT WALL TILE LOCATIONS. SEE NIT ELEV. FOR TYPICAL.
3. TRAFFIC CONTROLS ARE TO BE SET BY DOOR CONTROLLER MFG. SEE SPECIFICATIONS FOR IN SLAB LOOPS+SENSORS TO BE COORDINATED W/ STRUCTURAL SLAB.
DOOR LEGEND LEVELS PG AND 1 DOOR SIZE Width
6
BASEMENT NOTES
4. ALL FLOOR STRIPING AND PARKING CONTROL MARKERS ARE TO BE PHOTO REFLECTIVE AND EMBEDDED IN EPOXY BROADCAST FLOORING. 5. SEE MEP/CIVIL FOR EXISTING 4: VIM FITNESS WATERLINE AND METER RELOCATION TO PROPOSED WATER METER ROOM. 6. TEL/DATA AND ELEC. METER ROOM TO HAVE FIRE TREATED 2x FURRING W/PLYWD FACE AS REQ'D BY ELECTRICAL. SEE ELEC. DWG.
DRAWING HISTO
NO.
1
FLOOR PLAN - LEVEL PG 1/8" = 1'-0"
DATE
davie javier mojica
view from Massachusetts ave
view from Massachusetts ave
view from Norfolk ave
11
professional work samples
ENTRY FROM ESSEX ST
12
davie javier mojica
THIRTY BO
PROJECT TEAM: OWNER:
3MJ ASSO 585 MASS CAMBRID 617.876.90
OWNER'S P
URBAN S 10 McTER CAMBRID 617.868.55
STRUCTUR
L.A. FUES 101 FEDE BOSTON, 617.948.57
MEP/ CODE
R.W. SUL THE SCHR 529 MAIN BOSTON, 617.523.82
SITE SURVE
LENARD E 112 SHAW BOSTON, 617.357.97
EXIST RETAIL
CIVIL/ SITE/
1
3
4
1.2
3.4
FELDMAN 19 MIDSTA 01501 58.721.760
5
4.8
GEO TECH:
EXIST RETAIL
4.2
GEOTECH 201 BOST MARLBOR 508.229.09
ADAMS & JAMES J. 675 MASS 02139
F
KNOCK OUT PANEL ALIGNED w/ EXISTING OPEN'G. SEE STRUCT. TRAFFIC SIGNAL
STAIR 4 S4
UPTURNED BEAM SEE STRUCT.
ACCESSIBLE BIKE PARKING
EXIST RETAIL
KEY PLAN:
.
E.2
MASSACHUSETTS AVENUE
BEGINNING OF BLEND SLOPE
KNOCK-OUT PANEL 8' -2" HIGH
E
D
ELEVATOR E1
FIRE PUMP 104
UTILITY 106
CR
STAIR 2 S2
SHAFT TO GARAGE
GATE
C
LOBBY 102
C.I.P CURB WALL, SEE STRUCT. TYP.
INFILL WINDOW OPENING
ELEC. RISER ENCLOSURE
MAIL 103
EXIST RETAIL (PAYLESS)
TRAFFIC SIGNAL
BENCH MARK
CR
A.6
INFILL WINDOW OPENING FUTURE CHASE
RETAIL (SHELL) 108
WALK-OFF MAT
STORAGE 107
EXIST RETAIL
CORRIDOR 109
IT / HEAD END
VESTIBULE 101
CR
CIP COLS. TO U.O.S. SEE STRUCT., TYP.
ALIGN CORNER WITH PROPERTY LINE
A.8
EXH. FAN
CIP COLS. TO U.O.S. SEE STRUCT. TYP.
A.3
CLEAR .
STONE PAVERS
STORMWATER MANHOLE. SEE CIVIL & STRUCT.
EXH'T GRATE FROM GARAGE - SEE MECH.
TRANSFORMER ROOM 110 ON FIN. SCH.
+
OPERABLE DISPLAY DOOR SEE DET. X/503
E.O. STONE PAVERS E.O. CITY SIDEWALK
CUSTOM METAL PLANTER.
CUSTOM METAL PLANTER
STONE PAVERS
PROPERTY LINE
STONE PAVERS
EXIST RETAIL (SUPERCUTS)
CR
CONT. CURB SEE STRUCT. TYP.
CITY FILE #:
BENCH MARK
STONE PAVERS
TEN E STRE
10 ESSEX CAMBRIDG
A.1
LOUVERS - SEE MEP MTL WALL PANEL RETURN SEE ARCH. ELEV.
CITY SIDEWALK SEE CIVIL DWGS
PROJECT INFOR
GATE
CR
2ND FL. OVERHANG
A.7
STAIR 3 1-S3
A.5
STAIR 1 1-S1
SEAL:
FUTURE SHAFT
9'-6"
ELECTRIC VEHICLE CHARGE STATION
BISHOP ALLEN DR
F' NOTE : GRID LINE F' IS SET 2" BACK AND PARALLEL FROM PROPERTY LINE
PROJECT #:
PROJECT ISSUE
PROJECT STATU
6" GRANITE CURB BY CIVIL
10' X 10' DOUBLE DOOR 3-HR RATED CUSTOM STEEL STOORS W/ CURTAIN WALL MTD. TO EXT. FACE TO CREATE DISPLAY BOXES
ESSEX STREET
6" GRANITE CURB BY CIVIL
DRAWING INFOR
FLOO LEVE
DEMOUNTABLE STOREFRONT DISPLAY BOXES ON CONC. FACE
2.2
2.4
4.8
3.4
1
3
4
5.7 5
6
7
LEVEL 1 - LOBBY AND RETAIL DOOR LEGEND LEVELS PG AND 1
WT INTERIOR UTILITY / TRASH INTERIOR EXTERIOR EXTERIOR EXTERIOR
Type Mark 3 4 5 6 7 8
DOOR SIZE Width 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0"
DOOR SIZE Height 7' - 0" 7' - 1 3/4" 7' - 0" 7' - 0" 7' - 0" 6' - 8"
DOOR SIZE Thickness 1 3/8" 1 3/4" 1 3/4" 2" 1 3/8" 1 3/4"
DOOR
DOOR
DOOR
Material
Finish
Under Cut
Fire Rating
FRAME
FRAME
FRAME
Type
Material
Finish
Hardware
Comments
LEVEL 1 NOTES
GENERAL NOTES
1. ALL INTERIOR PARTITIONS ON THIS LEVEL ARE TO BE __. ( ON CIP KNEE WALLS AS REQD. ) U.O.N.
1. G.C. TO COORDINATE & VERIFY SURVEYOR BENCH MARKS PRIOR TO LAYING OUT THE GRID OF BLDG. INTERSECTIONS OF GRIDS 5 & A.8 AND 7 ARE SET 2" FROM FACE OF EXIST. PLANES. GC. TO V.I.F.
2. ADJ. RETAIL ROOF / CEILING'S MEP / STRUCT. MODIFICATIONS IN FORMER 7/11 SPACE TO ACCOM. STAIR A IS TO BE DONE BY SEPARATE CONTRACT PRIOR TO EXECUTION OF THIS WORK. 3. TRANSFORMER ROOM EXHAUST FAN TO BE MOUNTED ON EXIST. PAYLESS SHOES ROOF ON VIBRATION ISOLATING SLEEPERS. SEE MEP.
13
4. ALL VEHICULAR ACCESSED AREAS ARE TO HAVE 42" MIN. CIP. CONC. KNEE WALLS. SEE STRUCT. 5. ALL SLOPES, RAMPING AND TRANSITION GRADES ARE TO BE
DRAWING HISTO
NO.
2. PERIMETER GRID LINES ARE SET TO PRIMARY FACE OF CONC. U.O.N. 3. TENANT ENTRY LOBBY IS SET AT 25'-6" (25.5") TO TOP OF FINISHED FLOOR BASED ON FELDMAN SURVEY DATED__. THIS BENCHMARK IS REFERENCED AS 0'-0" THROUGH OUT THESE DOCUMENTS.
1
FLOOR PLAN - LEVEL 1 1/8" = 1'-0"
DATE
professional work samples
E ELEVATOR E1 PTF2
FIRE PUMP 104 EPF1
UTILITY 106 RS1
STAIR 2 S2
EQ EQ
D
CL
LOBBY 102
C
PTF2
-
MAIL 103
FULL LENGTH TILE STARTS HERE
CPT2
ALIGN
-
PTF2
-
4'-1 1/4"
-
ALIGN
DW
1'-0"
HEAD END 105
VESTIBULE 101 PTF2
CPT2
SCF1
PTF2
FULL LENGTH TILE STARTS THIS END
STORAGE 107 EPF1
A.6
MECH RS1
A.3
2.5 2.7
3
3.3
4
A.4
ments\Portfolio\Ten Essex\Ten Essex Portfolio Model.rvt
A.2
A
2.2
2.4
ENLARGED LOBBY PLAN
2
FINISH PLAN - GROUND FLOOR LOBBY 1/4" = 1'-0"
14
1
FINISH PLAN - TYPICAL 1/2" = 1'-0"
davie javier mojica
While the composite metal panels play an integral role in delineating moments from the exterior, they equally shape the interior lobby as they fold inside of the building where they meet with a folded plane of wood slats which reach over a slate plaza . Entry Lobby 15
3MJ ASSO 585 MASS CAMBRID 617.876.90
professional work samples
OWNER'S P
URBAN S 10 McTER CAMBRID 617.868.55
STRUCTUR
L.A. FUES 101 FEDE BOSTON, 617.948.57
MEP/ CODE
R.W. SUL THE SCHR 529 MAIN BOSTON, 617.523.82
SITE SURVE
LENARD E 112 SHAW BOSTON, 617.357.97
CIVIL/ SITE/
1
2
3
4
FELDMAN 19 MIDSTA 01501 58.721.760
5
GEO TECH:
1.5
2.5
3.3
3.7
4.3
GEOTECH 201 BOST MARLBOR 508.229.09
4.7
ADAMS & JAMES J. 675 MASS 02139
G
F
F
2 BR + DEN 306
2 BR 304
KEY PLAN:
EXIST RETAIL / OFFICE
2 BR 302
E
BISHOP ALLEN DR
1BR + DEN 308
2 HR SEPARATION
G
E ELEVATOR E1
MECH
MECH
D
TRASH EXHAUST TRASH 310
CORR. 300C
MECH
MECH
MECH
CORR. 300B
MUA-1 SHAFT
C
STAIR 2 S2
D
CORR. 300A
C
MECH
MECH
MECH
MECH
2 HR SEPARATION
1 BR 307
B A.6
A.5
1BR 309
A.4
1 BR + DEN 303
2 BR + DEN 305
FUTURE DUCT, N.I.C.
3 BR 301
A.8
2 HR SEPARATION
B.3
DECK
SEAL:
EXIST RETAIL / OFFICE
STAIR 1 S1
A.7
STAIR 3 S3
PROJECT INFOR
TEN E STRE
A.4
DECK
A.2 RAIL TYPE 1
A
RAIL TYPE 1
10 ESSEX CAMBRIDG
A
PROPERTY LINE
CITY FILE #: PROJECT #:
PROJECT ISSUE
PROJECT STATU
ESSEX STREET
DRAWING INFOR
FLOO LEVE 1.5 1
2.2 2
2.5
3.3 3
3.7
4.3 4
4.7
5.3 5
5.6 6
7
DRAWING HISTO
GENERAL NOTES 1. PERIMETER GRID LINES ARE SET TO FACE OF EXTERIOR SHEATHING (PROVIDED BY MOD. MFG.) AND ALIGN W/FACE OF CONCRETE BELOW, TYP. U.O.N. 2. PRIMARY GRIDS AND NUMERICAL SECONDARY GRIDS (NOT PERIMETER) ARE CENTERLINES OF MODULAR MARRIAGE WALLS, DIMENSION SET BY MOD. MFG. SEE DETAILS. 3. EXTERIOR PARTITIONS ARE 6" STUDS, TYP. INTERIOR PARTITIONS ARE 4" U.O.N. SEE AXXX FOR PARTITION RATINGS AND STRUCT. FOR SHEARWALLS, TYP.
LEVEL 2 - UNITS
16
NO.
1
DATE
FLOOR PLAN - LEVEL 3 1/8" = 1'-0"
SHEET #:
A
3MJ ASSO 585 MASS CAMBRID 617.876.90
davie javier mojica
OWNER'S P
URBAN S 10 McTER CAMBRID 617.868.55
STRUCTUR
L.A. FUES 101 FEDE BOSTON, 617.948.57
MEP/ CODE
R.W. SUL THE SCHR 529 MAIN BOSTON, 617.523.82
SITE SURVE
LENARD E 112 SHAW BOSTON, 617.357.97
CIVIL/ SITE/
1
2
3
4
FELDMAN 19 MIDSTA 01501 58.721.760
5
GEO TECH:
1.5
2.5
3.3
3.7
4.3
GEOTECH 201 BOST MARLBOR 508.229.09
4.7
ADAMS & JAMES J. 675 MASS 02139
G
DECK
DECK
DECK
G
DECK
F 1BR + DEN 408
2 HR SEPARATION
F 2BR +DEN 406
2 BR 404
2BR 402
KEY PLAN:
E
BISHOP ALLEN DR
EXIST RETAIL / OFFICE
E ELEVATOR E1
MECH
C MECH
MECH
2 HR SEPARATION
STAIR 1 S1
1 BR 407
B A.6 A.4
MECH
MECH
1 BR + DEN 403
2BR + DEN 405
A.5
1 BR 409
D C
SEAL:
EXIST RETAIL / OFFICE
FUTURE DUCT
3 BR 401
A.7
2 HR SEPARATION
MECH
MECH
EWC
ELEV LOBBY 204
MUA-1 SHAFT
B.3
STAIR 2 S2
MECH
MECH
D
TRASH EXHAUST
DECK
PROJECT INFOR
TEN E STRE
A.4
DECK
A.2 42" TEMPERED GLASS RAIL SYSTEM
A
42" TEMPERED GLASS RAIL SYSTEM
10 ESSEX CAMBRIDG
A
PROPERTY LINE
CITY FILE #: PROJECT #:
PROJECT ISSUE
PROJECT STATU
ESSEX STREET
DRAWING INFOR
FLOO LEVE 1.5 1
2.2
2.5
2
3.3 3
3.7
4.3 4
4.7
5.3 5
5.6 6
7
DRAWING HISTO
GENERAL NOTES 1. PERIMETER GRID LINES ARE SET TO FACE OF EXTERIOR SHEATHING (PROVIDED BY MOD. MFG.) AND ALIGN W/FACE OF CONCRETE BELOW, TYP. U.O.N. 2. PRIMARY GRIDS AND NUMERICAL SECONDARY GRIDS (NOT PERIMETER) ARE CENTERLINES OF MODULAR MARRIAGE WALLS, DIMENSION SET BY MOD. MFG. SEE DETAILS. 3. EXTERIOR PARTITIONS ARE 6" STUDS, TYP. INTERIOR PARTITIONS ARE 4" U.O.N. SEE AXXX FOR PARTITION RATINGS AND STRUCT. FOR SHEARWALLS, TYP.
LEVEL 3 (Level 4 sim.) - UNITS
17
NO.
1
DATE
FLOOR PLAN - LEVEL 4 1/8" = 1'-0"
SHEET #:
A
3MJ ASSO 585 MASS CAMBRID 617.876.90
professional work samples
OWNER'S P
URBAN S 10 McTER CAMBRID 617.868.55
STRUCTUR
L.A. FUES 101 FEDE BOSTON, 617.948.57
MEP/ CODE
R.W. SUL THE SCHR 529 MAIN BOSTON, 617.523.82
SITE SURVE
LENARD E 112 SHAW BOSTON, 617.357.97
CIVIL/ SITE/
1
2
3
4
FELDMAN 19 MIDSTA 01501 58.721.760
5
GEO TECH:
1.5
2.5
3.3
3.7
4.3
GEOTECH 201 BOST MARLBOR 508.229.09
4.7
ADAMS & JAMES J. 675 MASS 02139
G
F
F 2 HR SEPARATION
G
KEY PLAN:
STUDIO 608
2BR 602
2BR 604
E
BISHOP ALLEN DR
STUDIO 610
E ELEVATOR E1
MECH
D
MECH
TRASH EXHAUST
STAIR 2 S2
MECH
CORR. 600A
MECH
MECH
CORR. 600B
D
CORR. 600A
C
C MECH
MECH
MECH
SEAL:
MECH
MECH
2 HR SEPARATION
EXIST ROOF
B.3
2BR + DEN 605
A.6
A.5
1BR 609
A.4
FUTURE DUCT, N.I.C.
STUDIO 603
A.7
2 HR SEPARATION
1 BR 607
B
PROJECT INFOR
2BR 601
PEDESTALED PAVER DECK
DECK
A.2 42" TEMPERED GLASS RAIL SYSTEM
A
TEN E STRE
GAS FEED ONLY FOR FUTURE GRILLE GREEN ROOF
GLASS RAIL
A
PROPERTY LINE
10 ESSEX CAMBRIDG CITY FILE #: PROJECT #:
PROJECT ISSUE
PROJECT STATU
ESSEX STREET
DRAWING INFOR
FLOO LEVE 1.5 1
2.5 2
3.3 3
3.7
4.3 4
4.7 5
6
DRAWING HISTO
GENERAL NOTES 1. PERIMETER GRID LINES ARE SET TO FACE OF EXTERIOR SHEATHING (PROVIDED BY MOD. MFG.) AND ALIGN W/FACE OF CONCRETE BELOW, TYP. U.O.N. 2. PRIMARY GRIDS AND NUMERICAL SECONDARY GRIDS (NOT PERIMETER) ARE CENTERLINES OF MODULAR MARRIAGE WALLS, DIMENSION SET BY MOD. MFG. SEE DETAILS. 3. EXTERIOR PARTITIONS ARE 6" STUDS, TYP. INTERIOR PARTITIONS ARE 4" U.O.N. SEE AXXX FOR PARTITION RATINGS AND STRUCT. FOR SHEARWALLS, TYP.
LEVEL 5 - UNITS
18
NO.
1
DATE
FLOOR PLAN - LEVEL 6 1/8" = 1'-0"
SHEET #:
A
D
LOW ALBEDO EPDM ROOF
SCUPPER
C
3MJ ASSO 585 MASS CAMBRID 617.876.90
davie javier mojica
OWNER'S P
URBAN S 10 McTER CAMBRID 617.868.55
LOW ALBEDO EPDM ROOF
STRUCTUR
L.A. FUES 101 FEDE BOSTON, 617.948.57
SCUPPER
MEP/ CODE
R.W. SUL THE SCHR 529 MAIN BOSTON, 617.523.82
SITE SURVE
LENARD E 112 SHAW BOSTON, 617.357.97
ROOF PLAN - LEVEL PH ROOF
2
1/8" = 1'-0"
CIVIL/ SITE/
1
2
3
4
FELDMAN 19 MIDSTA 01501 58.721.760
5
GEO TECH:
2.7
GEOTECH 201 BOST MARLBOR 508.229.09
4.2
ADAMS & JAMES J. 675 MASS 02139
1/4"
CONDENSER 1/4" PER L.F. SLOPE UNIT
1/4"
SLOPE
SLOPE
.
.
F .
G
F .
G
KEY PLAN:
1/4"
ELEV MACH 7-101
.
C
SEAL:
MASSACHUSETTS AVENUE
LIGHT BOLLARD/ GFI OUTLET
LIGHT BOLLARD/ COMMON PATIO GFI OUTLET
PAVERS 1/4" . SLOPE
PARAPET THRUST
D .
SEE L107 DRAWINGS FOR MORE INFORMATION
.
MAU-1 SHAFT
1/4"
GREEN ROOF PARAPET WALL
SLOPE
LIGHT BOLLARD/ GFI OUTLET
.
SPECIALTY VINYL FLOORING W/ SIM WD. VINYL WALL BASE ON FIN. SCH.
LIGHT BOLLARD/ GFI OUTLET
GAS FEEDS FOR FUTURE GAS GRILLES BY OWNER
1/4" . SLOPE
RAILING TYPE 3
GREEN ROOF
.
SLOPE .
1/4"
GREEN ROOF
RAILING TYPE 3
.
B.3
VESTIBULE 7-100
.
C STAIR 1 7-S1
REINF MEMB PADS
STAIR 2
.
MAU-1
. H.P. EL. 95'-1". 1/4"
.
D
B
E
.
E
BISHOP ALLEN DR
1/4"
1/4" PER L.F. SLOPE 1/4" .
OPEN TO BELOW
PROJECT INFOR
TEN E STRE
SEE A106 FOR ROOF CONT EDGE RAILING 42" TALL (69'-11" REF.)
PARAPET WALL PARAPET THRUST
A
A
PROPERTY LINE
10 ESSEX CAMBRIDG CITY FILE #: PROJECT #:
PROJECT ISSUE
PROJECT STATU
ESSEX STREET
DRAWING INFOR
ROOF NOTES: 1. SEE L107 FOR GREEN ROOF INFORMATION 2. ROOF DRAINS SET LOW POINT OF ROOF @ 94'-7 1/2" AT RIM, TYP. X6
4.2
2.7 1
2
FLOO LEVE
3
4
5
6
7
DRAWING HISTO
NO.
DATE
LEVEL 6 - roof deck
1
19
FLOOR PLAN - LEVEL PH/ ROOF 1/8" = 1'-0"
SHEET #:
A
professional work samples
unit finishes
The unit finishes, like the building exterior, utilize natural finishes shaped with clean modern lines to create a sophisticated sanctuary of neutral tones. This strategy aims to create both spatial and tactile unity with the buildings exterior and interior.
BATHROOM
BATHROOM
BATHROOM
BATHROOM
PORCELAIN TILE Floor and Tub Walls
20
MOSAIC TILE ACCENT Stripe on Tub Wall
SNOW WHITE QUARTZITE Counter-top
OYSTER BAY Vanity and Closet Door High Gloss Finish
davie javier mojica
BEDROOM LIVING ROOM
KITCHEN AND LIVING ROOM BATHROOM
KITCHEN DEN
KITCHEN AND LIVING ROOM
1 BEDROOM + DEN
CHÂTEAU OAK Amtico - Wood Floor
ATLANTIC BLACK GRANITE Counter-top Honed Finish
METALLIC CHARCOAL GLOSS Lower Cabinets High Gloss Finish
SUBWAY TILE Back-splash Honed Finish
SMOKE ACRYLIC Upper Cabinets High Gloss Finish
21
KEY PLAN
professional work samples
22
davie javier mojica
healing gardens
Women and children’s hospital of buffalo Buffalo, NY Healthcare
Role: Exterior and Interior Design Team Member Client: Kaleida Healthcare Location: Buffalo, NY Construction Type: New Phase of Involvement: Schematic Design to Construction Documents Size: 420,000 sf Team Members: Cindy Lee, Allan Buie, Uma, David Meek, Erin Cuskar, and Glenn Pachico
The Women and Children’s Hospital of Buffalo is an exploration of spaces inspired by nature to promote healing and well being. This structure is connected to the existing medical campus structures though connective bridges and tunnels creating an intricate root like system which convereges at WCHoB’s vertical glass circulation core. At the heart of this vertical element is a Winter Garden which anchors the Family Resource and Meditation floor on Floor 5.
23
professional work samples
LEVEL 1 24
davie javier mojica
The ground level has three entry points, the Main Lobby/ Drop Off, the adjacent Parking Garage Entry, and the Emergency Deparment Entry. Each entry folds the exterior perimeter garden themes into the building through floor treatments, material selection, and lighting features.
25
professional work samples
MAIN LOBBY
26
davie javier mojica
MAIN ENTRY - LAKE EDGE FLOORING THEME
MAIN ENTRY - WOODLAND FLOORING THEME
27
professional work samples
28
davie javier mojica
EMERGENCY DEPARTMENT ENTRY
29
professional work samples
EMERGENCY DEPARTMENT ENTRY
30
davie javier mojica
31
professional work samples
32
davie javier mojica
LEVEL 5 - FAMILY RESOURCE AND MEDITATION
33
professional work samples
Section THROUGH TIERED LAB/ COLLABORATION ZONE
Augmented Corner
Bowling Green State University Bowling Green, OH College of Business
Role: Design Team Member Client: Bowling Green State University Location: Bowling Green, OH Construction Type: New Phase of Involvement: Conceptual Design - Phase 1B Team Members: James Butterfield, Mathew Cotton, Parker Seybold, Sarah Johnson, Esther Nunes, Jennifer Romero, and Davie Mojica
This conceptual design phase explored the shaping of the College of Business’ extensive programming exercises into an interior and exterior architectural expression which billboards the notions of collaboration and innovation. This spatial shaping began with the notion of featuring lab spaces as a visually permeable volume within the corner atrium. Surrounding this innovative “core” of labs is a narrative of collaboration spaces which circulate around this volume. The exterior expression of this concept reveals itself as the corner of the building is lifted creating a tiered lab and collaboration zone facing the quad within.
34
davie javier mojica
35
professional work samples
ENTRY FROM PLAZA
36
THURSTIN ST
davie javier mojica
WOOSTER ST 37
professional work samples
cOLLABORATION ZONES WRAPPING FEATURED LABS AND OPEN ATRIUM
38
davie javier mojica
ATRIUM
39
professional work samples
ATRIUM - CAFE, INFORMATION ZONE, AND CAREER SERVICES
ATRIUM - ENTRY FROM PLAZA
40
davie javier mojica
LEVEL 1
41
professional work samples
LEVEL 2
42
davie javier mojica
LEVEL 3
43
professional work samples
Embed
lasell athletic center Boston, MA Housing and Retail
Role: Design Lead Location: Newton, Massachusetts Construction Type: New Phase of Involvement: Feasibility Study/ Conceptual Design Size: Âą80,000 GSF + Underground Parking Team Members: John Pears, Jana Silsby, Greg Modzelewski, and Davie Mojica
The Lasell Athletic Center embeds a large complex building with multiple programmatic elements into the heart of a small semi-urban college campus. The design combats within height and setback requirements and utilizes these parameters to create a series of new public spaces. To create these new zones the building was set into the 65 ft high hill and a new central quad was created on the roof. The public atrium space within the building connects the existing surrounding campus buildings at their various heights on the hill in which the building sits. 44
davie javier mojica
45
professional work samples
section though new plaza, gymnasium, and field
46
davie javier mojica
site aerial
47
professional work samples
site plan
48
davie javier mojica
49
professional work samples
50
davie javier mojica
professional work ON THE BOARDS Perkins Eastman | Boston, MA
51
professional work in progress
Pertinence in Context
HUDSON EXCHANGE A Jersey City, NJ Housing and Retail
Perkins Eastman Role: Design Lead with Isaac Smith Client: Forrest City Construction Type: New (High-Rise) Phase of Involvement: Due Diligence to Design Development (current phase) Size: 625,000 sf (Phase 1 of 2) Team Members: John Pears, Leo Patterson, Davie Mojica, Eugenio Fernandez, Greg Modzelewski, Roberto Garcia
4T
HS
TR
EE
T 4TH
T NS
WA R
EET
STR
RE
N
ST
E
RR WA
REET 6TH ST 6TH
W AR
H
6T
RE
T
E RE
ST
Hudson Exchange West is the first of a six block development 1/8th of mile from the Hudson River. The inaugural tower offers views of Manhattan, the Statue of Liberty, and Jersey City’s Embankment Park. The brick pulls from the local vernacular creating a glazed surface folded upon by layers burgundy masonry exploring a sophisticated relationship between this tower and its context. The active retail level anticipates the future expansion of The Embankment and the development’s future park scape allowing this project to be a signal of what can grow from the rich history of Jersey City.
N
ST
4TH
PHASE 1 TOWER North West Corner
PHASE 1 TOWER South West Corner
52
EET
STR
EET
STR
PHASE 1 TOWER North East Corner
PHASE 1 and 2 Towers
davie javier mojica
53
professional work in progress
450’-0” Tower 2
Penthouse
L9-39 - Units
420’-0”
A
A
Garage 120’-0”
L9 - Amenities L2-8 - Units
100’-0”
20’-0” L1 - Lobby, Sales, and Retail
Key Plan
A-A Section through Tower 1
54
0’-0”
davie javier mojica
450’-0” Penthouse
Tower 2
L9-39 - Units
420’-0”
B 120’-0”
L9 - Amenities L2-8 - Units
100’-0”
20’-0” 0’-0”
L1 - Lobby, Sales, and Retail
B
Key Plan
Section through Tower 1
55
professional work in progress
Jr. 2 Bedroom
1 Bedroom
Studio
2 Bedroom
1 Bedroom
Tower 1 Core 1 Bedroom
1 Bedroom
1 Bedroom
Jr. 1 Bedroom
1 Bedroom + Den
1 Bedroom + Den
Typical Unit Floor Plan - Tower 1
56
2 Bedroom
davie javier mojica
Stacking Diagram - South West Corner
Stacking Diagram - North East Corner
Core
2 Bedroom
Jr. 2 Bedroom
57
1 Bedroom + Den
1 Bedroom
Jr. 1 Bedroom
Studio
Panel
Panel - type B
Panel
Panel - type A
professional work in progress
3 Cell Combination
4 Cell Combination
Panel - type C
Panel
2 Cell Combination
5 Cell Combination with Louvers and Window
with Window
with Louvers at Penthouse
PANEL STUDY 58
davie javier mojica
Tower 1 without cellular panels
Tower 1 with cellular panels
PANEL STUDY - TOWER 1 59
professional work in progress
60
davie javier mojica
Site Plan and park connections
61
professional work in progress
phase 1 tower at night facing Manhattan
62
davie javier mojica
63
professional work in progress
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davie javier mojica
HUDSON EXCHANGE A Design Development Update The development of the Hudson Exchange West in the Schematic Design and Design Development stages re-examines the relationship between the building exterior and its immediate context. The building enclosure is composed of three elements: a light vertical pin inset within a sterotomic wrapper, combined with a lightweight folded screen. This exploration looks at achieving two different expressions on the tower facades to strengthen the concept of the pin and the wrapper; while maintaining the equal glazing percentages in both systems. The solution is to express the lightweight pin in a vertical format while the sterotomic wrapper takes on a heavier horizontal format which is cellular in nature. This contrast in expression and intention is being studied though cladding profiles, scales, colors, tones, and textures.
Vertical Pin Cladding Diagrams
Cellular Wrapper
Vertical Pin
Cellular Wrapper
65
Vertical Pin
Cellular Wrapper
professional work in progress
66
davie javier mojica
Cellular Wrapper Studies
67
professional work in progress
Pin Perspective at Main Entry
68
Wrap
Fold
davie javier mojica
69