Mojica Portfolio Vol 1: Professional Work

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

7

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

7

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

64

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