Portfolio_2015 by charge25

Dalian Sports Stadium Sports Complex Dalian, China Participated in the DD and CA phases of the multi-year project in Dalian Dalian, China. The team implemented a double skin ETFE for the exterior that spiralled towards the pitch and complementary designs for the exterior concourse, public circulation and VIP areas.

Dalian Sports Arena Sports Complex Dalian, China Proposed interior design and finishes for the Arenaâ&#x20AC;&#x2122;s public and VIP spaces. Designed in 3d, then unrolled interior spaces to communicate design concepts to LDI. Design used a system of GRFC panels for curved walls, suspended ceiling for recessed lights, and entry canopy at the lobby.

Dalian Sports Hotel

Dalian Sports Natatorium

Hotel Dalian, China

Sports Complex Dalian, China

Participated in the conceptual design and design development for the Dalian Sport Centerâ&#x20AC;&#x2122;s dedicated hotel. Studied hotel program mix, room dimensions and layout, and massing on site. Proposed a semi-permeable skin that provided seemless transitions for the canopy, the lobby, and the conference areas.

Re-designed exterior structure and overhang to provide a fluid open roof for the competition pool areas. Collaborated with LDI to improve the exterior metal panels. Also provided interior design package for public spaces.

BUNKER HILL TOWERS RENOVATION AND ADDITION

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

SPECIAL PROJECTS ARCHITECTS, INC

A6 11/06/2013

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL ARCHITECTS, LLP. ALL RIGHTS RESERVED.

Bunker Hills Proposal Residential Los Angeles, California The new amenity is part of the rebranding effort for the Bunker Hill residential towers. It will contain new MEP equipment, a new leasing office, a 4,000 SF gym in a two level building that wraps the curving Flower St. At the pool deck level, there is a community room and articulated cooling tower.

Super Center Commercial and Hospitality Abuja, Nigeria As part of larger team, worked with a global hotel chain to study feasibility of a complex site and program. Program contains two hotels with a large conferencing component, two hotel-condos, and three story mall. Devised strategies for guest experience, circulation, security, and back of house services.

Avenue of the Arts Residential Costa Mesa, California At a 750 unit residential complex, explored with client various options for renovating and rebranding their leasing office and three level clubhouse. Scope also includes entry sequence, landscaping, as well as refreshing 250 units and corridors.

Press Telegram Remodel Campus Remodel Long Beach, CA Remodelled an old newspaper headquarters building and adjacent historical buildings into an office complex

1 1

WALL LEGEND WALL TO BE DEMOLISHED

1 EQ

A5.11

MT-1

8 NEW 1-HR RATED WALL

ST-3

EXISTING WALL TO REMAIN 11' - 2 1/4"

E ST-3

2 EXISTING CONCRETE WALL NEW CMU WALL

RELOCATE EXISTING DOOR TO NEW LOCATION

ST-5

INFILL DRYWALL TO FILL OPENING

ST-5

3 A4.01

MT-2

1 A6.01

E ST-3

MT-1 MT-1

14' - 7 1/4" V.I.F.

ST-5

E E

E WC-11

A7.10 11

A7.14 6

A7.10 3

2' - 7 1/2"

ELEVATOR #1

1 1' - 5 3/4" V.I.F.

ELEVATOR #2

MAIN LOBBY 101

2' - 0 1/2"

21' - 11" V.I.F.

9' - 2" V.I.F.

ELEVATOR CAB INTERIORS TO BE COVERED WITH ZEBRAWOOD VENEER

ST-6

2' - 0"

E 2 A2.03

16' - 7 1/4" V.I.F.

8' - 0"

1/4"

10' - 0"

19' - 2 1/4" V.I.F.

START FULL TILE AT CORNER

10 A5.11

3 MT-2

ST-6

ST-3

MT-2

ST-5

1' - 2"

A5.11 102.1

8 A5.11

ST-3

ST-5

STAIR #1 102

2 DN

A7.10

CT-4

1 3/4" W. SS ACTUATOR MOUNT ON VERT. MULLION PROVIDE HIGH/LOW PER CODE

216 SF S

ST-3

9' - 9 1/2"

6 14' - 2"

1' - 4"

101.1

ENLARGED LEVEL 1 LOBBY PLAN SCALE: 1/4" = 1'-0"

NEW CURTAIN WALL SYSTEM

TS SEE STRUCTURAL DRAWINGS

1' - 4"

2' - 6"

7' - 3"

7' - 3" 1/2" ALUMINUM REVEAL FLUSHED WITH CEIL'G

WALL WASHERS

PT-6

2' - 6" EQ

SIM

A10.01

2' - 0" F-9 MNT. 7'-6" FROM LANDING

F-14 OPEN TO ABOVE CEILING

4' - 0"

MNT. 7'-6" FROM LANDING

CR LAURENCE HVY. DUTY SPIDER GLASS CONNECTION

3' - 6"

F-9

PAINTED TUBE STEEL CAP ALL OPEN ENDS

NEW DRYWALL WITH FIBER GLASS INSULATION OVER (E) SPANDREL GLASS PROVIDE 1" AIR GAP BETWEEN INSULATION AND GLASS

C:\Revit\11116_2120 Park Place\2120_Park Place_Shimmy.rvt

Commercial, Interior El Segundo, CA

OPEN TO ABOVE CEILING

3' - 6"

F-12

5' - 11 1/2"

째 75

6' - 0"

+10' - 0"

5' - 11 1/2"

F-5

EQ EQ

1' - 5" 3' - 0"

F-5

1' - 11 1/4"

1' - 8"

F-5

5' - 0"

1' - 11 1/2"

F-14

F-14 5' - 0"

EQ 3' - 4"

3/8" / 1'-0"

FLUSHED WITH CEIL'G

PT-6

CONDUIT IN T.S.

Park Place Lobby

F-5

F-12 F-5

2' - 0" 1' - 7 5/8"

F-3

8' - 5"

F-12

EXISTING FIRE SPRINKLER PIPE ABOVE. RELOCATE TO 12' A.F.F. THIS WORK SEPARATE SUBMITTAL REFERENCE ONLY)

FLUSHED WITH CEIL'G

PENDANT LIGHTS CENTER LIGHT WITH ELEVATOR DOOR AND BOTTOM ELEVATION AT 10'-0"

PROVIDE GRILLE FOR OPENING ON WALL ABO

STONE WALL

3 A4.01

+10' - 0" 6"

11' - 11"

EXTRUDED BRUSHED ALUMINUM SIGN LETTERS

MNT. 7'-6" FROM LANDING

F-3

4' - 10 1/4"

PAINTED 1/8" ALUMN. GUTTER SLOPE BOTH SIDE

OPEN TO ABOVE PT-6

F-9

CURTAIN WALL SUPPORT OUT RIGGER STEEL PLATES

+11' - 6"

PT-6

20' - 1"

PAINT DIAGONAL BRACINGS TO MATCH CEILING

1' - 4 1/2"

3 A5.01

ALIGN SUSPENDED CEILINGS

2' - 5 1/4"

NEW TUBE STEELS SPAN COLUMN TO COLUMN SEE STRUCTURAL

2' - 0" VERIFY

PAINT COFFER CEILING PT-5 FIRE SPRINKLER HEADS THAT FLUSHED WITH CEILING TO HAVE APPROVED CAP AND PAINT TO MATCH CEILING COLOR TYPICAL ENTIRE PROJECT.

1. 2.

F-12

+11' - 6"

NOTES:

LEVEL 2 16' - 0"

PT-6

PAINT VERT WALLS TO MATCH CEILING

PT-6

OPEN TO SECOND LEVEL

Lobby remodel for a shared office and parking structure. Participated in DD/CD phase, developing details, selecting materials, and coordinating with client and consultants. I learned much about submittals and the review process; and how to best use Revit for RFIs through CA.

P-1

A P GRIDLINE A IS FACE OF (E) BRICK WALL

(E) BUILDING

(N) 2x4 LOUVER 1 A5.04

5' - 1 3/4"

P-1

5' - 6"

(E) STAIRS, DECK AND PIPE RAIL TO REMAIN

3' - 6"

(N) SCREEN WALL WITH PLASTER FINISH BOTH SIDES

P-1

1' - 0"

1 A5.01

(E) CEILING AND ROOF

MECH SHAFT WC-2

WC-4

(N) CURTAIN WALL LINE OF EXISTING BUILDING 2 A5.01

(N) FLOOR

(N) CMU INFILL WALL AT (E) 1-HR SHAFT TYP. AT EACH FLOOR

WC-2

37' - 6" 8 A5.01 3 A5.02

P-1

3 A5.01

P-1

(N) FLOOR

PT-1 8' - 0"

WC-2

(E) STORE FRONT

TYP.

(N) CANOPY AT NORTH ENTRANCE

CENTER LINE OF SLIDING DOORS

26' - 4 1/2" F.V.

3' - 5 5/8"

PAINT (E) COLUMN. SEE ELEVS.

7' - 2 3/8"

12' - 0" CLR.

(N) CURTAIN WALL SYSTEM

W1 F-2

+8' - 4"

(E) SHAFT SPACE

EQ MT-2

MT-1

(N) ELECTRICAL PANEL BOLTED TO CMU WALL

SIDE 0"

MT-1

14' - 0"

(E)

W7 4' - 0"

4' - 0"

F-17 EQ

F-17

F-3

F-4

PT-1

F-12 +8' - 0"

CENTER LINE OF SLIDING DOORS

F-12

F-12 SMOOTH UCCO CEILING

6' - 3 1/4"

3' - 1 5/8"

F.V.

PT-1

EQ 3' - 9 1/8" F.V.

105

12 1' - 6"

F-4

UNISEX EQ RESTROOM 105

4' - 8"

MT-1

ST-2A SC-2

MT-1 ST-1A

2' - 3" F.V.

CONSTRUCTION NOTES:

7 A5.02

2. 3. 4. 5

WALL, FLOOR & CEILING FINISH LAYOUTS AND DIMENSIONS SHOWN ARE FOR DESIGN INTENT ONLY. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY ARCHITECT ANY DISCREPANCIES IN THE FIELD ALIGN ALL GROUT HORIZONTAL AND VERTICAL JOINTS. SPRINKLER HEADS SHALL ALIGN WITH LIGHT FIXTURES OR CENTER CEILING GRIDS. PROVIDE LOCATION OF ACCESS PANELS TO ARCHITECT FOR APPROVAL. STONES ARE CALLED OUT GENERIC SIZE THERE WILL BE CUT STONES AT BORDERS

3640 Lomita Medical MOB Renovations El Segundo, CA

1' - 6"

ALIGN

4 1/2" W3

(N) SUSPENDED DRYWALL CEILING, PAINTED

10 A7.05 3 EQ 7

ST-2A

LEGEND SEE ENLARGED PLAN FOR LIGHTING

SMOOTH STUCCO LING 4'-6" AT RTICAL SURFACE

1' - 4"

1' - 0" MIN.

(E) CL-3

3' - 1 5/8"

C-1

ALIGN

EQ MT-1

1' - 4"

CL-2

MAILROOM 106

(E) STEEL COLUMN EMBEDDED IN (N) WALL ENCLOSURE, F.V. LOCATION

F-4

+8' - 2"

OPP.H.

+8' - 0"

MT-1

ALIGN F-4

+8' - 6"

13 11 A7.05 4

3' - 6" MIN.

+7' - 10"

A10.01 2' - 8"

+8' - 6"

ALIGN FACE OF WALLS

10" F.V.

F-2

F-20

+8' - 0"

2' - 0"

24' - 0" ALIGN

F-2

W6 1

W1A

A7.05 1 6

F-4 EQ

1' - 11" F.V.

2 5

(N) FLOOR OUTLET

1 W1

LOBBY 101

+8' - 2"

F-17

(E)

13' - 11 5/8" F.V.

W8 (N) FEATURE STONE WALL

+7' - 8"

W6A

1' - 11 1/4" F.V.

(E) STEEL COLUMN

EQ F-4

F-6

1' - 0"

7 10 A6.03 4

MT-1

F-4

F-6

+8' - 4"

2' - 0"

8' - 3 7/8"

START FULL TILE AT CORNER

F-2

PT-1

F.V.

(E) STEEL COLUMN EMBEDDED IN (N) WALL, F.V. LOCATION

CL-2

F-20 EQ

+8' - 4"

3' - 6"

F-20

BEAM ABOVE

F-1

(N) SUSPENDED DRYWALL CEILING, PAINTED

+7' - 2" EQ

+8' - 6"

7' - 2 1/2"

PT-1 10 A10.01

+8' - 0"

+8' - 2"

PT-1

(N) FLOOR OUTLET

F-17 2' - 6"

A10.01 2' - 0"

F-4

(N) STONE ARCHWAY

W6A

2' - 0"

(N) 2x 2'-0" DOUBLE FLUSH DOORS

(N) 1/4" CEILING REVEAL CHANNEL

+8' - 4"

PT-1

F-20

F-4

1 A6.01

ALIGN

CL-3

F-2

F-4

(N) WOOD PANEL CEILING

11 A6.03 5

7' - 7 1/4" F.V.

F-20

1' - 6"

3.11

A10.01

5' - 4" (N) WALLS AROUND (E) SHAFT F-1

+8' - 4"

CENTER LINE OF ELEVATOR DOORS

EQ EQ

2' - 0"

EQ EQ

(N) FEATURE WALL

WALLS A, O MATCH

F-17

ALIGN +8' - 4"

(N) FULL RECESSED STAINLESS STEEL FRAME DIRECTORY

(N) 1/4" CEILING REVEAL CHANNEL

8' - 0"

A10.01

A W1

4' - 0"

F-2

3' - 6"

1 F-17

PT-1 F-17 CL-3 TYP.

1' - 8" F.V.

F-3

(E)

2' - 0"

+8' - 0" 2' - 8"

SC-2 ST-2A

101.3

(N) FLOOR COVERING

COLUMN: REPAIR, PATCH AND SMOOTH (FINE GRADE) SURFACE. PAINT PT-1

3' - 11 3/8"

MT-1 ST-1A

16' - 7 1/2"

(E) ENTRY DOORS TO REMAIN

1' - 2"

(N) CMU INFILL WALL AT (E) 1-HR SHAFT TYP. AT EACH FLOOR

1' - 8"

(N) ELEVATOR, ELEVATOR DOORS, FLOOR INDICATORS AND CALL BUTTONS

7' - 4 1/2" F.V.

DEMO (E) SLAB HERE AND POUR NEW. TIE INTO (E) SLAB SEE STRUCTURAL

NOT IN SCOPE NEW ADDITION NEW WALLS ELEMENTS TO BE DEMOLISHED NEW LANDSCAPE AREA

Upgraded a medical office building built in the 70s with new lobby and entry, elevators, upper lobbies and corridor finishes, and restrooms. First project starting from creating as builts and scoping drawings to construction documents and CA. A good lesson on early and comprehensive investigations into key existing structure conditions.

NOTE: ALL HARDWARE AND EXPOSED FASTENERS TO BE STAINLESS STEEL. GUARDRAIL BY AMETCO TO BE GALVANIZED PRIOR TO POWDER FINISH COAT. PROVIDE SHOP DRAWINGS AND PAINT COLOR SAMPLES FOR ARCHITECTS APPROVAL PRIOR TO PLACING ORDER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS & NOTIFY ARCHITECT OF ANY DISCREPANCIES AND EXISTING UNFORESEEN CONDITIONS. CONTRACTOR SHALL FIELD VERIFY AND MEASURE ALL EXISTING CONDITIONS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES AND ANY EXISTING UNFORESEEN CONDITIONS..

GRID

GRID (VARIES SE PLAN) 0' - 0 5/16"

0' - 3 1/2"

0' - 0 5/16"

0' - 0 5/16" 0' - 0 5/16" 0' - 3 1/2"

(VARIES SEE PLAN)

NEW TILE FLOOR FINISH. SEE FLOOR PLANS.

0' - 3 3/4"

NEW ALUMINUM EDGE FLASHING.

1 1/2"

EXISTING 6x12 BEAM TO REMAIN. SEE STRUCTURAL.

EXISTING 2x WOOD BLOCKING TO REMAIN. SEE STRUCTURAL.

NEW 2x BLOCKING. SEE STRUCTURAL. EXISTING 6x6 POST UNDER BEAM. SEE STRUCTURAL. EXISTING 2x12 F J @ 6' 0" O C SEE

1' - 8" 1' - 0"

1 1/2"

1' - 0"

A8.03

1 1/2"

1' - 0"

3 S.S. THROUGH BOLTS ATTACHED TO EXISTING FLOOR JOIST AND BLOCKING. CONTRACTOR TO VERIFY AND PROVIDE BLOCKING AT EACH VERTICAL RAIL IN-BETWEEN 6x6 COLUMNS. SEE STRUCTURAL PLANS FOR NEW ANCHORING HARDWARE AND EMBEDMENT. 5/16" METAL PLATE WELDED TO VERTICAL BLADES AND BOLTED TO EXISTING FLOOR. SEE STRUCTURAL. EXISTING EXTERIOR WOOD PANEL. REPLACE DAMAGED PANES AS REQUIRED.

3' - 6"

3' - 4 1/2"

2' - 9" EQ

STAINLESS STEEL HARDWARE.

WATERPROOFING PER A8.03

AMETCO 5/16" x 4" VERTICAL BLADE. GALVANIZED TO ASTM 123 AND POWDER POLYESTER COATED TO MATCH DURANAR SUMMER SUADE METALLIC UC106712XL. GALVANIZING AND FINISH TO BE FACTORY PAINT.

EQ EQ

0' - 1 1/2" EQ EQ EQ

AMETCO 5/16" x 4" VERTICAL BLADE. GALVANIZED TO ASTM 123 AND POWDER POLYESTER COATED TO MATCH DURANAR SUMMER SUADE METALLIC UC106712XL. GALVANIZING AND FINISH TO BE FACTORY PAINT.

NEW TILE FLOOR FINISH OVER EXISTING 1 1/2" LIGHTWEIGHT CONCRETE WATERPROOFING. INSTALL TILE PER MANUFACTURER'S RECOMMENDATIONS. REPAIR W.P. MEMBRANE AT EDGE OF FLOOR OR REPLACE AS REQUIRED.

3 A8.03

4" WIDE x 1 1/2" TOP RAIL. GALVANIZED TO AST 123 AND POWDER POLYESTER COATED TO MATCH DURANAR SUMMER SUADE METALLIC UC106712XL. GALVANIZING AND FINISH TO BE FACTORY PAINT. AMETCO GROTTO ELECTRO-FORGE WELDED STEEL PANEL SYSTEM. 31/32" x 1/8" MAIN BAR, 3/16" ROUND CROSS BAR, 1 21/32" x 5 3/16" MESH. GALVANIZED TO ASTM 123 AND POWDER POLYESTER COATED TO MATCH CHAMPAGNE GOLD DURANAR XL UC51568XL. GALVANIZING AND FINISH TO BE FACTORY PAINT.

3' - 4 1/2"

AMETCO GROTTO ELECTRO-FORGE WELDED STEEL PANEL SYSTEM. 31/32" x 1/8" MAIN BAR, 3/16" ROUND CROSS BAR, 1 21/32" x 5 3/16" MESH. GALVANIZED TO ASTM 123 AND POWDER POLYESTER COATED TO MATCH CHAMPAGNE GOLD DURANAR XL UC51568XL. GALVANIZING AND FINISH TO BE FACTORY PAINT.

3' - 6"

4" WIDE x 1 1/2" TOP RAIL. GALVANIZED TO ASTM 123 AND POWDER POLYESTER COATED TO MATCH DURANAR SUMMER SUADE METALLIC UC106712XL. GALVANIZING AND FINISH TO BE FACTORY PAINT.

0' - 3 3/4"

1 1/2"

0' - 4"

5/16" METAL PLATE WELDED TO VERTICAL BLADES AND BOLTED TO EXISTING FLOOR. GALVANIZED TO ASTM 123 AND POWDER POLYESTER COATED TO MATCH DURANAR SUMMER SUADE METALLIC UC106712XL. GALVANIZING AND FINISH TO BE FACTORY PAINT. CONTRACTOR TO VERIFY AND PROVIDE BLOCKING AS REQUIRED. SEE STRUCTURAL PLANS FOR HARDWARE AND PENETRATION INTO EXISTING STRUCTURAL SYSTEM.

4" EXISTING EXTERIOR WOOD PANEL. REPLACE DAMAGED PANES AS REQUIRED. PAINT TO

EXISTING W14x257 COLUMN TO REMAIN.

EXISTING W21x44. SEE STRUCTURAL. EXISTING W12x19 (LOW) TO BE REMOVED. SEE STRUCTURAL.

EXISTING PIPE COLUMN TO REMAIN.

PROPOSED W12x22 (LOW) TO MATCH W14x30. SEE STRUCTURAL.

EXISTING TJI TO REMAIN.

PROPOSED HSS 6x6 COL. SEE STRUCTURAL.

PROPOSED W12x22 SEE STRUCTURAL.

SEE STRUCTURAL FOR CANOPY BEAM SIZES AND SPACING.

EXISTING W14x34 BEAM (LOW) TO REMAIN.

EXISTING PIPE COLUMN TO REMAIN.

NOTE: PROVIDE FIREPROOFING FOR ALL PROPOSED STRUCTURAL BEAMS. SOME BEAMS HAVE BEEN OMITTED FROM DIAGRAM FOR CLARITY PURPOSES.

EXISTING W12x19 (LOW) TO BE REMOVED. SEE STRUCTURAL. EXISTING W14x30 BEAM (LOW) TO REMAIN. SEE STRUCTURAL.

PROPOSED W12x22 (LOW) TO MATCH W14x30. SEE STRUCTURAL.

PROPOSED 5X7 HSS BEAM - SEE STRUCTURAL.

EXISTING W14x22 BEAM TO REMAIN. ATTACH TO PROPOSED W12x19 (LOW) BEAM BELOW. SEE STRUCTURAL. SAME CONDITION AT

Medical Office Buildings MOB Renovations Torrance, CA 23560 - Renovated a small MOB complex with new entry, courtyard landscaping, entry facades, and new waterproofing and roofing. 3500 - Enlarged an existing lobby slightly with new curtainwall glazing and new interior finishes. Closely worked with structural consultant on the new steel canopy.

Yantai Street Commercial, Exterior Design Yantai, China A composition of regional wall and roofing typologies and construction details to decorate a â&#x20AC;&#x153;traditionalâ&#x20AC;? Yantai street. A series of these passage ways form the oriental portion of a larger commercial theme park.

Dalian Convention Center Commercial Convetion Center and Masterplan Dalian, China Winning competition entry for a proposed 10,000 sm exhibition hall, convention center, and surrounding masterplan. My work involved 2d design and diagramming, 3d exterior and interior design in rhino, communication with client-side consultants, coordinating with consultants for renderings and animations.

Dalian Convention Center Interior Dalian, China Interior design for circulating through the convention center, convention halls, and hotel lobbies.

Dalian Convention Tower Commercial Dalian, China Concept design for a 30 story iconic convention tower for Dalianâ&#x20AC;&#x2122;s exhibition center. Sited 25km north of Dalian, the convention tower is a combination of ballrooms, meeting spaces and hotel tower. After programming and massing studies we decided with a tall podium base with sharp sail-like tower.

GBIC Competition Civil Center Gyong-Byuk, Korea A civil center jewel for a masterplan of the mountainous Gyong-Byuk region. Four sinewy ribbon like structures combine with the landscape to reshape the urban fabric.

4" 3/16" THICK ALUMINUM COPING (STAINLESS STEEL ALT. BID) ALIGN SEAMS AT JOINTS OF PANEL.

REMOVE (E) TOP PORTION OF MARBLE. PROVIDE 2x NAILER 1 3/4"

(E) CONCRETE WALL. PAINT GLOSS WHITE @ PARKING

CENTER LINE OF ACRYLIC PANEL

(N) 2"x 2" STEEL ARMATURE TO SUPPORT (N) ACRYLIC FACADE @ 4'- 0" O.C. EA. SIDE

(N)1/4" NEOPRENE PAD BTW. MARBLE AND BRACE TYP.@ CONNECTION

(E) BUILDING SIGNAGE TO BE RE-INSTALLED EQUI-DISTANT BETWEEN (N) FASTENERS.

3' - 10"

1 1/2" 1"

8" (N) 16 GA. ALUMINIUM SHEET METAL LAYER OVER (E) PARAPET

1/4"=1'-0" SLOPE

(N) LIGHTING BTW. BRACES.

(E) BEAM. SEE PLAN (E) SLAB. SEE PLAN (E) ROOFING. SEE PLAN 8"

LEVEL 2-PARKING DECK

1/4"

(N) 1/2" THICK ACRYLIC PANEL

CENTER LINE OF PANEL 1/4" "OPEN JOINT" (TYP.)

(E) MARBLE AND MEMBRANE TO REMAIN

(N) S. S. CAP FASTENER SADEV MODEL # 01 10 06 FX W/GASKET TYP.

(N) CLIP ANGLE TO RECEIVE BOTTOM OF ARMATURE. 1/4" GAP TYP.

6 3/8"

(N) 1/2" THICK ACRYLIC PANEL. ATTACH W/ S.S.HARDWARE W/GASKET. (E) PLASTER SOFFIT TO REMAIN. PAINT SEMI-GLOSS BRIGHT WHITE.

(E) WALL TO REMAIN

(E) STEEL ANGLES (N) CONDUIT FOR L.E.D. THRU (E) STEEL PLATE

3 A5.01

(N) SEALANT AROUND CONDUIT

(E) STEEL PLATE OR FIBERGLASS PLATE (VERIFY)

PT-1

PANEL C

PANEL C (ROTATED)

PANEL A (FLIPPED)

° 35.00

70 .00 °

3" 0° 0.0 11

(E) STEEL PLATE OR FIBERGLASS FLANGE (VERIFY). NOTCH AS NEEDED FOR L.E.D. STIP

0M - Mezz 20' - 4" 4' - 0" F.V.

PANEL B

° 35.00

PANEL A

70 .00 °

3' - 0 1/2" F.V.

(N) PERFORATED METAL PANEL, TYPICAL (E) CONCRETE WALL

MT-1 6;2

(N) L.E.D. STRIP TO RUN FULL LENGHT OF PANEL(S)

5' - 6"

5' - 11 1/4"

1' - 10"

F.V.

9' - 0"

(N) PERFORATED ALUMINUM PANEL PER SPECIFICATIONS ON SHEET A0.02. PROVIDE ORGANIC COATING. COLOR PER SCHELDULE AS NOTED ON ELEVATIONS. ALL PANEL SIZES SHALL BE FIELD VERIFIED. SHOP DRAWINGS SHALL BE APPROVED BY ARCHITECT PRIOR TO FABRICATION.

5' - 6"

29' - 0" F.V.

PAINT "FIBERGLASS" CAVITY AREA BEHIND (N) PERFORATED PANELS WHITE

OPTIONS:

4 1. 3FORM - 3/8" VARIA ECORESIN - BLISS + GHOST, FRONT AND BACK FINISH: SANDSTONE 2. OR EQUAL (COLOR PER ARCHITECT)

(N) 2"x2"x1/8" EXTRUDED ALUMINUM ANGLE W/ ORGANIC FINISH, TYPICAL

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

ATTACH EXISTING SIGNAGE TO ACRYLIC PANEL. CENTER SIGNAGE WITH ACRYLIC PANELS. FIELD VERIFY LOCATION OF EXISTING SIGNAGE PRIOR TO REMOVAL. 2

(TYP.)

(E) METAL FLASING, RE-PAINT PER ELEVATIONS

(E) STEEL ANGLE (FIELD VERIFY-F.V.), REPAINT PER ELEVATION DRAWINGS

1 A5.01

(N) PERFORATED ALUMINUM PANEL PER SPECIFICATIONS ON SHEET A0.02. PROVIDE ORGANIC COATING. COLOR PER AS NOTED ON ELEVATIONS. ALL PANEL SIZES SHALL BE FIELD VERIFIED. SHOP DRAWINGS SHALL BE APPROVED BY ARCHITECT PRIOR TO FABRICATION.

BID ALTERNATE 12 EQUAL STRAIGHT PIECES @ APPROXIMATELY 3'-0" WIDE WITH HARDWARE ACCORDINGLY.

A3.02

#10 SMS @ 12" O.C., 4" FROM EA. END, MIN. 3 PER PANEL, PRE-DRILL

(E) CONCRETE WALL, BEYOND

#10 S.S. SELF-TAPPING SMS @ 12" O.C., 4" FROM EA. END, MIN. 3 PER PANEL, PRE-DRILL

(E) ROOFING ASSEMBLY

EXISTING BANK ROOF TOP 18' - 6"

NEOPRENE WASHER/BOND BREAKER BETWEEN ALUM. & STL. PLATE, TYPICAL

(E) CONCRETE WALL WING WALL

ATTACH EXISTING SIGNAGE TO ACRYLIC PANEL. CENTER SIGNAGE WITH ACRYLIC PANELS. FIELD VERIFY LOCATION OF EXISTING SIGNAGE PRIOR TO REMOVAL.

(N) 10 GA. CONT. PLATE. INTALLED LEVEL. SHIM AS NEEDED. FIELD DIMENSIONS WILL BE BASED ON DISTANCE BETWEEN ALIGNMENT PLATES

(E) METAL DECK (E) STEEL ANGLES

(N) WASHER/SHIM PIECE, AS NEEDED

3' - 10" / VARIES (FIELD VERIFY)

3'-10" / VARIES (FIELD VERIFY)

SITE PLAN 1' - 6"

(N) PERFORATED ALUMINUM PANEL PER SPECIFICATIONS ON SHEET A0.02. PROVIDE ORGANIC COATING. COLOR PER AS NOTED ON ELEVATIONS. ALL PANEL SIZES SHALL BE FIELD VERIFIED. PANEL HEIGHT SHALL BE DETERMINED BY THE DISTANCE BETWEEN ALIGNMENT PLATES INCLUDING BOND BREAKING MATERIAL AT TOP AND BOTTOM PLATES. SHOP DRAWINGS SHALL BE APPROVED BY ARCHITECT PRIOR TO FABRICATION.

CURVED PANELS. SEE DETAIL FLOOR PLAN. EXISTING WALL TO REMAIN.

EXISTING STOREFRONT GLAZING TO REMAIN. PROTECT DURING DEMOLITION AND PANEL CONSTRUCTION.

ALTERNATE (N) L.E.D. STRIP TO RUN FULL LENGHT OF PANEL

(E) 3/16" FIBERGLASS PANEL PAINT WHITE VERIFY THAT THIS MATERIAL IS STEEL! (N) 10 GA. CONT. PLATE. INTALLED LEVEL. SHIM AS NEEDED. FIELD DIMENSIONS WILL BE BASED ON DISTANCE BETWEEN TOP & BOTTOM ALIGNMENT PLATES

2 A5.01

(N) CONDUIT FOR L.E.D.

(E) STEEL ANGLES

(N) WASHER/SHIM PIECE AT 6" O.C.

NEOPRENE WASHER/BOND BREAKER BETWEEN ALUM. & STL. PLATE, TYPICAL

#10 S.S. SELF-TAPPING SMS @ 12" O.C., 4" FROM EA. END, MIN. 3 PER PANEL, PRE-DRILL

ALTERNATE (N) CONTINUOUS LED STRIP BEHIND PERFORATED PANEL.

HIDDEN LINE REPRESENTS ANGLE LEG BEHIND PERFORATED PANEL

01 - Tower 31' - 10"

0M - Mezz 20' - 4"

29' - 4" F.V. PT-3

PT-1

MT-1 1 A4.01

GROUND FLOOR PLAN 0' - 0"

29' - 3 3/4" F.V. PT-1

PERFORATED PANEL 1

PT-1

PT-3

ENTRANCE BEYOND

PT-3

PT-1

MT-1 2 A4.01

PT-1

PERFORATED PANEL 2

PT-3

Facade Renovations Various Renovations

5 A5.01

Tisch, San Jose, CA - new color palette for exterior facade renovation and panelling for storefront at ground level retail. Westwood Medical Building, Westwood, CA - new exterior colors for office tower and new parapet panels with trim for ground level retail.

3' - 10"

(N) 16 GA. ALUMINIUM SHEET METAL LAYER OVER ARMATURE

Pico Renovation Proposal Commercial Santa Monica, CA Proposal for a creative office renovation that opens out onto an outdoor deck to be shared an addition.

Xi’an Port Offices Commercial Xi’an Port, China Concept design for a new headquarter and offices in Xi’an’s new city center. Proposed a revealing curtain effect with faceted curtain wall glazing. Experimented with curving glass, faceted glass, and mullion cap extrusions for the final effect.

Xiâ&#x20AC;&#x2122;an Mixed-Use Mixed-Use Xiâ&#x20AC;&#x2122;an, China Conceptual proposal for a five story mall with twin office towers at each end. Design explored the concept of continuing vertical and horizontal surfaces to unite the office towers with the mall.

Changzhou Strip Mall Commercial and Residential Mixed-Use Changzhou, China Concept planning for a four story strip mall with two midrise residential towers on a tight lot. Presented an open air concept concept with gem-like structures for anchoring the mallâ&#x20AC;&#x2122;s two main entrances.

DanDong Gold Coast Masterplanning Dandong, China Masterplan for a planned commercial and art district at the Chinese border of DanDong and North Korean farm fields. The masterplan will append the new planned city with offices, mixed use housing, a convention hall and an amphitheather. It will also include an amusement park and marina.

PW Estate Masterplan Masterplanning PW Estate, Vietnam Concept masterplanning for PW Estate proposes different commercial, residential, hospitality, healthcare, and entertainment zones. These programs are to be unified by a gradation in heights and large boulevards leading to the waterâ&#x20AC;&#x2122;s edge.

Yantai Street and Mall Commercial, Exterior Design Yantai, China An mixture of European Main Street facades and textures forms the other part of the Yantai commercial theme park. The outdoor street and interior mall

Rhino and Grasshopper Software To explore various techniques of form expression through generative scripting and iteration. The above example is a study in rotation. I first studied the effects of rotation on circular lofts. Then I traced the deformations over time. Last, I mapped the deformations with yet another loft.

Thank You