ARCHITECTURE PORTFOLIO XIAO MA
Xiao Ma
PROFESSIONAL EXPERIENCE MBA / Merryman Barnes Architects | Portland, Oregon September 2016 - Present Internship in China Academy of Building Research | Beijing, China April - June 2014 Internship in Beijing Zheng Hua Architectural Design Firm | Beijing, China June – August 2012
DESIGN SKILLS
CONTACT
503.544.6134 xiaomaarchitecture@gmail.com
LANGUAGES • English • Chinese
REFERENCES
OTHER SKILL
Margarette Leite Assistant Professor of Architecture Fellow, Center for Public Interest Design School of Architecture Portland State University 503.725.5823 mleite@pdx.edu
Painting, model making, marketing research, photography, statistical analysis
EDUCATION Portland State University | Portland, Oregon Master of Architecture, June 2016 Bachelor of Arts in Architecture, March 2014 Beijing University of Agriculture | Beijing, China Marketing major, September 2008 - July 2010
LEADERSHIP Minister of Department Publicity for the Student Union in Portland State University Chinese Students and Scholars Association 2011 - 2012 Minister of Department Publicity for the Student Union in Beijing University of Agriculture 2008 - 2010
CONTENTS OREGON CONVENTION CENTER
01
Professional
KING + PARKS
04
Professional
TUALATIN VALLEY FIRE & RESCUE LOGISTICS SERVICE CENTER (LSC)
05
Professional
PDX NEXT - TCORE Professional
VETERANS MEMORIAL COLISEUM REFRESH
07
11
Professional
THESIS: COMMUNITY HOME
13
M. Arch
PARKLET
17
Academic Project Design-Build M. Arch
OTHERS
19
ORGANIC AND ICONIC
OREGON CONVENTION CENTER with Merryman Barnes Architects 2018 - 2020
FULL HT. FRP PANELS 9'-0"
1-1/2" DIA. GUARD RAIL ASSEMBLY BOLTED TO THE SLAB MAKE-UP AIR GRILLES SEE MECH.
a
1-1/2" DIA. STEEL TUBE 1 CONTINUOUS PIECE BENT PER PLAN, WELDED TO 1-1/2" DIA. SUPPORTS.
MAKE-UP AIR RILLES EE MECH.
NEW RUBBER BASE TO MATCH EXIST.
EXIST. CONSTRUCTION
2'-3"
VATION
BOLT CHANNEL SECURELY INTO STUDS OF 2 HR. WALL
NOTE: ENTIRE ASSEMBLY TO BE PAINTED BLACK.
2'-6"
ER BASE EXIST.
1/4" = 1'-0"
3 A1.2
2'-3"
1/2" x 4" DIA. STEEL PLATE WELDED TO 1-1/2" DIA. STEEL TUBES. BOLTED INTO CONCRETE FLOOR. USE 4 - 21" X 2 21" EXPANSION ANCHORS
8" STEEL CHANNEL @ 16" O.C.
C2
COMPRESSED MINERAL FIBER TO FILL VOID
RAILING ELEVATION 1/2'' = 1'-0''
FRP CAP
NEW "SHAFT WALL" 2 HR. RATED CEILING ASSEMBLY GA FILE NO. 7054 FRP FULL HT. OF WALL
EXIST. SOFFIT ASSEMBLY 2 LAYERS 5/8" TYPE 'X' GYP. BD. EA. SIDE (TYP.) GA FILE NO. 1522
W2
nL
6 A1.2
INFILL WALL @ NEW CEILING 3'' = 1'-0''
COMPRESSED MINERAL FIBER TO FILL VOID 8" STEEL CHANNEL @ 16" O.C.
W2 FRP CAP
9'-0'' A.F.F C2
ATTACH REMAING SOFFIT FRAME TO NEW 2 HR. WALL
OPEN BEYOND
± 7'-4'' A.F.F
Scope 1 - Orbit Cafe Renovatoion ATTACH REMAING SOFFIT FRAME TO NEW 2 HR. WALL
DEMO SOFFIT AS REQUIRED
FRP - TYP.
EXIST. CONSTRUCTION P R O J E C T N O.
18-0331.3 2 HR. RATED WALL ASSEMBLY GA FILE NO. WP 1522
EXHIBIT HALL 'A'
KITCHEN
1'-0"
NEW RUBBER BASE MATCH EXIST.
5 A1.2
2'-6"
WALL SECTION 1/2'' = 1'-0''
- Plan options Schematic Design - Layout refine & Rendering Design Development Construction Documents
ALIGN NEW WALL w/ FACE OF EXISTING DIAGONAL BRACING ON EXHIBIT SIDE
B.O. MAKE-UP AIR GRILLE
600T125-30 TOP & BOTT.
FRP CAP
SHEET
600S125-30 EA. SIDE #10 SMS @ 12'' O.C. - TYP.
8"
1109
1 1/2'' DIA. GUARD RAIL ASSEMBLY BOLTED TO SLAB
ISSUE DATE
07.22.2019
REVISIONS
W2
Role in the Project Conceptual Design
EXHIBIT HALL 'A'
FLOOR PLAN
ALIGN NEW WALL w/ FACE OF EXISTING DIAGONAL BRACING ON EXHIBIT SIDE
C2
HORIZONTAL "SHAFT WALL" 2 HR. RATED CEILING ASSEMBLY GA FILE NO. WP 7054
± 7'-4'' A.F.F
6" MTL. STUDS @ 16" O.C. ATTACH TRACK TO EXIST. CONSTRUCTION W/ 2 - #10 SMS @ EA. STUD
FRP CORNER TRIM
MERRYMAN BARNES ARCHITECTS 4713 N ALBINA AVE. SUITE 304 PORTLAND, OREGON 97217 p 503.222.3753
4'-6"
ORBIT KITCHEN - INTERIOR ELEVATION
METRO / OREGON CONVENTION CENTER
W2
NEW GYP.BD. - RECESSED IN-FILL WALL PAINT
NEW RUBBER BASE TO MATCH EXIST.
ORBIT CAFE KITCHEN MODIFICATIONS
2 A1.2
NEW RUBBER BASE TO MATCH EXIST.
W2
NEW RUBBER BASE MATCH EXIST.
7 A1.2
2 LAYERS 5/8'' TYPE 'X' GYP. BD. EA. SIDE (TYP.) GA FILE NO. 1522
INFILL WALL @ EXIST. DIAGONAL BRACING 3'' = 1'-0''
PERMIT SET
© MERRYMAN BARNES ARCHITECTS, INC.
1 95% CONSTRUCTION
This project proposes a series of renovations throughout the Oregon Convention Center intended to refresh the facility to coincide with the construction and opening of the new convention hotel.
Scope 2 - VIP B Lounge Role in the Project Conceptual Design
- Plan options Schematic Design - Layout refine & Rendering
2
6'-1 3/4"
EQ e
1'-3 1/4"
3042
b
d
1'-0"
c
3043
EQ
2 A506
1'-3"
EQ
1'-0" 2'-2" 1'-6"
EQ EQ
7'-7 1/2"
1'-3" MIN
1'-3" MIN
SIM.
3042 MEN & 3043 WOMEN & 3043A G.N., NORTH BALLROOM - FLOOR PLAN 1/4" = 1'-0"
SEE 12 / A500 FOR FLOOR TILE NOTES.
EQ
EQ
EQ
10 1/2"
1/4" = 1'-0"
9A a
2A c
2'-0 1/2"
3042 MEN & 3043 WOMEN & 3043A G.N., NORTH BALLROOM - DEMO PLAN
9D c
MIN
EQ
1
EQ
℄
EQEQ
1'-6''
EQ
3043
EQ
(N) FD b G.N. 3043A
1'-0" MIN CLR
k
G.N. 3043A
℄
2'-11" 5'-0"
a
3043A
j
a d
EQ
4'-8" CLR
11D c
c
EQ 1'-3" MIN
26'-3"
i
EQ
2'-0" MIN
8'-7 1/2" EQ
1'-3"
1'-3"
EQ 8 EQ. STALLS
3'-0" CLR
1'-6"
9D c
EQ
2D c
6'-9 1/2"
WOMEN 3043
(E) FD
5'-0" CLR
PTF-1
MIN EQ
1'-7 1/2"
1'-3"
2'-8"
3'-0" 1'-11"
FD'S TO REMAIN, TYP.
MEN 3042
g
2'-5 1/2"
(E) FD
c
1'-0''
2'-5 1/2" 5'-0" CLR
g WOMEN 3043
(E) FD
b
1'-3 3/4"
3'-11 1/4"
AMBULATORY ACC STALLS, TYP.
a d
AMBULATORY ACC STALLS, TYP.
WHEEL CHAIR ACC STALLS, TYP.
EQ
(E) FD
f
EQ
h
6'-7"
e
EQ
PTF-1
f
14'-1 1/2"
EQ
2'-8"
3'-0" CLR
WHEEL CHAIR ACC STALLS, TYP.
FD'S TO REMAIN, TYP.
A506
EQ
h
MEN 3042
2'-6 1/4"
3042
EQ
EQ
11'-11"
EQ
EQ
EQ
7 1/4"
EQ
EQ
EQ
2'-0" MIN
EQ
3'-5"
1'-6"
3'-0"
6'-7 1/2"
5'-0" CLR
ACC URINALS, TYP.
1'-3" 1'-0"
2'-0 3/4"
2'-5 1/2"
PNT-1
a
b
EXIST. ADA WCO DOOR ACTUATOR
c
TA-15D
TA-28A
OPEN TO BEYOND
SSM-3
1 ADD-1
3'-4"
2'-10"
GWB/PNT-1 8' - 10'' A.F.F OS
TA-13A
SSM-3 4'-11 1/4"
8'-0"
2'-0"
EXISTING ART WORK TO REMAIN
GL-10
4'-8"
TA-13A
1'-2"
SEE 18 / 500 FOR d DETAILED TYPICAL SINK LAYOUT
TA-12
OS
S
S
S
EXISTING ART TILE TO REMAIN
MEN 3042
8' - 0'' A.F.F GWB/ PNT-1
APC-1 8' - 10'' A.F.F
OPEN TO BEYOND
GWB/PNT-1
TA-8B
CT-1
1
8' - 0'' A.F.F
ADD-1
1
TA-9
TA-5B(R)
ADD-1
TA-8A 1
TA-9
ADD-1
TA-5B(L)
OS
1 ADD-1
URINAL PTN
e
4 A506
1/4" = 1'-0"
Role in the Project Schematic Design
a
TA-13A
3042 MEN & 3043 WOMEN & 3043A G.N., NORTH BALLROOM - RCP
SEE 13 / A500 FOR
EXISTING ART WORK TO REMAIN
CT-1 1
Design Development Construction Documents Construction Administration - Communications and Coordination between Architectural, MEP and Construction teams
TA-28A
1
ADD-1
b
c
TA-12A
d
CT-1
EXIST. ADA DOOR ACTUATOR
TA-8A
TA-5A(L)
e
1
TOILET PTN
TA-11A
TA24''
ADD-1
EQ
TA-13A
TA-9 SSM-3
ADD-1
OPEN TO BEYOND
1'-0"
OPEN TO BEYOND
S
3
h
ADD-1
Scope 3 - Bathroom Renovatoion CT-1
8' - 0'' A.F.F GWB/ PNT-1
3
ADD-1
12'' x 12'' AD-4
TOILET PTN 1
8'-0"
GWB/PNT-1 9' - 1/2'' A.F.F
OS
TA-4C(R)
1'-0 1/2"
APC-1 9' - 1/2'' A.F.F
APC-1 8' - 10'' A.F.F G.N. OS 3043A
1
12'' x 12'' AD-4
SSM-3
4'-8"
OS
f
g TA-5B(R) WCO
3042 MEN INTERIOR ELEVATIONS
2'-0"
S
TOILET PTN
4'-11 1/4"
WOMEN 3043
WCO
3'-0"
KING + PARKS with Merryman Barnes Architects 2017 - 2020
Role in the Project Schematic Design - Gate options, landscape fountain Design Developement - Bike parking layout Construction Document
4
IMPROVEMENTS
TUALATIN VALLEY FIRE & RESCUE LOGISTICS SERVICE CENTER (LSC) with Merryman Barnes Architects 2019 - 2020
Scope of work includes: • New interior tenant improvement work includes new walls, ceilings, associated mep systems and equipment, including new roof-top mechanical units • New exterior storefront and overhead doors • New loading dock and dock canopy • New truck wash canopy • All associated sitework including new site utilities, paving, and landscape.
Role in the Project Conceptual Design
5
- Plan options Schematic Design - Layout refine & Site Plan and 3D Rendering Design Development Construction Documents Construction Administration - Communications and Coordination between Architectural, MEP and Construction teams
7
7.1
7.2
7 A-804
R1
7
8 A-803
SLOPE 1/4"/FT
R2
1 4 A-804
3 A-802
R-1
R-1
EXIST. ROOF STRCT.
7
SEALANT & BACKER ROD
LIQUID SEALANT
SEE PLAN
LINE OF STRONG-BACK BEYOND - SEE STRUCT.
DS EE4
EE6
DOOR DIM.
12 GA. PTD STL
= 1'-0" A-804 A-800 1 1/2" 3" = 1'-0"
7
7.1
7
3
SSTL CLAMPING RING.
DOOR
A.821
7
YPE R1 ROOF
DOOR DIM.
1' - 9"
12 A-802
WATER CUT-OFF MASTIC
METAL COLLAR THERMOPLASTIC SPLIT PIPE-SEAL
SLOPE
TRENCH DRAIN UPCIVIL FULL HT SEE
SLOPE 1/8"/FT
1/2" COVER BOARD 2 LAYERS 1.8" THICK POLYISO INSULATION R 20.6
7.2
PRESSURE TREATED WD BLKG
D SLAB @ NEW SLAB
± 20' -25'
0' - 3"
2
6
2
6
4' - 0"
SEE STRCT
METAL SIDING SEALANT
SEALANT & BACKING ROD EA. SIDE - TYP.
CARLISLE HP TERM BAR NAIL-IN 6" OC FASTENING
1/2" PTD STL PLATE - SEE SEALANT STRUCT.
6'-0" @ OVERHEAD DOOR 24 GA. PRE-FIN. METAL - ON H.T. S.A.M. ON 3/4'' PWD. SEAL ALL MTL. SEAMS
D
A-500 4 HSS STL BEAM, PER STRUC.
R2A P
R-1 S.A.M.
1/4'' / FTCLOSURE SLOPEGASKET PER MANUF APPLICABLE BONDING 4 ADHESIVE
1
14'-0"
END DAMS & ROOF EXHAUST FAN HEMMED EDGE 4 A-804 FOIL-FACED
W2
HOT AIR WELD MIN 1 1/2" CUT-EDGE SEALANT
T
P
T
16-1202 1 10-01-19
4 P T
A-804
NELSON STUD, TYP - SEE 2 STRUCT.
4
ISSUE DATE
5 A-802
03.23.2020
OPEN OFFICE 128
DS
GLB BEYOND, HANGERS PER STRUCT.
ADDENDUM 2
EE8
1/2" COVER BOARD
CUT-EDGE SEALANT 2 LAYERS 1.8" THICK1 POLYISO INSULATION R 20.6 A-801
EE5
1/2" PTD STL CANOPY - SEE STRCT
EXIST. ROOF STRUCTURE LINE/OF EXIST. CONC. TILT-UP PROVIDE STRCT SUPPORT WALL BEYOND DS 3 FOR OPENING.
AC PAVING PER CIVIL
A-801
SLOPE
0' - 0"
18' - 0"
ROOF EXHAUST FAN A-802
5 1
2
2
SECTION @ STOREFRONT CANOPY
A-804 1 1/2" 1/4"7.1 = 1'-0" 10 = 1'-0" SHED ROOF TO WALL A-600 @ GRID INTERIOR DETAILS
7
2 1 DEPRESSED SLAB @ EXIST. SLAB
4.6
4 3.9
3.4 3 A-810 R1
1 1/2" = 1'-0"
1 A-804
2.8
CONSTRUCTION SET
F
2.2
2
F.2
1.4
1
7.1
3
PILASTER BELOW
P T
12
LOADING DOCK 100
SEE STRCT
F.5
F.5
9 A-803
SEE STRCT
BREAK METAL
TRIM T.O. (E) SLAB 0' - 0" 1/2" PT PLYWOOD
1/2" PT PLYWOOD
AC PAVING - SEE CIVIL
SEE STRCT
T.O. TIRE RACK SLAB -4' - 0"
DRAINAGE PIPE
A-600
6 METAL SIDING @ 7.1, BELOW A-802 1 1/2" = 1'-0"
11/4" = 1'-0"
3 TOP PLATE @ GR A-802 1 1/2" = 1'-0"
11 A-811
7.1
R-1
MTL SIDING
3
03.23.2020
16-1202
A-500
4 A-804
REVISIONS
3 12-06-19
2X6 @ 16" OC WALL PWD SHEATHING PER STRUC.
EXIST. ROOF STRCT. ISSUE DATE
P R O J E C T N O.
B
A EE6
BREAK METAL TRIM
2HR SEE PLAN
SEALANT
F.4
EE5
EXTERIOR DETAILS
A-800
EE5
EE5
FLUIDS RM 135
PARTS COUNTER & OFFICE 136
2 A-810
DS CONSTRUCTION SET
DS
FIBERGLASS FLOOR GRATE SYSTEM. SEE DETAILS.
EE4
EE9
23' - 0"
DEPRESSED SLAB -1' - 9"
1 A-810
3 A-600
1'-0" X 1'-0" STL COL PER STRUC.
7 METAL SIDING @ 7.1 ABOVE T.O. (E) SLAB A-802 1 1/2"0'=- 0" 1'-0"
© MERRYMAN BARNES ARCHITECTS, INC. 02
SECTION @ FLUIDS ROOM 1/4" = 1'-0"
F.3 1'-0" X 1'-0" STL COLUMN W/ BASE PLATE, PER STRUC. ROOFTOP CONDENSING UNIT. T/ RIDGE SEE MECH. DRIP EDGE PER MANUF.
4 HSS GIRT @ GRID A-802 1 1/2" = 1'-0"
SEE PLAN
SHEET
F R1
14'-0" AFF @ TRUCK WASH 10'-0" AFF @ TIRE RACK FACIA
PLAN REVIEW / CORD.
T.O. (E) SLAB 0' - 0" T.O. TIRE RACK SLAB -4' - 0"
26' - 8"
5
R2
2 A-803
MTL TRIM BY MTL SIDING MFR
8 METAL SIDING @ CORNER A-802 51 1/2" = 1'-0"@ LOADING DOCK STAIR SECTION
VAPOR RETARDER - 1/2" PTD STL VERTICAL FIN SHOP WELDED TO CANOPY. MAX 36" OC - SEE STRCT EXTEND UP FULL HT OF CURB - TYP.
3 DETAIL - SILL @ CLERESTORY T.O. (E) SLAB A-800 3" = 1'-0"
SLOPE
1'-0" TYP
TPO ROOF MEMBRANE
HOT AIR WELD - MIN. 3 1 1/2''
3
1'-0" X 1'-0" STL COLUMN 3X12 @ 16" OC
C
3 A-803
R2
T.O. (E) SLAB 0' - 0"
7
SECTION @ FLUIDS ROOM 1/4" = 1'-0"
F.3
6 A-803
SHIPPING / RECEIVING 105
12
CONC. PAVING SEE CIVIL
W7
5.9
T
GASKETED FASTENER
SLOPE
F
1/4" = 1'-0"
3 A-802
P R O J E C T N O.
SHEET
P
HIGH-TEMP. S.A.M. CARLISLE WIP 300 HT OR APPROVED EQ
SEALANT & BACKER ROD
DRAINAGE PIPE
6
P T
8
1'-0" X 1'-0" STL COLUMN BEYOND
10' - 0"
5 ROOF HATCH DETAIL @ R1 ROOFING SYSTEM 1 SECTION @ TRUCK WASH A-804 1" = 1'-0" A-600 1/4" = 1'-0"
7.1 7
ALUM. A-600 STOREFRONT SYSTEM
10' - 0"
NOTE: SEE DET. 3 / G104 FOR ADD'L INFO.
22 GA. PRE-FIN. MTL. FLASHING - COLOR TO MATCH COATED METAL
3
1 RAKE / FACIA NOTE: SEE DET. 3 / G104 FOR ROOF ASSEMBLY A-804 1 1/2" = 1'-0" 9 TOP PLATE @ GRID 7.1 ALUMINUM SILL 4 @ OVERHEAD DOOR CANOPY A-802 1SECTION 1/2" = 1'-0" FLASHING W/7
SEE STRCT
4' - 0"
SLOPE 1/4":1'-0"
PP TT
EE3
12
3 HOTWEST AIR WELD - ELEVATION MIN. 1 1/2'' SEALANT A-400 CUT-EDGE 1/16" = 1'-0" TPO ROOF MEMBRANE
3
3
12
A
NOTE: SEE DET. 4 / A804 FOR ADD'L INFO.
REVISIONS
VAPOR RETARDER - EXTEND OF CURB
CONC. SLAB SEE STRCT
R2
P T
SEALANT
4 A-802
DS
6 DETAIL - JAMB 3 @ OVERHEAD DOOR A-800 3" = 1'-0"
SSTL CLAMPING RING
FLEET TRUCK BAYS 149
EE3
OVERHEAD DOOR ASSEMBLY
12 GA. PTD STL PLATE TRUCK WASH 112
EXIST. CONC. TILT-UP WALL
DETAIL-JAMB @CLERESTORY2 01 A-800 3" = 1'-0"
1/2" COVER BOARD 2 LAYERS 1.8" LINE THICK OFPOLYISO INSULATION RCANOPY 20.6 ABOVE
9 A-803 SIM
SSTL CLAMPING RING RAIN HOOD
SEALANT & BACKER ROD
1
DS
SEALANT
EE1
7.2
1 A-800
EE6 2
PTD BREAK METAL COLUMN COVER
TRAFFIC SEALER, TYP @ ALL DEPRESSED SLAB 13 SURFACES A-802
WOOD SHOP 110
LIQUID SEALANT HOT PIPE
P T
2HR, 12 GA.SEE PTDPLAN STL PLATE FIRE SEALANT @ EA. SIDE BILCO SINGLE LEAF ROOF SEALANT NB SIZE &2'-6" x 4'-6" 8 SCUTTLE TYPEBACKER ROD
TPO ROOF MEMBRANE BONDED W/ ADHESIVE
FIBERGRATE QUAD HEAD PEDESTAL
OVERHEAD DOOR AND ASSOCIATED PARTS
HIGH STRENGTH NON-SHRINK GROUT
2
3"x3"x3/8" MOLDED FIBERGLASS ANGLE W/ 3/8" DIA. HILTI KWIK BOLT @18" O.C. MIN. 2-1/2" EMBED
SEE PLAN
A-802
PRE-FIN. MTL. FLASH'G
SLOPE
E
2
FOIL-FACED S.A.M.
NOTE: SEE DET. 3 / G104 SET IN CONT. BED OF FOR ADD'L INFO. EE3 SEALANT
F
F.1
4' - 0"
F.2
3' - 0"
F.4 F.3
HSS 6X6 COLUMN SEE STRUCT.
STRCT REINFORCEMENT PLASTIC VENT STRIP W/ INSECT SCREEN PER STRCT
SLAB ASSEMBLY
7.1
7.1
GASKET CLOSURE 6 PER MANUF. PER STRUC.
14' - 0"
TRAFFIC SEALER
F.5
R2 EXISTING
FIBERGRATE MICROMESH 1-1/2"D
0' - 1 1/2"
WRB
CONC. WALLEE3 TIE SEE STRUCT.
7.2
8 A-803
SLOPE 1/4"/FT
HOLLOW METAL EXTERIOR DOOR FRAME
CUT-EDGE SEALANT S.A.M.
7 A-804
R1
CLOSED CELL SPRAY FOAM INSUL.
HOT AIR-WELD 1-1/2" MIN. BEYOND FASTENER PL.
DIM.
TPO SPLIT PIPE - SEAL
1"
LINE OF CANOPY ABOVE
SOUTH ELEVATION 5 DETAIL - JAMB 2 @ OVERHEAD DOOR 1/16" = 1'-0" 4 EAVE / GUTTER
WATER CUT-OFF
10 FOR ADD'L
EE3
EXIST. CONC. PANEL
1
GUARDIAN FALL PROTECTION CB-12 ANCHOR
1
SEALANT PLATE
FOIL-FACED S.A.M.
7
2 A-400
HANGER PER STRCT
8
SEE PLAN
7
3
3 A-600
T/ RIDGE
6
3'-0", TYP
STIC DOOR / FRAME MBLY GLULAM BEAM
EXTERIOR WALL
2
HIGH-TEMP. S.A.M. - CARLISLE WIP 300 HT &OR APPROVED EQ SEALANT BACKER ROD
1 1/2" = 1'-0"
E E E E E
02
1 A-810
ERIOR IMPROVEMENTS PACKAGE ST, TUALATIN, OR 97062
12" HSS COLUMN PER STRCT
1 A-810
EE13
OGISTICS SERVICE CENTER (LSC)
TILT-UP WALL
8
DBL 3X12 W/ 1/2" PWD SPACER
22 GA. PRE-FIN. MTL. FLASHING - COLOR TO MATCH COATED METAL FLASHING EXIST. CONC. EE2
GASKETED FASTENER
OVERHEAD DOOR DEPRESSED SLAB @ EXIST. ASSEMBLY
EE5
2
GYP. BD.
6
E E
T/ RIDGE 26' - 8"
FRP
8
6
2
T.O. (E) SLAB 0' - 0"
SECTION @ STOREFRONT CANOPY 1/4" = 1'-0" F.2
8' - 0"
3
LIQUID SEALANT
EAD & JAMB BEAM, VOIDS TYP. GLULAM . 6 PCF MINERAL SOUND INSUL.
DS
F
0' - 6 3/4"
CONC. WALL TIE SEE STRUCT.
ROOF JOIST & HANGER PER STRCT
P T
2
1"
3"
2
6
℄ STUD
6
CUT-EDGE SEALANT
24 GA. PRE-FIN. COATED 3 METALA-800 - WHITE
SEE 1 / A803
EXIST. CONSTR.
DOOR
2
VAPOR RETARDER
4'' TYP.
STIC SEALANT OUND - TYP.
SEE PLAN
CLOSED CELL SPRAY
FOAM INSUL. #10 x 5 1/2'' LONG WOOD SCREW @ 12'' O.C.
20 GA. PRE-FIN. GUTTER COLOR TO MATCH COATED MTL. FLASHING - PROVIDE STRAP SUPPORTS @ 30'' O.C.
1"
EQ
EE9
R - SEE STRUCT.
5"
12
6
2
SEALANT & BACKER ROD
HOT AIR WELD - MIN. 1 1/2''
0' - 4"
INTERIOR & EXTERIOR IMPROVEMENTS PACKAGE 9991 SW AVERY ST, TUALATIN, OR 97062
6
CLOSED CELL SPRAY
5FOAM INSUL.
1/2'' COVER BD
2 LAYERS 1.8'' THICK SEE PLAN POLYISO / R 20.6
EE1
EQ
2
NOTE: SEE DETAIL 2/A810 FOR ADD. INFO EXIST. CONSTR.
4
A-501
0' - 6 1/4"
8 P T
VAPOR RETARDER
EE PLAN
3
ROOF SLOPE 6
2
FLASHING HEIGHT MIN
2
3
0' - 2"
8
INTERIOR & EXTERIOR IMPROVEMENTS PACKAGE 9991 SW AVERY ST, TUALATIN, OR 97062
2 LAYERS 1.8'' THICK 24 GA., PRE-FIN. MTL SIDING & TRIMPOLYISO / R 20.6
2
BACKER ROD
R1
12 GA PTD STL PLATE
4 A-804
1 TPO ROOF MEMBRANE SEALANT &
CUT-EDGE SEALANT 24 GA. PRE-FIN. COATED METAL - WHITE
4 1/ 2"
2
0' - 3"
1
1/2'' COVER BD
HORIZ. DRAINABLE
2" L AP
FOIL-FACED S.A.M.
CARLISLE RUSS STRIP BATTENS @ 16'' O.C.
7 R1
HOT AIR WELD - MIN. 1 1/2'' 0' - 4"
STL CANOPY BELOW
INTERIOR & EXTERIOR IMPROVEMENTS PACKAGE 9991 SW AVERY ST, TUALATIN, OR 97062
1' - 9"
EQ
ROOF SLOPE
0' - 1"
HOT AIR WELD PER MFR'S SPEC.
EQ
SEE DET. 1/A-803
TPO ROOF MEMBRANE
WRB NYSTROM CONT SEISMIC JOINT COVER - EJ-EEJ-400/400W
1 A-804
7
STOREFRONT SYSTEM
#10 x 8'' LONG WD. SCREWS @ 12'' O.C. - STAGGER W/ LAG SCREWS - CENTER IN 2x FLAT
TVF&R LOGISTICS SERVICE CENTER (LSC)
#10 x 5 1/2'' LONG WOOD SCREW @ 12'' O.C.
FLUIDS RM 135
FIBERGLASS F GRATE SYSTEM DETAILS.
SLOPE
DS
2 A-600
FOIL-FACED S.A.M.
8'' MIN. TYP.
SLOPE
E E E E E E
AC PAVING PER CIVIL
T.O. (E) SLAB 0' - 0"
DS
SECTION @ TRUCK WASH 1/4" = 1'-0"
17 TRAFFIC SEALER, TYP @ ALL DEPRESSED SLAB SURFACES
1/4'' x 8'' LONG LAG SCREWS @ 12'' O.C. - COORD. W/ EXIST. P.T. SILL BOLTS
SLOPE
3 A-801
EE4
1 DETAIL - HEAD @ CLERESTORY A-800 3" = 1'-0"
APPROX. LINE OF EXIST. GRADE
SLOPE 1/8"/FT
OPEN OFFICE 128
TVF&R LOGISTICS SERVICE CENTER (LSC)
1 A-600
4 CONC.DETAIL - JAMB 1 @ OVERHEAD DOOR EXIST. TILT-UP PANEL EAST ELEVATION A-800 3" = 1'-0" 1/16" = 1'-0"
RAL BRACE MAIN RUNNERS TO GRID HOT AT AIR WELD 1/2'' CTURE 12'-0" O.C.- MIN. EACH1WAY BRACING WITHIN 6'-0" OF CUT-EDGE METER AND 0'-2"SEALANT FROM CROSS ERS AREAS 24 FOR GA. CEILING PRE-FIN. COATED EDING 1,000 SF METAL - WHITE
EE5
T.O. EXIST FLOOR SLAB
ROSS RUNNERS AT 2'-0" O.C. TWEEN MAIN RUNNERS
1 A-400
SEALANT & BACKER ROD
7" VERIFY
DS
DRAINAGE PIPE
EE4 SEE PLAN
6
K
SEE PLAN
EE3
12 GA PTD STL. PLATE
FOIL-FACED S.A.M.
4' - 10"
P T
SEE CIVIL
0' - 1"
2
1/2" TYP. TRENCH DRAIN
CONC. SLAB -
SEE STRCT VERIFY
14' - 0"
EE3
3"
SLOPE
ALUM. STOREFRONT W/ 1'' INSUL. GLAZING - PROVIDE COMPASATING CHANNEL DS
WRB
DS
1 1/2"
1 A-801
0'-1 1/2"
5 A-802
4"
1
PRE-FIN. MTL SIDING & TRIM
8
℄STUD
2 1/2"
2
2"
F.5
EE5
TRUCK WASH 112
9 A-803 SIM
110
F.4
EXIST. CONC. TILT-UP WALL
EE2
13 A-802
CLOSED WOOD CELL SPRAY SHOP FOAM INSUL.
EE2
2" VERIFY
2"
EE5 SEALANT & BACKER ROD
F.2
14' - 0"
8
4 A-802
1"
8
2
10' - 0"
PLASTIC VENT STRIP W/ EE11 INSECT SCREEN
2
F.1
EE5 0'-2 3/256"
1/2"
2
F
E.2
0'-1 9/16"
EXPOSED FASTENERS @ 12'' O.C. VERTICALLY
HEADER SEE STRUCT.
A-800
RE ALL HANGERS TO BUILDING WRB CTURE - TRAPEZE AROUND WORK AND OTHER LARGE RUCTIONS
A-804 SEE PLAN
12 GA. PTD STL PLATE
10' - 0"
PRE-FIN. MTL. SIDING & TRIM
1/2"
EE5
DIM.
EE5
DIM.
DOOR
FOIL-FACED S.A.M.
EE5
E.1
EE1
TVF&R LOGISTICS SERVICE CENTER (LSC)
EE6
TYP.
3
E
2 A-501
W2
FRP
2" - VERIFY
FOIL-FACED EE5 S.A.M.
4
2
A.821
GYP. BD.
D
EE7 SEE PLAN
LIQUID SEALANT
1 A-600
8' - 0"
C
LINE OF CANOPY ABOVE
EE2
1
A-500
7
10' - 0"
B
OVERHEAD DOOR ASSEMBLY
2 A-600
6"
A
3 A-500
12' - 0"
7
3' - 0"
4 A-600
4 A-804
ABSTRACT TO CONCRETE
TCORE - PDX NEXT Portland International Airport Renovation with ZGF 2016
PHASE 1
Role in the Project
7
Schematic Design - physical model making for improving design idea, including space, programming, ceiling structure study, etc
PHASE 2
PHASE 3
PHASE 4
88
PHASE 5
Use the section model to study the programming or activities happening in / outside of the international airport.
9
9
29 1010
PAST TO FUTURE
VETERANS MEMORIAL COLISEUM REFRESH with Merryman Barnes Architects 2017
Role in the Project Conceptual Design
11
- Color & Graphic study Schematic Design - Graphic study, Diagram & Rendering
While the building still boldly embodies the architectural ideals of Mid Century Modernism, after fifty years from its completion, it was in need of revitalization. Critical deferred maintenance elements of the entry lobby and main concourse were identified as the areas where renovations would make the most positive impact on the visitor experience prior to PK80-Phil Knight Invitational in November 2017. The addition of bold graphics simply attached to the existing walls adds powerful references to the building’s historic uses for sports, music events, and public gatherings. These graphics are supplemented by significant upgrades to the entry lobby to remove extraneous additions, to improve the entry and exit flow and to reenergize the concession operations.
12
THESIS: COMMUNITY HOME FOR LEFT BEHIND BRIDGE THE GAP CHILDREN AND ELDERLY IN GUANG AN VILLAGE Creating a center to support the care of “left behind” children and elderly in rural China M.ARCH 2016
13
Rural China has been experiencing an unprecedented rise in the phenomenon known as “left behind children.” This phenomenon describes the difficult situation for many rural, poor families in which one or both parents, seeking decent-paying jobs in the cities, elect to leave their children in the care of extended or adopted families during the periods of migrant work. China’s much-hated hukou system registers families as either rural or urban. Most migrants can’t change their household registration when they move. They struggle to access healthcare and other social services in urban areas. Their children can’t go to public schools -- even if they are born in the cities. The periods of separation between parents and children can last several months at a time, sometimes becoming a nearly permanent situation. This phenom-
enon is not new to rural communities under modern, global industrialism, but has become a concerning and growing trend in rural China in recent days. “Left behind children” are defined by a number of different care-giver scenarios; the children may be in the care of one parent, grandparents or with other relatives. Older children might be left to care for themselves, but most often it is the grandparents and elderly, those who still remain in the rural community, that must shoulder this new responsibility. In all cases, families are split apart and the left behind children and elderly are asked to adapt to the new circumstances with few resources to aid them. They are forced to redefine the concept of “home”.
5 1
2 3 6
New Story Of The Community
4
Dining Area
7
21
22
10
20
8
18
23 9
19
Story Room
11
Play Room 17
16
13 12
15
Media Room
Testing Garden
1 CHILDREN HEALTH CHECK 2 ELDERLY HEALTH CHECK 3 LIVING ROOM 4 GYM 5 MECHANICAL 6 MEDIA ROOM 7 PLAY ROOM 8 DINING
9 KITCHEN 10 STORAGE 11 MECHANICAL 12 OFFICE 13 OFFICE 14 MEETING ROOM 15 MECHANICAL 16 OTHER RECIDENCE
14
17 LIVING ROOM 18 STORY ROOM 19 LIBRARY 20 MECHANICAL 21 STUDY ROOM 22 OUTDOOR SUNKEN AREA 23 TESTING GARDEN
14
INCREASE INTERACTIONS - PROGRAMMING - SPACE -SCALE OF OPENING
15
View from Porch
View from Testing Garden
East Section of Community Home
South Section of Community Home
16
DESGIN - BUILD
PARKLET M.ARCH 2015
This Fourth Avenue Parklet was designed and built by Architecture students. Students were assigned to different aspects of the project and given the chance to design details and to build them around the existing Food Cart area. We were first assigned to install the base structure and floor. I first worked on the metal piece both cutting and drilling. Then, within the wood group, I was responsible for wood staining and bench assembling. When completed, we moved them to the site for assembly in the field.
17
The Fourth Avenue Parklet provides an attractive gathering place and seating area for more than two dozen diners and neighbors at the popular food cart pod on Southwest Fourth between College and Hall Streets. Main Features: •768 linear feet of sustainably harvested juniper•3,475 pounds of steel •250 linear feet of repurposed escalator handrail •Drought-resistant native plants
1818
OTHER WORKS
MODEL MAKING
FIRE PAVILION 19
2020
MEMORY BOX 21
22
SKETCH & PAINTING HY
23
24
PHOTOGRAPHY
25
2626
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