ARCHITECTURE PORTFOLIO XIAO MA
Xiao Ma
PROFESSIONAL EXPERIENCE Open Concept Architecture | Portland, Oregon June 2020 - Precent MBA / Merryman Barnes Architects | Portland, Oregon September 2016 - May 2020 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
OTHER SKILLS
Hand Drafting, 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 INTERSTATE APARTMENTS
01
Professional
TENINO ST. HOUSES
03
Professional
OREGON CONVENTION CENTER
05
Professional
TUALATIN VALLEY FIRE & RESCUE LOGISTICS SERVICE CENTER (LSC)
09
Professional
PDX NEXT - TCORE
11
Professional
VETERANS MEMORIAL COLISEUM REFRESH
15
Professional
PARKLET
17
Academic Project Design-Build M. Arch
OTHERS
19
INTEGRATION
INTERSTATE APARTMENTS with Open Concept Architecture 2020
1
SHEET SIZE : 24" x 36"
Y5
A
B
C
D
E
F
G
H
3
T.O. ELEV. ROOF 63' - 8" 1
T.O. STAIR ROOF 58' - 9 7/8"
2 2 5
2
A05.02 4
C-2
B2-2
C4
ELEV
XL 11 A00.03
B6S CORRIDOR
B1-2
UNIT B2 203
200
D-8
D-4 D-1
A
XM
D-2
B6S D-5
UNIT B1 202
A-6 D6S
A04.01 G
11
UNIT A 201
TYP.
A-4
0° 8.0
1
WINDOW PER SCHEDULE SIDEWALL FLASHING
E
18 GA. PREFINISHED SILL FLASHING W/HEMMED EDGE
20 A05.02
Y5
SIM 16 A05.02
G TYP.
0° .0 65
1
5
5
6
XP
2
HSS COLUMN - SEE STRUCTURAL FOR MORE INFORMATION
5 13
A05.01
6
16
18
5
5
5
XN
XM
XL
XP
2X4 WD-X CLADDING @ BENCH REFER TO PLAN
4 5 6 7
1' - 6"
(4) 16d EA. END TYP.
0' - 2"
FURRING AND GWB SOFFIT
1
RF2 ASSEMBLY
H
REFER TO A0.2
EXTEND PLANTER WOOD STRUCTURE TO TOP OF STRUCTURAL DECK FOR 10'-0" NORTH OF PARAPET WALL AT SIMILAR
12/2/2020 8:58:35 PM
TO DECK 48' - 8"
PLANTER DETAIL 1 1/2" = 1'-0"
8 9 10 11 12 13 14 16
INTERSTATE APARTMENTS
.0 0°
3' - 6"
97
1 2 3
2
TRASH AND RECYCLING RECEPTACLES PER OWNER ELECTRICAL VAULT PER PGE HUNTCO STIRRUP WALL MOUNTED BIKE RACKS, SECURELY ANCHORED WITH TAMPER RESISTANT HARDWARE. SPACE DIMENSIONS PER TABLE 266-7 OF 33.266.200 PORTLAND ZONING CODE. TENANT IMPROVEMENT UNDER SEPARATE PERMIT OUTLINE OF EXTERIOR WALL ABOVE SHOWN DASHED. OUTLINE OF PITCHED ROOF SHOWN DASHED. ELEVATOR MECHANICAL ROOM PER ELEVATOR 6 MANUFACTURER'S SPECIFICATIONS A05.01 DOMESTIC WATER 4" BOLLARDS 4 4 (2) STEPS 7'' MAX. RISE, 11'' MIN. RUN 2HR ACOUSTICAL SHAFT WALL AT ELECTRICAL, PLUMBING, AND MECHANICAL CHASE - SEE 11 MECHANICAL, PLUMBING A05.01 ACCESS CONTROL AND KNOX BOX GAS METERS - SEE CIVIL FIRE- DEPARTMENT EXTERIOR EAST ELEVATION CONNECTION 1/8" =CASEWORK 1'-0" AND AND STORAGE PER OWNER
RUPERT ENTERPRISES FOUR, LLC
1X4 WD-X CLADDING OVER PLY BACKER
4224 N INTERSTATE AVE PORTLAND, OR 97217
P.T. FRAMING
DIAGONAL BRACE @ 4'-0" O.C. MAX.
4 A04.00
DETAIL 1 @ PARAPET 1 1/2" = 1'-0"
XK T.O. ELEV. ROOF 63' - 8"
1
T.O. STAIR ROOF 58' - 9 7/8"
FLOORPLAN KEYNOTES
2x4 STUDS @ 16" O.C. TYP.
STEEL BEAM PER STRUCTURAL WITH INTUMESCENT PAINT TO MATCH ADJACENT FIRE RATING
1
2
3
3
A05.02
A05.03
TO DECK 48' - 8" TO ROOF 47' - 2"
8
PLANTER TO MATCH METAL PANEL TYPE 1 COLOR
CAGE
1
LEVEL 01 0' - 0"
CONTINUOUS WATER PROOFING MEMBRANE
15/32" SHEATHING NAILED w/ 10d @ 6" O.C. EDGE AND 12" O.C. FIELD TYP.
LEVEL 03 25' - 1"
A05.01
WOOD COLUMN - SEE STRUCTURAL FOR MORE INFORMATION
2x4 FLAT @ 24" O.C. MAX.
LEDGER PER STRUCTURAL
1
6
17
A05.01 A05.01
GREEN ROOF TRAY SYSTEM
G
LEVEL 04 36' - 2"
15
WIDTH - REFER TO PLAN
G
TO ROOF 47' - 2"
LEVEL 02 14' - 0"
A05.02
2
3
A05.06
4
LEVEL 02 14' - 0"
LOW ROOF AT WALL 1 1/2" = 1'-0"
2
2
1
XO
WALL ASSEMBLY TAG - SEE SHEET A0.3 FOR ASSEMBLY INFORMATION
SIM 17 A05.02
2
2 115.00° A05.06
F
5
2
DOOR TAG SEE SHEET A3.2 FOR SCHEDULE
XXXX
0' - 6"
SUPPORT FLASHING
2
NEW WALL - SEE SHEET A0.3 FOR ASSEMBLY INFORMATION EXTERIOR - WEST ELEVATION 1/8" = 1'-0" INDICATED SHEAR WALL LOCATION, SEE STRUCTURAL
1
GASKETED ATTACHMENT PER MANUF SCREW WITH SEALANT OVER TOP
5
1' - 6"
D
G
A-5
1
4
XO
2
2
5
2
WINDOW SEE SHEET A3.2 SCHEDULE
10
A04.01 18 A05.02
1 15
14
12 SEE ENLARGED PLANS FOR MORE INFORMATION. GRIDS ARE FOR REFERENCE ONLY, CONTRACTOR A05.02 TO SET CONTROL POINTS FOR LAYOUT. 3 SEE STRUCTURAL, MECHANICAL, AND PLUMBING FOR MORE INFORMATION SEE G0.5 SITE PLAN FOR ADDITIONAL SITE AND UTILITIES INFORMATION. SEE CIVIL FOR ADDITIONAL SITE, UTILITIES, AND GRADING INFORMATION. SEE 1/A2.0 FOR T.O. SLAB ELEVATIONS.
C. D. E. F.
UNIT D 205
C6S
C6S
A-3
2
101
A-2
2
A05.02
SHEET NOTES
XN
A-7 D6S
1
C
G TYP.
2
1
2
5
FLOOR PLAN LEGEND
D-6
A-1 17 A05.02
B
1
2
5
A05.02
D-7
D-3
D6S 16 A05.02
1
1
2
A. B.
4' - 0"
5 A06.00
D8S
D.
5
UP
B6S
3
14 A00.03
B1-1
H
1
2
5
1
5
1
11' - 0"
C-6 H1 TYP. U.N.O.
19 A05.02
2
5
2
A05.02
2 5
1
LEVEL 04 36' - 2"
1 2
11' - 1"
C-5
C.
STAIR 2
STAIR 1 11
DN
B4S
1
DIMENSIONS ARE TO F.O. FINISH UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE1 PRECEDENCE OVER SCALED DRAWINGS. ALL NEW WALLS TO BE PAINTED GWB; CEMENT BACKER BOARD WHERE 2 2 2 NOTED. 1 5 REFER G1.0 FOR GENERAL NOTES.
2
2 5
1
LEVEL 03 25' - 1"
2
2 5
11' - 1"
B4S B2-1
A. B.
2
2
1
5
1 3
LEVEL 02 14' - 0"
KEY PLAN REVISION LIST # 4
# 1
DATE ISSUE 1 08/25/20 Permit Revision #1
5 2
14' - 0"
C-1
C-4
200B
00°
UNIT C 204
200A
C-3
145.
2 A04.00
GENERAL NOTES
XK
10 0.0 0°
UP
C4 C6S
A04.00
DN
2
64' - 6"
DN
2
4224 N INTERSTATE AVE PORTLAND, OR 97217
1
2
RUPERT ENTERPRISES FOUR, LLC
12 A00.03
INTERSTATE APARTMENTS
H
1
2 A06.00
MAXIMUM HEIGHT ALLOWED = 70'-0" (PER OSSC 504.2)
10 A05.02
3 A04.00
LEVEL 01 0' - 0"
DATE : 09/17/20 DRAWN :
AH / XM
CHECKED :
JC / RH
2' - 6" 0' - 3"
2' - 0"
0' - 3"
PROJECT #: 19-206 WIDTH - REFER TO PLAN
CONTINUOUS WATERTO PROOFING WIDTH - REFER PLAN MEMBRANE 0' - 3"
GREEN ROOFPROOFING TRAY CONTINUOUS WATER MEMBRANE SYSTEM GREEN ROOF TRAY SYSTEM
LEVEL 02 1/8" = 1'-0"
15/32" SHEATHING NAILED w/ 10d @ 6" O.C. EDGE AND 12" O.C. FIELD TYP.
1X4 WD-X CLADDING OVER PLY PLANTER TO MATCH BACKER METAL PANEL TYPE 1 15/32" SHEATHING NAILED w/ COLOR 10d @ 6" O.C. EDGE AND 12" 2x4FIELD FLAT TYP. @ 24" O.C. MAX. O.C.
3' - 6"
2x4 STUDS @ 16" O.C. TYP. 15/32" SHEATHING 2X4 WD-X CLADDING NAILED @ BENCH w/ 10d @ 6" O.C. EDGE AND 12" O.C. FIELD REFER TYP. TO PLAN
P.T. FRAMING
LEVEL 2, 3 AND 4 PLAN
1X4 WD-X CLADDING OVER PLY BACKER
9
7.0
2X4 WD-X CLADDING @ BENCH
0°
97
.0 0°
REFER TO PLAN
2x4 STUDS @ 16" O.C. TYP.
3"
1
1"
2x4 STUDS @ 16" O.C. TYP. DIAGONAL BRACE @ 4'-0" O.C. MAX.
DIAGONAL BRACE @ 4'-0" O.C. MAX.
PLANTER DETAIL 1 1/2" = 1'-0"
WIDTH - REFER TO PLAN 0' - 3"
2' - 1 1/2"
2
0' - 2"
RUPERT ENTERPRISES FOUR, LLC
TO ROOF 47' - 2"
4224 N INTERSTATE AVE PORTLAND, OR 97217
(4) 16d EA. END TYP.
TO DECK 48' - 8"
INTERSTATE APARTMENTS
EXTEND PLANTER WOOD STRUCTURE TO TOP OF STRUCTURAL DECK FOR 10'-0" NORTH OF PARAPET WALL AT SIMILAR
PREFINISHED METAL COPING W/CLEATS SLOPE TO INSIDE
SURFACE FASTENERS AT BACK OF COPING
REFER TO A0.2
2"
TO DECK 48' - 8"
0' - 0 1/2"
1
WRAP ROOFING MEMBRANE OVER PARAPET
1' - 6"
(4) 16d EA. END TYP.
RF2 ASSEMBLY
1' - 6"
DIAGONAL BRACE @ 4'-0" O.C. MAX.
ANTER DETAIL 2 @ PARAPET 1/2" = 1'-0"
This project is located in N Portland with 15 Units for total. The first floor retail space is designed for supporting local business. Integrating local artist's work into the building with A02.02 Graffiti and Neon lighting along the edge of the canopy enhanced the design concept. Featured roof deck enhance the space as a attractive communal area for residents.
2' - 1 1/2"
2x4 FLAT @ 24" O.C. MAX.
3' - 6"
P.T. FRAMING
0' - 6"
2x4 FLAT @ 24" O.C. MAX.
PLANTER DETAIL @ PARAPET 1 1/2" = 1'-0"
ROOFING MEMBRANE O/GYP SHEATHING
2X6 STUDS METAL SIDING O/METAL FURRING
TO DECK 48' - 8"
1 1/2" ROCKWOOL
VAPOR PERMEABLE WRB/AIR BARRIER
SHEATHING
KEY PLAN REVISION LIST # # 1
DATE ISSUE 08/25/20 Permit Revision #1
Role in the Project Design Developement - Interior material package and renderings Construction Documents Permitting DATE : 09/17/20
BATT INSULATION (4) 16d EA. END TYP.
TO ROOF 47' - 2"
DRAWN :
AH / XM
CHECKED :
JC / RH
PROJECT #: 19-206
A05.03 EXTERIOR DETAILS
2
SHEET SIZE : 11" x 17"
CLIENT'S VISION
TENINO ST. HOUSES with Open Concept Architecture 2020
GRAPHIC LEGEND PERGO CARPET
D
SMOKE DETECTOR
2
C
1
B
A3.02A
A
A3.02A
66' - 1 1/2" 34' - 10 1/2"
31' - 3"
3' - 10 5/8" 3' - 4 5/8"
5' - 6"
7' - 1 5/8"
6' - 1"
24' - 2 5/8" 5' - 8 1/2"
3 A1.04A
2 A1.04A
9' - 4"
3
2' - 3"
10' - 3 1/8"
3' - 2"
Role in the Project
DN
HALL 64 SF 5' - 6"
D 7' - 6 3/8"
3' - 5"
D
15
1
3' - 5 1/4"
2' - 1"
1
4' - 5 1/2"
3' - 7 3/4"
16 SF
36 SF 13
3' - 5"
5' - 9 1/4"
17
CLO
A3.03A
A6.03A 14
16
6' - 11 3/4"
A3.01A
190 SF
11' - 7 3/4"
MAIN BED 1
72 SF
6' - 6 1/4"
STORAGE
5' - 9 1/4" 3' - 5 1/2"
ELECTRIC FIREPLACE
MAIN BATH
1' - 9 1/2"
2
15' - 0"
13' - 2 3/4"
LIVING/KITCHEN 415 SF D 11' - 0 1/2"
2 10' - 6 1/4"
5' - 2 3/4"
Design Developement - Interior material study and renderings - Revit model upgrade for Visual Reality presentation Permitting
SHEET SIZE : 11" x 17"
SHEET SIZE : 11" x 17"
3x3x1/8" PLATE WASHER RECESSED INTO BLOCKING
C
A
1
SCISSOR TRUSS DESIGNED BY MANUFACTERER
(2) A35 FROM BLOCKING TO STUD, EACH END OF BLOCK
BAFFLES AT SOFFIT VENTS TO ALLOW AIRFLOW, TYP.
INSTALL 6x6 BLOCKING AT EYEBLT CONNECTIONS AT EACH END METAL COVER PLATE PAINTED TO MATCH CANOPY I-BOLTS WITH SHOULDER (THROUGH): GALVANIZED STEEL 6" LONG SHAFT W/ 1 1/4" DIAMETER EYE MACMASTER-CARR PART #3018T38
ROOF 18' - 0"
CLEVIS END FITTING: GALVANIZED STEEL W/ 1 1/8" CLEVIS PIN DIAMETER MACMASTER-CARR #3001T522
10d's @ 4" O.C. INTO BLOCKING BACK TO BACK DTT2Z HOLDOWN ANCHORS
R-38 BLOWN-IN INSULATION OR THERMAL BATT
1 1-4"-7 GALVANIZED STEEL THREADED ROD
ATTACH STUDS TO WALL PLATE WITH (2)A35 EACH SIDE, BOTH SIDES OF HANGER ATTACHMENTS BLOCK SOLID BETWEEN JOIST AT ENTRY ROOF WATER PROOFING
FIREPLACE ENCLOSURE
TURNBUCKLE FOR LIFTING: GALVANIZED STEEL 2ND FLOOR MACMASTER-CARR PART #30045T62 9' - 0"
CLEVIS END FITTING: GALVANIZED STEEL W/ 1 1/8" CLEVIS PIN DIAMETER MACMASTER-CARR #3001T522
2ND FLOOR 9' - 0"
R-21 KRAFT FACED 5 1/2" THERMAL BATT INSULATION W/ ADVANCED WALL FRAMING
I-BOLTS WITH SHOULDER (THROUGH): GALVANIZED STEEL 6" LONG SHAFT W/ 1 1/4" DIAMETER EYE MACMASTER-CARR PART #3018T38
HUC46 HANGER
0' - 8"
3.5'' MIN
CS20 STRAP BETWEEN BLOCKS
1x T&G CEDAR SOFFIT WITH CLEAR OIL FINISH
(2) BAYS OF BLOCKING
INSTALL 2x6 LEDGER W/ (2)1/4"X3" SDS SCREW @ 24" O.C. OVER SHEATHING, TERMINATE BATTENS AT ROOF
2ND FLOOR 9' - 0"
R-38 UNFACED THERMAL BATT INSULATION AT FLOORS
4 6
FIREPLACE ENCLOSURE
R-10 RIGID INSULATION
3x3x1/8" PLATE WASHER RECESSED INTO PERIMETER SUPPORT
1 A5.01A SIM.
1ST FLOOR 0' - 0"
1ST FLOOR 0' - 0"
24 GAUGE FLASHING W/ HEMMED DRIP EDGE ON SELF-ADHERED MEMBRANE
B.O. FOOTINGS -1' - 7 1/2"2x6 JOISTS, 12" O.C.
B.O. FOOTINGS -1' - 7 1/2"
4X6 BEAM, EA. END
WALL SECTION 1 1 1/2" = 1'-0"
:33 PM
:36:35 PM
DETAIL - CANOPY 1 1 1/2" = 1'-0"
TENINO ST. HOUSES 4402 SE TENINO ST.
2
TENINO ST. HOUSES
REVISION LIST #
DATE
ISSUE
#
DATE :
10/28/20
DRAWN :
XM
WALL SECTION 2 1/2" = 1'-0"
A5.05A
REVISION LIST
#
DATE
ISSUE
#
DATE :
10/28/20
A3.03A
4
ORGANIC AND ICONIC
OREGON CONVENTION CENTER with Merryman Barnes Architects 2018 - 2020
FLOOR PLAN
5
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
6 A1.2
INFILL WALL @ NEW CEILING 3'' = 1'-0''
W2 FRP CAP
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
COMPRESSED MINERAL FIBER TO FILL VOID
METRO / OREGON CONVENTION CENTER
8" STEEL CHANNEL @ 16" O.C.
C2
ORBIT CAFE KITCHEN MODIFICATIO
BOLT CHANNEL SECURELY INTO STUDS OF 2 HR. WALL
ALIGN NEW WALL w/ FACE OF EXISTING DIAGONAL BRACING ON EXHIBIT SIDE
FRP - TYP.
EXIST. CONSTRUCTION P R O J E C T N O.
18-0331.3
ISSUE DATE
07.22.2019
REVISIONS
ALIGN NEW WALL w/ FACE OF EXISTING DIAGONAL BRACING ON EXHIBIT SIDE
W2
NEW GYP.BD. - RECESSED IN-FILL WALL PAINT
SHEET
600T125-30 TOP & BOTT.
FRP CAP
600S125-30 EA. SIDE
MAKE-UP AIR GRILLES SEE MECH.
#10 SMS @ 12'' O.C. - TYP.
W2
7
2 LAYERS 5/8'' TYPE 'X' GYP. BD. EA. SIDE (TYP.) GA FILE NO. 1522
INFILL WALL @ EXIST. DIAGONAL BRACING
Scope - Orbit Cafe Renovatoion 1'-0'' A1.2 3'' = 1
EXIST. CONSTRUCTION TO REMAIN
PERMIT SET
W2
NEW RUBBER BASE TO MATCH EXIST.
NEW RUBBER BASE TO MATCH EXIST.
EXIST. CONSTRUCTION
© MERRYMAN BARNES ARCHITECTS, INC.
Role in the Project Conceptual Design
- Plan options Schematic Design - Layout refine & Rendering Design Development Construction Documents
1 A1.2
EXHIBIT HALL 'A' - ELEVATION 1/4" = 1'-0"
6
EXHIBIT HALL
CONFERENCE AREA
ALL USER BATHROOM
E 00
KITCHEN
B 00
30
C
30
CONFERENCE ROOM
00
CLS.
30
SERVING/EATING AREA
LOUNGE
24" UNDER COUNTER REF.
ENTRY
SERVICE ENTRY D
30
00
00
A
30
OPEN TO BELOW
Scope 2 - VIP B Lounge Role in the Project Conceptual Design
7
- Plan options Schematic Design - Layout refine & Rendering
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.
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
T
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
SEE 13 / A500 F
a
TA-13A
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
EXIST. ADA DOOR ACTUATOR
TA-5A(L)
e
1
EQ
CT-1
TA-8A
TOILET PTN
TA-11A
ADD-1
TA-13A
TA-9
SSM-3
ADD-1
OPEN TO BEYOND
1'-0"
OPEN TO BEYOND
S
3042 MEN & 3043 WOMEN & 3043A G.N., NORTH BALLROOM - RCP
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)
SSM-3
4'-8"
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
1'-0 1/2"
OS
f
g TA-5B(R) WCO
3042 MEN INTERIOR ELEVATIONS
2'-0"
S
TOILET PTN
4'-11 1/4"
WOMEN 3043
WCO
8
3'-
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
9
- 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.
SEE PLAN
ALUM. STOREFRONT W/ 1'' INSUL. GLAZING - PROVIDE COMPASATING CHANNEL
WRB
DS
DS
EE3
S.A.M.
1
2 LAYERS 1.8'' THICK HORIZ. DRAINABLE BATTENS @ 16''POLYISO O.C. / R 20.6
3
P T
RETARDER
5"
3
22 GA. PRE-FIN. MTL. FLASHING - COLOR TO MATCH COATED METAL FLASHING
P T
EE9
2
CONC. WALL TIE SEE STRUCT.
3"
2
6
℄ STUD
8 6
2
EXIST. CONC. PANEL
EE3
LINE OF CANOPY ABOVE
GASKET CLOSURE PER MANUF.
FLEET TRUCK BAYS 149
EE3
2 DETAIL-JAMB @CLERESTORY2 A-800 3" = 1'-0" EE6 NOTE: SEE DET. 4 / A804 FOR ADD'L INFO.
R1
8 SLOPE 1/4"/FT
A-803
F.2
E BILCO SINGLE LEAF ROOF
SCUTTLE TYPE NB SIZE 2'-6" x 4'-6"
2
DOOR DIM.
EE3
HIGH STRENGTH NON-SHRINK GROUT
7
14'-0" OVERHEAD DOOR ASSEMBLY
SEALANT & BACKER ROD
A-802
EE1
PTD BREAK METAL COLUMN COVER
A.821
SET IN CONT. BED OF SEALANT
7
TPO ROOF MEMBRANE BONDED W/ ADHESIVE
SEE PLAN
OVERHEAD DOOR
7
1/2" PTD STL
4
1
D
R2A
P
R-1
HOT AIR WELD MIN 1 1/2" W2
CUT-EDGE SEALANT
T
P
T
TYP - SEE STRUCT.
SSTL CLAMPING RING METAL COLLAR
4
P T
TRENCH DRAIN SEE CIVIL
SEE STRCT
SLOPE 1/8"/FT
10' - 0"
12
2 LAYERS 1.8" THICK POLYISO INSULATION R 20.6
7.2
PRESSURE TREATED WD BLKG
6 1
1
4.6
4 3.9
3
3.4 R1
2.8
1 A-804
5
F
2.2
EXTEND UP FULL HT LINE OF EXIST. CONC. TILT-UP OFBEYOND CURB - TYP. WALL
3 A-801
1.4
F.2
1
T
18' - 0"
GYP. BD. FRP
8' - 0"
1 A-810
3 A-600
SECTION @ FLUIDS ROOM 1/4" = 1'-0"
2 A-803
PILASTER BELOW
P
1
F.5
SHIPPING / RECEIVING 105
F.5
LOADING DOCK 100
SEE STRCT
BREAK METAL TRIM
T.O. (E) SLAB 0' - 0"
SEE STRCT
1/2" PT PLYWOOD
T.O. (E) SLAB 0' - 0"
1/2" PT PLYWOOD
DRAINAGE PIPE
T.O. TIRE RACK SLAB -4' - 0"
6 METAL SIDING @ 7.1, BELOW A-802 1 1/2" = 1'-0"
SECTION @ LOADING DOCK STAIR 1/4" = 1'-0"
3 TOP A-802 1 1/2
7.1
1
11 A-811
MTL SIDING 2X6 @ 16" OC WALL PWD SHEATHING PER STRUC.
R-1
ISSUE DATE
03.23.2020 PLAN REVIEW / CORD.
A-500
EXIST. ROOF STRCT.
B
A
4 A-804
14'-0" AFF @ TRUCK WA
10'-0" AFF @ TIRE RACK BREAK METAL TRIM
EE6
SEALANT
F.4
2HR SEE PLAN
SEE STRC
9 A-803
AC PAVING - SEE CIVIL
5 A-600
4 HSS A-802 1 1/2
SEE PLAN
EXTERIOR DETAILS EE5
EE5
EE5
A-800
DS
© MERRYMAN BARNES ARCHITECTS, INC.
EE4
FLUIDS RM 135
PARTS COUNTER & OFFICE 136
2 A-810
FIBERGLASS FLOOR GRATE SYSTEM. SEE DETAILS.
23' - 0"
1 A-810
3 A-600
SECTION @ FLUIDS ROOM 1/4" = 1'-0"
1'-0" X 1'-0" STL COL PER STRUC.
T.O. (E) SLAB 0' - 0" T.O. TIRE RACK EE9 SLAB 7 METAL SIDING @ 7.1 ABOVE -4' - 0" A-802 1 1/2" = 1'-0" T.O. (E) SLAB DS
0' - 0" DEPRESSED SLAB -1' - 9"
02
F.3
1'-0" X 1'-0" STL COLUMN W/ ROOFTOP CONDENSINGBASE UNIT.PLATE, PER STRUC. SEE MECH. T/ RIDGE
E E E E E
7.1 3 A-803
MTL TRIM BY MTL SIDING MFR
8 METAL SIDING @ CORNER A-802 1 1/2" = 1'-0"
3 312-06-19
02
F.3
R2
12
AC PAVING PER CIVIL SLOPE
F.2
CONSTRUCTION SET
EXIST. ROOF STRUCTURE / PROVIDE STRCT SUPPORT DS FOR OPENING.
T.O. (E) SLAB 0' - 0"
2
EE5
VAPOR RETARDER -
4
2 ROOF EXHAUST FAN A-804 10 1 1/2"SHED = 1'-0"ROOF TO WALL @ 2GRID SECTION 7.1 @ STOREFRONT CANOPY A-600 1/4" = 1'-0" A-802 1 1/2" = 1'-0"
5
5.9
EE13
SECTION @ STOREFRONT CANOPY 1/4" = 1'-0"
6 A-803
SHEET
1
W7
1/4" = 1'-0"
7.1 7
EE8
1/2" COVER BOARD
2 LAYERS 1.8" THICK POLYISO
OPEN OFFICE 128
DRAINAGE PIPE
A-600
1/2" COVER BOARD
10' - 0"
TPO ROOF MEMBRANE
A-801 1/2" PTD STL CANOPY - SEE STRCT
10' - 0"
HANGERS PER STRUCT.
5 ROOF HATCH DETAIL @ R1 ROOFING SYSTEM A-804 1" = 1'-0" 1 SECTION @ TRUCK WASH
TPO ROOF MEMBRANE
3 DETAIL - SILL @ CLERESTORY DS A-800 A-802 3"5 = 1'-0" GLB BEYOND,
SLOPE
C
1/2"INSULATION PTD STL VERTICAL FIN SHOP WELDED TO R 20.6 CANOPY. MAX 36" OC - SEE STRCT
A-804
F
T.O. (E) SLAB 0' - 0"
REVISIONS
CUT-EDGE SEALANT
2
NOTE: SEE DET. 3 / G104 FOR ADD'L INFO.
3 WEST ELEVATION HOT AIR WELD - MIN. 1 1/2'' A-400 1/16" = 1'-0" CUT-EDGE SEALANT THERMOPLASTIC SPLIT PIPE-SEAL
CONC. SLAB SEE STRCT
SLOPE
4' - 0"
DS
VAPOR RETARDER - EXTEND UP FULL HT OF CURB
RAIN HOOD WATER CUT-OFF MASTIC
4' - 0"
TRUCK WASH 112
9 A-803 SIM
3' - 0"
DS
DS
E E
FIBERGLASS F GRATE SYSTEM DETAILS.
T/ RIDGE 26' - 8"
16-1202
24 GA. PRE-FIN. METAL - ON H.T. S.A.M. ON 3/4'' PWD. 1'-0" TYP SEAL ALL MTL. SEAMS
HOT AIR WELD3- MIN. 1 1/2''
3
1'-0" X 1'-0" STL COLUMN NELSON STUD,
4 A-802
SLOPE
R1
P R O J E C T N O.
SEALANT
GASKET CLOSURE 1/4'' /MANUF FT SLOPE PER APPLICABLE BONDING ADHESIVE 4
4
A-500
A-804 6'-0" @ OVERHEAD DOOR
14' - 0"
13 A-802
WOOD
6 DETAIL - JAMB 3 @ OVERHEAD DOOR SHOP 110 A-800 3" = 1'-0"
SEE STRCT
ROOF EXHAUST FAN
METAL SIDING S.A.M.
3X12 @ 16" OC
1/2" COVER BOARD 12 GA. PTD1.8" STLTHICK POLYISO 2 LAYERS PLATE INSULATION R 20.6
SSTL CLAMPING RING
CONC. PAVING SEE CIVIL
SLOPE
F
LIQUID SEALANT
SEALANT
GASKETED FASTENER
SECTION @ OVERHEAD DOOR CANOPY 1/4" = 1'-0" FOIL-FACED
LINE OF CANOPY ABOVE
AND ASSOCIATED 12 PARTS A-802
ROOF
HOT PIPE
6
END DAMS & HEMMED EDGE
CARLISLE HP TERM BAR PLATE - SEE STRUCT. NAIL-IN 6" OC FASTENING
HSS STL BEAM, PER STRUC.
SEALANT & BACKER ROD
F
F.1
PLASTIC VENT STRIP W/ INSECT SCREEN
REINFORCEMENT RCT PRE-FIN. MTL. FLASH'G
1"
R2
4'' TYP.
F.4 F.3
6
2
SEALANT
3 A-802
12 GA. PTD STL PLATE
HSS 6X6 COLUMN SEE STRUCT.
F.5
2
HIGH-TEMP. S.A.M. CARLISLE WIP 300 HT OR APPROVED EQ
A
1'-0" X 1'-0" STL 01 COLUMN BEYOND
2 1/2"
7 A-804
4 A-600
SEALANT & BACKING ROD EA. SIDE - TYP.
DOOR
GE SEALANT
7.2
MIN. TYP.
HOLLOW METAL EXTERIOR DOOR FRAME
WRB
7.1 DOOR
-WELD 1-1/2" MIN. D FASTENER PL.
P
22 GA. PRE-FIN. MTL. FLASHING - COLOR TO MATCH COATED METAL SLOPE 1/4":1'-0"
P T
1 A-804
FLUIDS RM 135
AC PAVING PER CIVIL
DS
3
NOTE: SEE DET. 3 / G104 FOR ROOF ASSEMBLY 1 RAKE / FACIA A-804 1 1/2"9 = 1'-0" TOP PLATE @ GRID 7.1 ALUMINUM SILL A-802 1 1/2" = 1'-0" FLASHING W/
DIM.8''
7
CLOSED CELL SPRAY FOAM INSUL.
FOIL-FACED S.A.M.
EE3
24 GA. PRE-FIN. COATED METAL - WHITE 3 A-800
8
EE3
7
DIM.
AMPING RING.
3
7.2
R2
1 A-800
P T
3
CONC. WALL TIE SEE STRUCT.
ALUM. STOREFRONT SYSTEM
LIT PIPE - SEAL
S.A.M.
P T
PER STRUC.
EE5
3
CUT-OFF
DBL 3X12 W/ 1/2" PWD SPACER
SEALANT & BACKER ROD
AN FALL CTION CB-12 ANCHOR
7.1
12 6
7
5 DETAIL - JAMB 2 @ OVERHEAD DOOR SOUTH 4 ELEVATION EAVE / GUTTER A-800 3" = 1'-0" A-804 1 1/2" = 1'-0" 1/16" = 1'-0"
SEE PLAN
P T
EXIST. CONC. TILT-UP WALL
0' - 6 1/4"
DOOR DIM.
1
3 7.1
7
CUT-EDGE SEALANT
SEALANT
12 GA. PTD STL SEALANT PLATE
FOIL-FACED S.A.M.
8 8
2
SEE PLAN
SEALANT & GASKETED BACKER ROD
EAM PER STRCT
2 A-400
2
6
FASTENER
OVERHEAD DOOR ASSEMBLY
OLUMN PER STRCT
EE DET. 3SLOPE / G104 D'L INFO.
6
2
EE2 HIGH-TEMP. S.A.M. - CARLISLE WIP 300 HT OR APPROVED EQ
6
2
SEALANT A-804 & BACKER ROD
1 A-501
SEE 1CONSTR. / A803 EXIST.
EXIST. CONC. TILT-UP WALL
LIQUID SEALANT
EAM, TYP.
5
VAPOR RETARDER
20 GA. PRE-FIN. GUTTER COLOR TO MATCH COATED EE1 MTL. FLASHING - PROVIDE STRAP SUPPORTS @ 30'' O.C.
12
CLOSED CELL SPRAY FOAM INSUL.
6
2 LAYERS 1.8'' THICK POLYISO / R 20.6
EQ
SEE PLAN
4
1"
EQ
CLOSED
#10 x 5 1/2'' LONG WOOD CELL SPRAY SCREW @ 12'' O.C. FOAM INSUL.
6
2" L AP
2
EXIST. CONSTR.
ST & HANGER T
3
8
0' - 1"
24 GA., PRE-FIN. MTL SIDING & TRIM VAPOR
8
2
2
2
HOT AIR WELD - MIN. 1 1/2''
0' - 4" 4
ROOF SLOPE
SEALANT & BACKER ROD
1/2'' COVER BD
4 1/ 2"
2
RUSS STRIP FOIL-FACED
0' - 3"
1/2'' COVER BD
R1
0' - 1"
0' - 4"
ROOF SLOPE
SEE DET. 1/A-803
WRB
12 GA PTD STL PLATE
7
TPO ROOF MEMBRANE
CUT-EDGE SEALANT 24 GA. PRE-FIN. COATED METAL - WHITE
3 A-801
T.O. (E) SLAB 0' - 0"
DS
STL CANOPY BELOW
STOREFRONT SYSTEM
HOT AIR WELD - MIN. 1 1/2''
TPO ROOF MEMBRANE
CONT SEISMIC JOINT EJ-EEJ-400/400W
DS
2 A-600 FOIL-FACED S.A.M.
0' - 2"
'' LONG WOOD 12'' O.C.
SLOPE
7
7 #10 x 8'' LONG WD. SCREWS @ 12'' O.C. - STAGGER W/ LAG SCREWS - CENTER IN 2x FLAT
SLOPE 1/8"/FT
OPEN OFFICE 128
SECTION @ TRUCK WASH
1 DETAIL - HEAD @ CLERESTORY A-600 1/4" = 1'-0" A-800 3" = 1'-0"
1/4'' x 8'' LONG LAG SCREWS @ 12'' O.C. - COORD. W/ EXIST. P.T. SILL BOLTS
5 A-802
EE4
6"
E SEALANT
E-FIN. COATED RID WHITE
WELD PER EC.
1
7" VERIFY
DRAINAGE PIPE
EE6
DETAIL - JAMB 1 @ OVERHEAD DOOR
EAST ELEVATION A-800 3" = 1'-0" 1/16" = 1'-0"
12 GA PTD STL. PLATE
FOIL-FACED S.A.M.
DS
TRENCH DRAIN SEE CIVIL
E E E E E E
EE3
SEALANT & BACKER ROD
CONC. SLAB SEE STRCT
SLOPE
EE5
TRUCK WASH 112
1/2" TYP.
VERIFY
EE4
± 20' -25'
4
1 A-400
EE4
3"
K
SEE PLAN
EE5
ISTICS SERVICE CENTER (LSC)
LIQUID SEALANT
1 1/2"
1 A-801
R IMPROVEMENTS PACKAGE TUALATIN, OR 97062
SEALANT & BACKER ROD
F.5
GYP. BD.
℄STUD
9 A-803 SIM
F.4
0'-1 1/2"
FRP
PRE-FIN. MTL SIDING & TRIM
8
EXIST. CONC. TILT-UP WALL
EE2
13 A-802
WOOD SHOP 110
4 A-802
8' - 0"
2"
CLOSED CELL SPRAY FOAM EE2INSUL.
FLASHING HEIGHT MIN
2"
EE5
SEALANT & BACKER ROD
1/2"
8
2
WELD - MIN. 1 1/2''
EXPOSED FASTENERS @ 12'' O.C. VERTICALLY
2" VERIFY
8
2
F.2
EE5 0'-2 3/256"
1"
2
F.1
10' - 0"
SEE PLAN
4' - 10"
A-800
PLASTIC VENT STRIP W/ EE11 INSECT SCREEN
WRB
A-804
2 A-501
F
E.2
0'-1 9/16"
12' - 0"
1/2"
E.1
2
A.821
W2
0' - 6 3/4"
12 GA. PTD STL PLATE
HEADER SEE STRUCT.
2
PRE-FIN. MTL. SIDING & TRIM
EE5
E
EE1
10' - 0"
EE5
DIM.
DOOR
FOIL-FACED S.A.M.
EE5
TYP.
INTERIOR & EXTERIOR IMPROVEMENTS PACKAGE 9991 SW AVERY ST, TUALATIN, OR 97062
EE6
3
INTERIOR & EXTERIOR IMPROVEMENTS PACKAGE 9991 SW AVERY ST, TUALATIN, OR 97062
EE5
4
TVF&R LOGISTICS SERVICE CENTER (LSC) TVF&R LOGISTICS SERVICE CENTER (LSC)
2" - VERIFY
FOIL-FACED S.A.M.
1 A-600
D
EE7 SEE PLAN
LIQUID SEALANT
1 A-500
4' - 0"
C
LINE OF
EE2 CANOPY ABOVE
7
3' - 0"
B
OVERHEAD DOOR ASSEMBLY
2 A-600
14' - 0"
A
3 A-500
4 A-804
14' - 0"
7
4"
4 A-600
0' - 3"
7
F
10
ABSTRACT TO CONCRETE
TCORE - PDX NEXT Portland International Airport Renovation with ZGF 2016
PHASE 1
Role in the Project
11
Schematic Design - physical model making for improving design idea, including space, programming, ceiling structure study, etc
PHASE 2
PHASE 3
PHASE 4
1212
PHASE 5
Use the section model to study the programming or activities happening in / outside of the international airport.
13
13
29 1414
PAST TO FUTURE
VETERANS MEMORIAL COLISEUM REFRESH with Merryman Barnes Architects 2017
Role in the Project Conceptual Design
15
- 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.
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
18 18
OTHER WORKS
MODEL MAKING
FIRE PAVILION 19
20 20
MEMORY BOX 21
22
SKETCH & PAINTING HY
23
24
PHOTOGRAPHY
25
2626
27
