ARCHITECTURE PORTFOLIO _ SELECTED WORK EDUARDO GANDARA
CONTENTS
PROJECTS
I
PAGES
PROJECT TYPE
The Westin Anaheim Resort | Anabella Hotel
1-2
Ground Up
Rancho Palmar Residence
3-4
Ground Up
Sacramento Public Library
5-6
Design Concept
BofA Tustin Legacy
7-8
Ground Up
Logix Tarzana
9
TI
Logix Empire Center
10
TI
BofA SanJuan Capistrano
11
Minor Renovation
Selma - Emergency Department
12
TI
Renderings
13 - 14
Ground Up
International Project
15 - 16
Ground Up
Residential Design
17 - 18
Major Renovation
Design Award Competition
19 - 20
Competition
Thesis
21 - 22
School
THE WESTIN ANAHEIM RESORT | ANABELLA HOTEL
GROUND LEVEL FLOOR PLAN
NORTH PODIUM - ENLARGED ELEVATION
01
QQC-1L(Y) 7005
QQC-1R 7007
KC-1L 7009
L.L.
EGRESS CORRIDOR 7000
K-6L 7004
K-11R 7006
K-11L 7008
K-11R 7010
K-1L(Y) 7109
MECHANICAL ROOM 7101
L.L.
ELECT. /TEL. 7017
MECHANICAL ROOM 7013
QQ-1R 7111
QQ-1L 7113
QQC-1R 7115
KC-6EL 7117
K-6ER 7119
ES-1L(Y) 7121
KC-6EL 7120
QQC-2R 7122
EGRESS CORRIDOR 7000.4
L.L.
HOUSE KEEPING 7015
K-11L 7012
HOUSE KEEPING 7103
L.L.
K-7R 7002
QQ-3R 7011
L.L.
K-1R ELECT. ROOM 7110 7105
QQ-3L 7112
QQ-3R 7114
QQ-3L 7116
K-7ER 7118
L.L. L.L.
KC-6ER 7003
L.L.
K-7EL 7001
L.L.
K-3L 7124
QQ-3L 7100 L.L.
QQ-3R 7022
EXECUTIVE SUITE KING
ESC-1R 7023
ESC-1L 7097
QQ-1R 7098
QQ-1R(X) 7026
QQC-1L(Y) 7025
QQC-1R 7095
QQ-1L(Y) 7096
KC-1L 7028
QQC-1R 7027
QQ-3L 7093
ESC-1L 7029
QQ-3R 7091
SUITE UTILITIES/ BOH
QQC-1R 7030
KC-1R 7094
EGRESS CORRIDOR 7000.3
DOUBLE QUEEN
QQ-2L 7024
EGRESS CORRIDOR 7000.1
ROOM LEGEND
QQC-1L 7092
QQC-2R 7090
QQ-3L 7089
QQ-3L 7032
S-6R(Y) 7034
S-6R 7087
S-1L 7033
ELEVATOR LOBBY 7EL2
QQ-3R 7036
S-7R(X) 7049
ESC-1R(X) 7053
QQC-1L 7055
KC-1R 7057
QQC-1L(X) 7059
KC-1R 7061
QQC-1L 7063
QQ-3R 7065
ESC-1R 7069
SC-1L 7071
STORAGE 7037 ICE 7039
K-1L 7086
QQ-3R 7084
ICE 7079
ELECT. /TEL. 7041
L.L.
L.L.
EGRESS CORRIDOR 7000.2
L.L.
L.L.
S-8R 7040
QQ-2L 7042
QQ-1R 7044
QQC-1L 7046
SC-1R 7048
QQ-3R 7052
QQ-1L 7054
K-1ER 7056
TYPICAL LEVEL 2 - 8 FLOOR PLAN
NORTH ELEVATION
02
QQC-1EL 7058
QQC-1ER 7060
QQC-1EL 7062
QQC-1ER 7064
KC-1EL 7066
QQC-2R 7068
QQC-1L 7070
KC-8R(X) 7072
SERVIC ELEVATOR LOBBY 7EL3
QQ-1R 7076
01.017.2019 - CONSTRUCTION PROGRESS
SC-1L 7088
HOUSE KEEPING 7077
L.L.
L.L.
K-1L 7038
ELEVATOR ELECT. /TEL. LOBBY 7EL1 7073
QQ-2L 7078
QQ-1R 7080
S-9L 7082
PROJECT ROLE: Construction Documents Project Coordination Construction Administration Project Submittals RFI’s Site Observations / Punch List Project Closeout
RANCHO PALMAR RESIDENCE
DANIELLAS'S ROOM
WALK-IN CLOSET
109
DOUBLE OVEN
110
CLOSET 112
LIVING ROOM
KITCHEN 117
114
REF.
LINEAR RESIDENIAL GAS FIREPLACE
BATHROOM
HALLWAY
108
107
POWDER ROOM
ENTRY 113
106
FAMILY ROOM 115
DINING ROOM 118
POWDER ROOM 119
ISABELLA'S ROOM 105
FOYER WALK-IN CLOSET ALIGN
104
UP
CLOSET
BATHROOM
103
102
LINE OF WALL ABOVE
WALK-IN CLOSET
MASTER BATH
LINE OF MEZZANINE ABOVE
120
101
GAME ROOM
LINE OF SOFFIT ABOVE
WALK-IN CLOSET
LINE OF BALCONY ABOVE
121
100
MASTER ROOM 122 LINEAR RESIDENIAL GAS FIREPLACE
ENTRY
FLOOR PLAN
03
WINDOW W/ DUAL PANE GLAZING
STUCCO
B
12 STUCCO 10' - 0" MIN.
12
5
OPEN TO BEYOND
10' - 0" MIN.
12
CULTURES STONE VENEER
STUCCO CLAY ROOF TILE "CLASS A"
19' - 10"
T.O. ROOF 12
4
17' - 5"
5
3' - 6"
A
5" / 12"
T.O. ROOF
MEZZANINE 10' - 0"
14' - 11"
4 B.O. CEILING 12' - 0" 4" / 12"
2' - 0".
A
4" / 12"
4" / 12"
5" / 12"
2' - 0"
4" / 12"
4" / 12"
GROUND LEVEL 0' - 0"
4" / 12"
2' - 0"
2' - 0"
2' - 0" STUCCO
GFRC
A CULTURES STONE VENEER
5" / 12"
5" / 12"
3' - 6"
C CULTURES STONE VENEER
2' - 0"
CULTURES STONE VENEER
CULTURES STONE VENEER
B 3' - 0"
SOUTH ELEVATION
GFRC
CULTURES STONE VENEER
SOUTH ELEVATION GROUND LEVEL 0' - 0"
STUCCO
10' - 6"
WINDOW W/ DUAL PANE GLAZING
2' - 0"
GROUND LEVEL 0' - 0"
2' - 0"
GFRC
2' - 0"
MAX.
CULTURES STONE VENEER
1
12
129
3' - 6"
W/ B.O.WINDOW CEILING 11' -DUAL 6" PANE GLAZING MEZZANINE 10' - 0" GFRC
12
ALUM. GUARDRAIL
B
STUCCO
4" / 12"
ALUM. GUARDRAIL
5" / 12"
MAX.
5
B.O. CEILING 11' - 6"
12' - 6"
2' - 0".
4" / 12"
T.O. ROOF
OPEN TO BEYOND
B.O. MAZZANINE CEILING 18' - 6"
B.O. CEILING 11' - 0"
B.O. MAZZANINE CEILING 18' - 6"
STUCCO
4" / 12"
OPEN TO BEYOND
GROUND LEVEL 0' - 0"
4" / 12"
CLAY ROOF TILE "CLASS A"
CLAY ROOF TILE "CLASS A"
4 T.O. ROOF 23' - 5"
12
MIN.
12
5
2' - 0"
23' - 5"
MIN.
19' - 10" T.O. ROOF 18' - 6" T.O. ROOF
2' - 0"
T.O. ROOF
T.O. ROOF 23' - 5" 4
5" / 12"
2' - 0"
2' - 0"
CULTURES STONE VENEER
A 2' - 0"
A
4' - 0"
A
2' - 0"
A
5" / 12"
5" / 12"
GFRC
T.O. ROOF 23' - 5"
5" / 12"
CLAY ROOF TILE "CLASS A"
12
TOP OF ROOF 18' - 6" 4
TOP OF ROOF 17' - 10" CLAY ROOF TILE "CLASS A"
T.O. ROOF 12
14' - 11"
ALUM. GUARDRAIL B.O. CEILING
5
12' - 0"
B.O. CEILING 11' - 0"
MEZZANINE 10' - 0" STUCCO
WINDOW W/ DUAL PANE GLAZING STUCCO
1 DD-300
ROOF PLAN 1/4" = 1'-0"
STUCCO
STUCCO
117a A
E
GROUND LEVEL 0' - 0"
IN PROGRESS
2' - 0"
111a
GFRC
GROUND LEVEL 0' - 0"
GFRC
NORTH ELEVATION
12
CLAY ROOF TILE "CLASS A" 12 5
T.O. ROOF
12
19' - 10"
MIN.
2' - 0"
10' - 0" MIN.
T.O. ROOF 23' - 5"
5
4
T.O. ROOF 17' - 10"
5
12
12
CLAY ROOF TILE "CLASS A" 12 5
T.O. ROOF
12
19' - 10"
5
12
10' - 6"
A MAX.
12
CULTURES STONE VENEER
MIN.
T.O. ROOF
MIN.
14' - 11"
B.O. CEILING 12' - 0"
10' - 6"
A
3' - 6"
2' - 0"
CULTURES STONE VENEER
TOP OF ROOF 19' - 10" TOP OF ROOF 18' - 6"
12 GFRC 4
TOP OF ROOF 17' - 10" CLAY ROOF TILE "CLASS A"
12
5 TOP OF ROOF 19' - 10"
10' - 0" MIN.
5
MIN.
12
2' - 0"
12
CLAY ROOF TILE "CLASS A"
3' - 0" MIN.
17' - 5"
5
A
STUCCO
3' - 0"
5
2' - 0"
T.O. ROOF
17' - 5"
C 10' - 0" MIN.
EAST ELEVATION 5
19' - 10"
T.O. ROOF 12
4
4
B
12
3' - 0" MIN.
CULTURES STONE VENEER
T.O. ROOF
MEZZANINE 10' - 0"
STUCCO
2' - 0"
12
B.O. MAZZANINE CEILING 18' - 6"
T.O. ROOF
C
A
A
T.O. ROOF ALUM. GUARDRAIL 23' - 5" B.O. CEILING
T.O. ROOF 23' - 5"
B.O. CEILING 12' - 0"
GFRC
WINDOW W/ DUAL PANE GLAZING
04
5
STUCCO
3' - 0"
2' - 0"
2' - 0".
14' - 11"
3' - 6"
B
2' - 0"
3' - 6"
129
3' - 6"
ALUM. GUARDRAIL STUCCO
GFRC
GROUND LEVEL 0' - 0"
T.O. ROOF
MIN.
A
12
B
MEZZANINE 10' - 0" CULTURES STONE VENEER
B.O. MAZZANINE CEILING 18' - 6"
5
4
STUCCO
T.O. ROOF 23' - 5"
17' - 5"
12
4
10' - 0" MIN.
MAX.
CLAY ROOF TILE "CLASS A"
12' - 0"
5
2' - 0".
WINDOW W/ DUAL PANE GLAZING B.O. CEILING 11' - 6"
5
19' - 10"
T.O. ROOF
2' - 0"
12
CLAY ROOF TILE "CLASS A" 3' - 6"
3' - 6"
B.O. MAZZANINE CEILING 18' - 6"
GFRC
14' - 11"
2' - 0"
MIN.
2' - 0"
12
12
129
CLAY ROOF TILE "CLASS A"
12
Project Negotiation Contracts Schematic Design Design Development Construction Documents Project Coordination Construction Administration Site Observations / Punch List
GROUND LEVEL 0' - 0"
T.O. ROOF 5
ALUM. GUARDRAIL
B
CULTURES STONE VENEER
T.O. ROOF 23' - 5"
10' - 0" MIN.
12
STUCCO
T.O. ROOF
2' - 0"
2' - 0"
5
A
2' - 0"
2' - 0"
12
A
4' - 0"
MIN.
A
PROJECT ROLE:
B.O. CEILING 11' - 0" GROUND LEVEL 0' - 0"
B A
T.O. ROOF 18' - 6"
5
CULTURES STONE VENEER
A
10' - 0" MIN.
T.O. ROOFCLAY ROOF TILE "CLASS A"
17' - 5"
STUCCO
12
STUCCO
CLAY ROOF TILE "CLASS A"
GROUND LEVEL 0' - 0"
STUCCO
WINDOW W/ DUAL PANE GLAZING
B.O. MAZZANINE CEILING 18' - 6"
MEZZANINE 10' - 0"
G
12
A
4' - 0"
2' - 0"
A 2' - 0"
A
2' - 0"
10' - 0" MIN.
B.O. CEILING 11' - 6"
23' - 5"
B.O. CEILING 11' - 0"
B
WEST ELEVATION 2' - 0"
12
5
B.O. CEILING 11' - 0"
23' - 5"
T.O. ROOF
5
STUCCO
T.O. ROOF 17' - 10"
WINDOW W/ DUAL PANE GLAZING
T.O. ROOF
12
4
2' - 0"
B.O. CEILING 11' - 0"
5
MIN.
G
2' - 0"
5
23' - 5"
T.O. ROOF 18' - 6"
10' - 0" MIN.
12
B.O. CEILING 11' - 0" 4 STUCCO
TOP OF ROOF 18' - 6" TOP OF ROOF 17' - 10"
5" / 12"
17' - 5"
4" / 12"
2' - 0"
B.O. MAZZANINE CEILING 18' - 6" T.O. ROOF
5" / 12"
4" / 12"
TOP OF ROOF 19' - 10"
10' - 0" MIN.
5
5" / 12"
12
MIN.
12
3' - 0" MIN.
5
SACRAMENTO PUBLIC LIBRARY (CONCEPT SD)
PROJECT ROLE: Schematic Design
FLOOR PLAN GROUND LEVEL
FLOOR PLAN LEVEL 02
05
06
BANK OF AMERICA TUSTIN LEGACY
15/32" EXT. GRADE PLYWOOD SHEATHING STANDING SEAM METAL ROOF FULLY ADHERED MOISTURE BARRIER
5
4
3
2 2.6
2.3
2.1
3/4" T&G WD PLANK EXPOSED OVERHANG SHEATHING
1 1.2
TOP RIDGE 22' - 0"
1.1
12" FIBER CEMENT FASCIA
A JOIST - SEE STRUCTURAL TRASH CONTAINER
PAPER
B
CANS
3569-73 w/ 2691 top
B.1
HALLWAY
B.2
15/32" EXT. GRADE PLYWOOD HEATING
ATM ROOM / WORK ROOM
B.3 TB-2
CORONADO STONE (TUSTIN LEGACY STONE) OVER THIN SET, OVER SCRATCH COAT W/ EXPANDED DIAMOND LATH ON SELF-HEALING VAPOR BARRIER
FOAM INSULATION
BREAK ROOM 15/32" EXT. GRADE PLYWOOD SHEATHING WOOD JOIST - SEE STRUCTURAL
ATM VESTIBULE
FEC-1
10
0
90
10
0
90
R-30 BATT INSULATION
90
0
10
TELLERS
10
0
90
SCRIBE BULKHEAD SOFFIT @ ROOF FRAMING & ADD SPRAY INSULATION @ JOINT
UCC
B of A SIGNAGE BY OWNER SUB UNDER SEPARATE PERMIT
R-19 BATT INSULATION
B.4
5/8" GYP. BOARD
B.5
STANDING SEAM METAL ROOF
2' x 2' ACOUSTICAL CEILING TILES
FULLY ADHERED MOISTURE BARRIER
HEADER - SEE STRUCTURAL
B.6
15/32" EXT. GRADE PLYWOOD SHEATHING
10' - 1 1/2"
B.7
TV
HALLWAY
PREFABRICATED METAL AWNING
INVERTER "CBI"
FIBER CEMENT PANEL, COVERED SOFFIT
NER WOMEN'S RESTROOM
MDPA
MDPB
MDPC
STOREFRONT SYSTEM
PNL- IG
CENTRAL ZONE JANITOR
MEN'S RESTROOM
FUTURE RVS
STORAGE STOREFRONT DOOR FEC-2
B.10
UTILITY
SLAB ON GRADE - SEE CIVIL
UCR
UCR
SBB
MLO
Level 1 0' - 0"
FSA
B.11 C CONCRETE FOUNDATION - REFER TO STRUCTURAL DRAWINGS. (TYP)
FLOOR PLAN
WALL SECTION
07
WEST ELEVATION
09.25.2017 - GRAND OPENING
EAST ELEVATION
03.21.2017 - CONSTRUCTION PROGRESS
PROJECT ROLE: Design Development Project Coordination Construction Documents Project Submittals RFI’s Site Observations / Punch List Project Closeout
SOUTH ELEVATION 08
LOGIX EMPIRE CENTER O )C (E
O )C (E
LU
LU
N M
N M
3
3
PRIVACY ROOM / TRAINING ROOOM UNISEX RESTROOM
BREAK ROOM
TELLER AREA
HALL
STORAGE ROOM
ATM ROOM / VAULT / DATA
31' - 3"
JANITOR CLOSET
WORK SURFACE
UNISEX RESTROOM
ECAFE (E )C O LU
M N
OFFICE
LOBBY SEATING
O )C (E LU O )C (E
O )C (E
N M
LU
LU
N M
N M
OFFICE
2
FSO
OFFICE
FSO
FSO
FSO
34' - 0"
2
LOBBY
O )C (E LU
LOBBY SEATING
31' - 10"
N M N M
N M
LU
LU
O )C (E
O )C (E
OFFICE
FSO
FSO
FSO
11' - 11"
OFFICE CONFERENCE ROOM O )C (E LU
LU
LU
N M
N M
LU
N M
LU O )C (E N M LU
O )C (E
O )C (E
O )C (E
O )C (E
N M
N M
1
1 37' - 2"
E
D
31' - 10"
C
4' - 0"
B
21' - 0"
12' - 0"
A
FLOOR PLAN
PROJECT ROLE: Schematic Design Design Development Construction Documents (In Progress)
Existing
My role in this project was to meet with the client at the site along with the Logix banking team. This project is not typical for Logix Banking center since the area of this project is 6,500 sf. The plan for this Logix project is to become the headquartered office. Some of the challeges included fix provided program and the existing columns located at the center of the space. 09
LOGIX TARZANA
FSO JANITOR CLOSET
OFFICE SLOPES UP
OFFICE
LOBBY SEATING 4' -
1"
UNISEX RESTROOM
N M LU O )C (E
N M LU O )C (E
3 4' -
"
4' - 0"
FSO
FSO
N M LU O )C (E
N M LU O )C (E
UP
3'-4 3/4 "
UNISEX RESTROOM
PRIVACY ROOM / TRAINING ROOM
4' - 5"
4' - 0"
3' - 5"
SLOPES UP
STAFF ROOM
CONFERENCE ROOM
ATM ROOM / VAULT / DATA
N M LU O )C (E
3' - 6 1/8"
TELLER AREA
4' - 0"
N M LU O )C (E
N M LU O )C (E
N M LU O )C (E
WORK ROOM
FLOOR PLAN
PROJECT ROLE: Schematic Design Design Development Construction Documents (In Progress)
Existing 10
My role on this project was to meet with the client at the site along with the Logix banking team. I took some programmatic directions from the client and performed the existing field condition measurements to develop some design options. The project is currently on construction documents phase.
MINOR RENOVATION - BofA SANJUAN CAPISTRANO (E) 4x BEAM.
(E) CEILING JOIST (E) CLAY TILES
(N) ST9 @ EACH. VERTICAL STUD.
1.5
(E) FRAMING. REPLACE AS REQ'D.
PROVIDE 16D TOENAILS
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
(N) FRAMING REPLACE AS REQ'D.
(E) CLAY TILES
(N) ST9 @ EACH. VERTICAL STUD.
(E) CEILING JOIST
9
(E) RAFTER
PROVIDE 10D TOENAILING
A12.00
(N) 2x4 DIAGONAL BRACING @ 32" O.C. W/ 2-16D NAIL EACH END. RADIUS EASED CORNERS
2' - 2 3/8"
(E) FRAMING. REPLACE AS REQ'D.
REMOVE AND REPLACE ARCHES IN KIND. (N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
9
A12.00
12 (E) SLOPE
ARCHWAY SECTION
(E) RAFTER
SCALE : 1" = 1'-0"
(E) 4x BEAM.
6' - 8"
PROVIDE 2x / PLYWD BLOCKING AS REQ'D. TO FORM COLUMN CORNICE, MATCH (E)
8
35째
R =
R
=
=
(N) 4x4 CORNER POST
" 1/4
7
A12.00
4 1/2"
PROVIDE BLOCKING AS REQ'D. TO FORM COLUMN CORNICE, MATCH (E)
R
5' - 9"
=
1/2 "
(E) PT. SILL PLATE. REPLACE AS REQ'D
R
1"
8
A12.00
2 3/4"
1"
(E) ANCHOR BOLT TO REMAIN
7/8"
PROVIDE 2x / PLYWD BLOCKING AS REQ'D. TO FORM COLUMN CORNICE, MATCH (E)
2' - 3" MATCH EXISTING 2' - 7" MATCH EXISTING
=
1/4 "
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x BASE FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
(E) 4x COLUMN (N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
8
A12.00
(E) FOUNDATION TO REMAIN. V.I.F.
1"
(E) / PROPOSED UPPER CORNICE DETAIL
5
A12.00
SCALE : 6" = 1'-0"
EXISTING / PROPOSED COLUMN SECTION
4 A12.00
SCALE : 1" = 1'-0"
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
(N) 2x4 BRIDGE BLOCKING AS REQ'D A35 TYP, @ BASE.
(N) 4x4 CORNER POST W/ (N) 'A35' EA. SIDE, TYP.
(E) PT. SILL PLATE. REPLACE AS REQ'D
6
A12.00
3/4" 7/8"
1 5/8"
(N) 4x4 CORNER POST W/ 'A35' @ BASE ON 2 SIDES, TYP.
3/4"
2x REMOVED FOR CLARITY
RADIUS EASED CORNERS
7
A12.00
1"
2' - 7"
9' - 3" MATCH EXISTING
R
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER.
R
PATCH & REPAIR (E) STUCCO CEILING AS REQ'D. STUCCO TO MATCH EXISTING. PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
DOUBLE TOP 2X
3' - 1 1/2" MATCH EXISTING
1"
(N) 2x4 BRIDGE BLOCKING AS REQ'D " 1/4
" 1/4
(N) 4x4 WD. POST.
6' - 8" MATCH EXISTING
=1 /2"
1/2 " 2 = R
PROVIDE 2x / PLYWD BLOCKING AS REQ'D. TO FORM COLUMN CORNICE, MATCH (E)
PROVIDE 10D TOENAILS
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
3' - 1 1/2" MATCH EXISTING 6' - 8" MATCH EXISTING
R=
1/2" 2 1/2"
EASED OGEE EDGE PROFILE
(N) 2x4 WD. FRAMING @ 16" O.C. REPLACE AS REQ'D.
A12.00
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
1/4 "
2 1/2"
R = 1 1/4 "
(E) COLUMN TO REMAIN.
3 A12.00
(E) PT. SILL PLATE. REPLACE AS REQ'D
(E) COLUMN TO REMAIN.
(E) ANCHOR BOLT TO REMAIN
2' - 7 1/2"
2' - 7" MATCH EXISTING
A12.00
2' - 10 3/8"
45째
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER.
(N) 3 COAT CONC. STUCCO ON GALV. MTL. LATH ON #15 BUILDING PAPER ON 1/2" EXT. GRADE PLYWOOD SHEATING ON 2x BASE FRAMING TO MATCH (E). PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
5
2' - 2 3/8"
1"
EASED OGEE EDGE PROFILE
2' - 3" MATCH EXISTING
1 5/8"
PROVIDE 2x / PLYWD BLOCKING AS REQ'D. TO FORM COLUMN CORNICE, MATCH (E)
(E) FOUNDATION TO REMAIN. V.I.F.
3' - 3 1/2"
(E) / PROPOSED LOWER CORNICE DETAIL
4
A12.00
SCALE : 6" = 1'-0"
7/8"
1 5/8"
3
A12.00
DECORATIVE COLUMN BASE
3/4"
R
KEYNO
(E) 27'-8" T.O. ROOF =1 /4"
1"
30째
R=
R=
1/8 "
1/2 "
20째
2
9
A12.00
R
1 5/8"
R
=
A12.00
= " 7/8
1
1
4
1
6
EQ
EQ
EQ
1
A12.00
EQ
EQ
EQ
1
NEW FACADE TO MATCH EXISTING. STUCCO TO MATCH EXISTING. PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
2
NEW DECORA EXISTING. PAIN
2
NEW DECORATIVE COLUMN WRAP TO MATCH EXISTING. STUCCO FINISH TO MATCH EXISTING. PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
3
NEW ARCHES BE DUNN EDW
3
NEW ARCHES TO MATCH EXISTING. STUCCO FINISH TO MATCH EXISTING. PAINT TO BE DUNN EDWARDS: # DEW 339 "BONE CHINA", TYP.
4
REINSTALL (E) A12.00
4
REINSTALL (E) SIGNAGE
Site Field Verification Construction Documents Involved with City Reviewed Process 2
9
A12.00
1
4
EQ
8"
EQ
EXISTING / PROPOSED EAST ELEVATION
EQ
2
(E) 0'-0" FINISH
EQFLOOR
8' - 9" TYP. MATCH EXISTING. R = 82 1/8" MATC H EXIST ING
2
3
1' - 11"
3
R = 113 1/8" MATCH EXISTING
R = 83" MATCH EXISTING
6' - 8" TYP. MATCH EXISTING
2
3
1' - 10"
R = 89 3/4" MATC H EX ISTIN G
2
2
1' - 3"
8' - 9" TYP. MATCH EXISTING. R = 82 1/8" MATC H EXIST ING
8"
EQ
LOWER /CORNICE PROFILE EXISTING PROPOSED EAST ELEVATION
A12.00 SCALE : 12" = 1'-0" A12.00 SCALE : 3/16" = 1'-0"
2
3
1' - 11"
2
3
R = 113 1/8" MATCH EXISTING
R = 83" MATCH EXISTING
6' - 8" TYP. MATCH EXISTING
EQ
3
1' - 10"
1"
" 1/4
2
3
KEYNOTE
NEW FACADE DUNN EDWAR
NOTE: CORNICE PROFILES SHALL BE HAND FORMED W/ OGEE PROFILE DESIGN TO MATCH (E)
NOTE
=
7/8 "
(E) 27'-8" T.O. ROOF
1
R
=
EXISTING / PROPOSED COLUMN SECTION
SCALE : 1 1/2" = 1'-0"
PROJECT ROLE:
7/8 "
1 R
2
A12.00
SCALE : 1 1/2" = 1'-0"
EQ
EQ
Minor renovation project. The biggest challenge with this project was the unforeseen condition of structure integrity. The project expanded due to the rotten wood. In addition, the city only allowed building modifications to be replaced in kind. R = 89 3/4" MATC H EX ISTIN G
3/4"
DECORATIVE COLUMN SHAFT
SCALE : 1 1/2" = 1'-0"
3
2
2
1' - 3"
7
A12.00
EQ
EQ
(E) 0'-0" FLOOR FINISH
SCALE : 3/16" = 1'-0"
11
EMERGENCY DEPARTMENT
PROJECT ROLE: Picking up redlines from project Architect
This Emergency department is located in Selma CA. It was completed during an internship at Perkins Eastman. This project was in the bidding process and my role was to update the drawings per the architect’s direction. The project was divided into four different phases. 12
RENDERINGS - ORANGE COAST COLLEGE
13
RENDERINGS - WESCOM CREDIT UNION
14
CHAPEL
FLOOR PLAN
15
RENDERING BY OTHERS
NORTH ELEVATION
PROJECT ROLE: Schematic Design Design Development The chapel project was completed during an internship at MVE & Partner. The project is located in china. My role in this project was to model the sketches provided be the design principal in charge of the project.
SECTION PERSPECTIVE 16
FREELANCE - RESIDENTIAL DESIGN
TOP OF ROOF 25' - 7"
TOP OF ROOF -23' - 6"
ROOF TERRACE 19' - 0"
LEVEL 2 10' - 0"
LEVEL 2 10' - 0"
GROUND LEVEL 0' - 0"
EAST ELEVATION TOP OF ROOF 25' - 7"
TOP OF ROOF -23' - 6"
ROOF TERRACE 19' - 0"
LEVEL 2 10' - 0"
LEVEL 2 10' - 0"
GROUND LEVEL 0' - 0"
GROUND LEVEL 0' - 0"
NORTH ELEVATION
TOP OF ROOF 25' - 7" TOP OF ROOF -23' - 6"
ROOF TERRACE 19' - 0"
LEVEL 2 10' - 0"
LEVEL 2 10' - 0"
STAIR LANDING 7' - 8"
SOUTH ELEVATION
17
EXISTING CONDITION
PROJECT ROLE: Freelance project contacted by developer. Only involved on the design for exterior facade.
NORTH WESTERN PERSPECTIVE VIEW
SOUTH EASTERN PERSPECTIVE VIEW 18
PERFORM DESIGN COMPETITION - NET ZERO https://hammerandhand.com/perform/runner-up-eduardo-gandara/
19
EAST ELEVATION
DESIGN CONCEPT:
WEST ELEVATION
DESIGN SOLUTION:
SOUTH ELEVATION
SECTION 20
The main idea for the design is the community living rooms that formed shapes as a homely place to build a community connection with others. The building looks out to the most iconic elements within the site such as the views from Hood Mount Hood, downtown and forest park. The building also looks in to become the beacon for the community where all the community living rooms are looking in to form different identities within the site that can be utilize for different activities. The community living rooms allowed an openness to the building creating a sense of porosity through the spaces which reduced heaviness of mass due to the high density of the project housing a total of 79 units. The project engages the site by responding to the most driven conditions such as solar exposure, natural light, and wind, as well as bus stop on north side and sandy Blvd. The center of the building is rotated 6 degrees clockwise to allow more direct solar radiation during the cold winter (maximizing heat gain) The design promotes community activity. All of the community living rooms look in, into three different courtyards that organizes the commercial spaces on the ground level and that are connected through internal streets that brings people into the project. The vertical circulation was strategically design at the main entry points to promote irresistible stairs that contributes to human health and reduces the use of elevator. Simple and open courtyards with constructed wetlands and living roofs houses native plants to promote ecology growth and incorporates a grey water treatment.
THESIS PROJECT
21
DESIGN SOLUTION:
The new fitness center seeks to reignite the visual distractions though the use of experiences. There are four major users that experience the site in different ways. There are the local commuters who utilize the train station to go to work. Many of t those individuals come from different parts of Los Angeles, allowing the site to become a transition point. People who uses the Gold Line come from the underground level, as they will experience a building with intensive activities. The most energetic and team base workouts occur at the underground level, allowing the local commuters a sensitive experience of waiting. There is a clear visibility between spaces as it allows local commuters to observe activities while waiting, making their experience more pleasant. The Second group of people are those who come from the south and the east side of the building who want to use the public park. The building is being seen as a park and not as a building, this allows the building to become an extension of the public art landing. The current direction of the park allows people who are waiting to take the bus line to wait in a natural environment, where not only functions as a nice area to wait, but it also becomes a park for families to spend time as well as it becomes an extension of the fitness center. This allows and encourages visibility to the public as it engages the community to practice some fitness workouts. The third group of individuals are those who utilize the indoor soccer field and those who are transitioning from the bus line to the gold line. They experience the building in all of its different ways. At a point it becomes the park, then it compresses and it opens up as they see activities and small shops, then the spaces open up into a nice waiting area where people can see other play or continue on their daily journey. The fourth group are those who need to go to different areas of the city. Mostly people coming from the north and west side of the site. They experience the building as a typical building that shows transparency within its activities
DESIGN PROCESS 22