LEXI WHITE
DESIGN PORTFOLIO
2014-2023
SELA Cultural Center Lying along the LA River at mile 42 site a vacant site nestled between a smattering of disadvantaged communities. The project proposes to foster the arts through a series of buildings atop a plinth to form the SELA Cultural Center. The project is currently under community review and design feedback.
80
85
80
80
85
90
85
80
80
90
85 80
95
90
85
80
95
90
80
80
85
85
90
90
95
95
90
85
95 80
80
85
95
90
100
100 80 85
90
105
95
100
100 105 90
85
95
95
100
105 105
85
95
90
100
100 100
105 105
90
95
95
95
100
95
100
95
95
95
95
95
95
90
95
90
95
90
95
100
100
95 95
105 105 90
(E) EQUESTRIAN YARD TO REMAIN
90
95
(E) EQUESTRIAN YARD TO REMAIN
100
110
90
90
100
95
100
90
100 100
110
110
95
95 100 100 95
When: Developed spring 2020 - fall- 2020 Where: Los Angeles, CA Program: Cultural Arts Center Along LA River Who: Gehry Partners
90
(E) PUBLIC RESTROOMS TO (E) PUBLIC REMAIN RESTROOMS TO REMAIN
95
90
100
85
90
85
95
100
80
85
80
90
95
80
85
90
80
85
80
DRAFT
SELA CULTURAL CENTER 95
95
BUILDING PLAN
95
95
POTENTIAL SECONDARY ACCESS ROAD POTENTIAL SECONDARY ACCESS ROAD
80
85
80
85
90
80
90
95
80
85
95
85
80
90
80 95
90
100 95
85
100 105
95
95
95
90
95
95
85
100
105 105
90
100
100
95
95
95
95
90
95
EXISTING EQUESTRIAN TRAIL 90
90
95
CERAMICS WORKSHOP
ARTIST STUDIOS
FIRE ACCESS ROAD
FIRE ACCESS ROAD
90
(E) EQUESTRIAN YARD TO REMAIN
90 90 90
SCOTT AVE
CLASS "A" GALLERY
SCOTT AVE
90
GALLERY
90
PRINTMAKING + SCREENPRINTING WORKSHOPS
CAFE
PLAZA
LOADING DOCK
DANCE HALL
PLAZA
GEHRY PARTNERS, L ARCHITECT
104 1796336.83 6507874.35 94.64
ALAMEDA (E) PUBLIC RESTROOMS TO REMAIN
12541 BEATRICE STREET LOS ANGELES, CA 90066 USA
PLAZA
PLAZA
PLAZA
GALLERY 105 1795710.87 6507859.32 91.03
ART EDUCATION
RECORDING WORKSHOP
PLAZA
BOOK STORE
MUSIC PERFORMANCE HALL
MUSIC EDUCATION
TEL: 310-482-3000 FAX: 310-482-3006
ADMIN.
FILM WORKSHOP
XXX ASSOCIATED ARCHITECT XXX XXX TEL XXX FAX XXX
DROP-OFF FIRE ACCESS ROAD
XXX CONSTRUCTION MANAGEMENT XXX XXX TEL XXX FAX XXX
0 15' 30' 0 15' 30' 60'
60'
120'
CONSULTANTS
120'
XXX STRUCTURAL CONSULTANT XXX XXX TEL XXX FAX XXX
NORTH NORTH
LEGEND
XXX
SELA CULTURAL CENTER SELA CULTURAL CENTER
GEHRY PARTNERS, LLP. GEHRY ARCHITECT PARTNERS, LLP. 12541 BEATRICE STREET ARCHITECT
ADMINISTRATION PROGRAM PROPERTY LINE
MUSIC PROGRAM
DANCE PROGRAM
LANDSCAPE
SITE AMENITY PROGRAM
VISUAL ARTS PROGRAM
WORKSHOP PROGRAM
PARKING / ACCESS ROAD
PROJECT ADDRESS PROJECT ADDRESS
XXX ELECTRICAL CONSULTANT XXX XXX TEL XXX FAX XXX
SCALE
1" = 20' 1" = 20' DATE SCALE
95
95
LOS ANGELES, CALIFORNIA 90066 USA 12541 BEATRICE STREET TEL: 310-482-3000 LOS ANGELES, CALIFORNIA 90066 USA FAX: 310-482-3006 TEL: 310-482-3000 FAX: 310-482-3006
MECHANICAL CONSULTANT XXX XXX TEL XXX FAX XXX
PROJECT NUMBER
2019-003 2019-003 PROJECT NUMBER
XXX PLUMBING & SPRINKLER CONSULTANT XXX XXX TEL XXX FAX XXX
2020-09-17 2020-09-17 SHEET NAME
POTENTIAL SECONDARY ACCESS ROAD
DATE
A2-1.01 - PLAN A2-1.01 - PLAN LEVEL 1 (PLAZA) LEVEL 1 (PLAZA) SHEET NAME
95
z
z
LA RIVER
GEHRY PARTNERS, LLP
GEHRY PARTNERS, LLP
A2 - 304C
0,0 90
0,0
90
90
SCOTT AVE
PROPERTY LINE / PROJECT EXTENTS
90
PROJECT EXTENTS SD
FIRE ACCESS ROAD FIRE ACCESS ROAD
FIRE ACCESS ROAD
FIRE ACCESS ROAD
ELEVATOR CORE
PLATFORM STAGE OPEN TO BELOW
ALAMEDA
OPEN TO BELOW
OPEN TO BELOW
PARKING (239 CARS)
MECH
CENTER STAGE
0 15' 30'
OPEN TO BELOW
60'
120'
YOLA PERFORMANCE HALL
56 SEATS
OPEN TO BELOW ELEVATOR CORE
UP
DN
UP
ELEVATOR CORE
ELEVATOR CORE
DN
BUS PARKING (5 SPACES)
DROP-OFF
GEHRY PARTNERS, LLP.
SELA CULTURAL CENTER
FIRE ACCESS ROAD
ARCHITECT
12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000 FAX: 310-482-3006
FIRE ACCESS ROAD
PROJECT NUMBER
2019-003
PROJECT ADDRESS
SCALE
1" = 20' DATE
2020-09-17
Site Plan Parking Alternate
SHEET NAME
A2-1.01 LEVEL z
GEHRY PARTNERS,
48 x 35-7/8
X1600
X1500
X1400
X1300
X1200
X1100
X1000
X900
X800
X700
X600
X500
X400
X300
X100
X0
X-100
X-200
X-300
X-400
X-500
X200
POTENTIAL SECONDARY ACCESS ROAD
0,0
SELA CULTURAL CENTER
PROPERTY LINE
TITLE
Y500
PARKING LVL 1
POTENTIAL FUTURE BRIDGE PROJECT
SCOTT AVE
Y400
90
90
95
85
95
90
95
95OF EXISTING WEIR LINE
80'
95
95
z GEHRY PARTNERS, LLP
105 100
(E) EQUESTRIAN TRAIL
90
95
90'-0" PROPERTY LINE
92'-0"
FIRE ACCESS ROAD
Y200 100'-2" 96'-7" 97' 92'-0"
DROP OFF
SLOPE 1%
SLOPE 1%
SLOPE 1%
102'-0" SLOPE 5%
104'-8"
SLOPE 10%
SLOPE 2.2%
Y100
SLOPE 8.33%
97'-0" PARKING (300 CARS)
107'
97'-6"
DROP-OFF
BUS PARKING (3 SPACES)
PE SLO.15% 19
101'-7"
9 98'-3 16 "
92'-6"
102'-0"
DROP-OFF 92'-0"
92'-0"
DATE
Y300
110'-0"
105 100
97'-0"
95
PROPERTY LINE / PROJECT EXTENTS
DRAWN BY
105'-0"
100
SLOPE 10%
97'-0"
Y0 PROJECT GRID ORIGIN POINT (0,0)
X 6508619'-5" Y 1795591'-3" SURVEY COORDINATES
A1-2.01.A
A1-2.01.A
A1-2.01.B
A1-2.01.B
A1-2.01.C
A1-2.01.C
Y-100
95
95
SHEET NUMBER
2019-003
40'
100
104'-0" 100'-0"
99'-0"
PROJECT
SCALE 1" = 40'
NORTH
0
95
90
0,0
85
85
85
A1-2.01.A
A1-2.01.A
A1-2.01.B
A1-2.01.B
A1-2.01.C
A1-2.01.C
80
80
80
POTENTIAL FUTURE ESPLANADE PROJECT
80 85 90 95
80
90
Site Plan Final
A1-101
41'-9"
WORKSHOP - PRINTMAKING
GRAPHICS/ GRAPHICS/ OFFICE OFFICE
EQUIPMENT EQUIPMENT AREA AREA
LAYOUT STUDIES - 1250 SF
VIEW A PRECEDENTS
ACID ROOM
41'-9"
KILN AREA
STORAGE / / STORAGE SHELVES SHELVES
61'-3"
SINK AREA
STORAGE / SHELVES
Source: https://www.spacefinderseattle.org/spaces/view/193/pratt-fine-arts-center
ALTERNATE 1
STORAGE
50'-0"
24" TYP.
12'-0" 24" TYP.
18" TYP.
42'-0"
X1180
X1160
X1140
X1120
X1100
42'-0"
CONTROL / EDITING 56 SF
EQUIP. ROOM
WORK ROOM 2468 SF
Y180 RR
58'-3"
56 SF
STO. 48 SF
Source: http://www.sunstudiosaz.com/stage-2/
CONTROL ROOM
STORAGE
THE BRIDGE RECORDING - GLENDALE, CA
RR 56 SF
DINING ROOM
ALTERNATE 1
1650 SF
KITCHEN 640 SF
PAINTING ALT 2 GENERAL STORAGE GENERAL
SOUND LOCK
50'-0"
SHOP
WORK ROOM
SOUND STAGE A/ CYCLORAMA
968 SF
SUN STUDIOS ARIZONA - TEMPE, AZ
CONTROL / EDITING OFFICE 131 SF
RR
DARK ROOM
ACID ROOM
EDITION ROOM
103 SF
103 SF
102 SF
GREE ROOM
Y160
56 SF
LIVE
MOVABLE PARTITION
DRESS ROO
50'-0" ROOM SOUND STAGE Y140 B/ STAGING AREA
PROPS/SHOP
PAINTING AREA / GALLERY PAINT / SUPPLIES
LAYOUT STUDIES - 2500 SF
SOUND STAGE A/ CYCLORAMA
CONTROL / EDITING MEN'S RESTROOM
PAINTING PAINTING ALT 2 ALT 2
WOMEN'S RESTROOM
269 SF
ISO ROOM
ISO ROOM
INSTRUMENT & PRODUCTION STORAGE ROOM
Y120
269 SF
ISO ROOM
42'-0"
SOUND LOCK
LIVE ROOM
RR 58 SF
PROPS /SHOP 224 SF
735 SF
X.A
XX
RR
MEDIUM ENSEMBLE ROOM 1
58 SF
566 SF
DRESSING ROOM /GREEN ROOM 210 SF
42'-0"
RECEPTION
PAINTING ALT 2
ISO ROOM
SOUND STAGE CYCLORAMA
ISO ROOM
1640 SF
PS RM 1
PS RM 2
PS RM 4
65 SF
65 SF
PS RM 3
PS RM 5
65 SF
65 SF
ISO ROOM
6529 SF
Y80
65 SF
SMALL ENSEMBLE ROOM 1
58'-3"
375 SF
FILMMAK AL
RR
Y60
161 SF
OFFICE 240 SF
ADMIN OFFICE 1 226 SF
RR
RR
STO.
68 SF
68 SF
49 SF
DRE R
CONTROL ROOM
PS RM 6
65 SF
PERFORMANCE HALL
CONTROL / EDITING
Y100
172 SF
FULL ORCHESTRA REHEARSAL-ONLY ROOM
RECORDING STUDIO ALT 2
TEACHER RESOURCE & PARENT ROOM 326 SF
RR 161 SF
RECORDING STUDIO ALT 2
58'-3" Source: http://www.sunstudiosaz.com/stage-2/
SUN STUDIOS ARIZONA - TEMPE, AZ
Y40
0
2'
4'
8'
A2-2.03.A
Central Podium Segment ‘A’ with Concert Hall A2-2.03.B
A2-2.03.B
FILMMAKING ALT 1
A2-2.03.C
Layout Studies
ALTERNATE 1
DRE R
FILMMAKIN ALT
SOUND STAGE B/ STAGING AREA
PROPS/SHOP
283 SEATS 3 ADA SEATS
LOUNGE
GR RO
MOVABLE PARTITION
CLASSROOM / KEYBOARD ROOM
X.A
50'-0"
PROPS/SHOP GREEN ROOM
SHOP
DRESS ROO
58'-3"
361 SF
GENERAL STORAGE
DRESSING DRESSING ROOM ROOM PAINTING AREA / GALLERY
CONTROL ROOM
STORAGE LOUNGE
ALTERNATE 2
30'-0"
FilmPRECEDENTS StudiosKENNEDY CENTER FOR THEATRE AND THE STUDIO ARTS - CLINTON, NY
XX
Source: https://www.archdaily.com/635562/kennedy-center-for-theatre-and-the-studio-artsmachado-and-silvetti-associates
ALTE
FILMMAK AL
42'-0"
30'-0" 30'-0"
ALTERN SOUND STAGE CYCLORAMA
FILMMAKIN ALT
150 SF
RECORDING STUDIO ALT 1
PAINTING AREA / GALLERY
Y220
RR
50'-0"
Source: http://www.thebridgerecording.com/pictures.html
STORAGE
58'-3"
RECEPTION
DAMP ROOM
PAINTING AREA / GALLERY
PAINT / SUPPLIES PAINT / ALTERNATE SUPPLIES2
PROPS/SHO GREEN ROOM
Y200
LIVE ROOM
GENERAL STORAGE
41'-9"
DRESSING DRESSING CONTROL ROOM / EDITING ROOM
LOUNGE
41'-9" - 1250 SF CERAMICS PAINTING 41'-9" ALT11 ALT
WORKSHOP - FILM PRODUCTION
X1080
X1060
X1040
X1000
X920
X980
30'-0" 30'-0"
30'-0"
X960
SUN STUDIOS ARIZONA - TEMPE, AZ
ALTERNATE 1
ALTERNATE 1
48 x 35-7/8
A2-2.03.A
Source: http://www.sunstudiosaz.com/stage-2/
RECORDING STUDIO ALT 1
41'-9"
RECEPTION
EQUIP. ROOM ARCHIVE
CONTROL ROOM
SHOP
THE BRIDGE RECORDING - GLENDALE, CA
GREEN ROOM
LAYOUT STUDIES - 2500 SF
A2-2.03.B
Source: http://www.thebridgerecording.com/pictures.html
A2-2.03.B
EQUIPMENT AREA
PROPS/SHOP
DRESSING ROOM
SOUND STAGE CYCLORAMA
LIVE ROOM
MACHINE LOUNGE ROOM
A2-2.03.C
30'-0"
X900
X880
41'-9"
- 1250 SF CERAMICS PAINTING 41'-9" PAINTING ALT ALT 11 ALT 1
30'-0"
PRECEDENTS
ARCHIVE
50'-0"
50'-0"
PAINTING AREA STORAGE / SHELVES STORAGE / SINK AREA PAINTING AREA DISPLAY / INSTRUCTION
KENNEDY CENTER FOR THEATRE AND THE STUDIO ARTS - CLINTON, NY
DRESSING ROOM
C
Concert Hall Development of Sightlines
LAYOUT STUDIES - 2500 SF
STORAGE SHELVES PAINTING/ AREA
Source: https://www.archdaily.com/635562/kennedy-center-for-theatre-and-the-studio-artsmachado-and-silvetti-associates
LAYOUT STUDIES - 2500 SF
SHOP
PAINT / SUPPLIES
CAL STATE LA - LOS ANGELES, CA
B
WORKSHOP - FILM PRODUCTION
MACHINE ROOM
ALTERNATE 1 2 ALTERNATE
Source: http://www.calstatela.edu/academic/art/studioarts.php
PRECEDENTS
PRINTMAKING - 2450 SF 50'-0" ALT 1
CONTROL ROOM
41'-9"
KILN AREA
CERAMICS - 1250 SF ALT 1
18'-6"
LAYOUT STUDIES - 2500 SF
PRECEDENTS
EQUIPMENT AREA
DAMP ROOM
30'-0"
SUPPLIES / SINK AREA
8'-0"
DISPLAY / INSTRUCTION
STATE&LA - LOS -ANGELES, CA TN ARROWMONT SCHOOLCAL OF ARTS CRAFTS GATLINBURG,
41'-9"
WORKSHOP - FILM PRODUCTION
EQUIPMENT AREA
WORKSHOP - RECORDING STUDIO
STORAGE / SINK AREA PAINTING AREA DISPLAY / INSTRUCTION
30'-0" 30'-0"
30'-0"
PRECEDENTS
ALTERNATE 1
KILN AREA
Source: http://www.calstatela.edu/academic/art/studioarts.php Source: https://www.arrowmont.org/studio-inventories/
D
X1200
WORKSHOP - RECORDING STUDIO
PAINTING LAYOUT STUDIES - 1250 SF ALT 1
PRECEDENTS
STORAGE / SHELVES
EQUIPMENT AREA
- 1250 SF CERAMICS 41'-9" 41'-9" ALT 2 DAMP ROOM
30'-0"
40'-0"
PRINTMAKING - 2450 SF ALT 1
EQUIPMENT AREA
41'-9"
WORKSHOP - PAINTING
CERAMICS SF 1250SF CERAMICS- -1250 ALT ALT11
KILN AREA
EQUIPMENT AREA
CERAMICS - 1250 SF 41'-9" ALT 2 SCREEN PRINTING ALT 2
LAYOUT STUDIES - 1250 SF
ALTERNATE 2
OFFICE
EQUIPMENT AREA
DISPLAY / INSTRUCTION
30'-0"
SMAart STUDIO & GALLERY - SAN FRANCISCO, CA
41'-9" 41'-9"
ARROWMONT SCHOOL OF ARTS & CRAFTS - GATLINBURG, TN
SUPPLIES / SINK AREA
DAMP ROOM
STORAGE / SHELVES
Source: https://www.smaartstudio.com/team
DAMP ROOM
A
30'-0"
PRESS KILN AREA
STORAGE / SHELVES
Painting Studios
EQUIPMENT EQUIPMENT AREA AREA
Source: https://www.arrowmont.org/studio-inventories/
STORAGE / SHELVES
WORKSHOP - PAINTING
SECTION 1 (E-W)
STORAGE / SHELVES STORAGE / SHELVES STORAGE / SINK AREA
EQUIPMENT AREA EDITIONING ACID ROOM ROOM
DARK ROOM
SCREEN PRINTING SCREENPRINTING ALT ALT22 41'-9"
CERAMICS - 1250 SF ALT 1
KILN KILN AREA AREA
61'-3"
EQUIPMENT AREA
ALTERNATE 2
SINK AREA
ALTERNATE 2
OFFICE
X940
PRESS
41'-9"
ARROWMONT SCHOOL OF ARTS & CRAFTS - GATLINBURG, TN
PRINTMAKING - 2450 SF ALT 2
STORAGE / SHELVES STORAGE / GRAPHICS SHELVES WORKSTATION FOLDING EQUIPMENT AREA DRYER
EDITIONING ROOM
ACID ROOM
EQUIPMENT AREA
LAYOUT STUDIES - 1250 SF
ECLECTIC PRINTING & DESIGN - PLACENTIA, CA
DARK ROOM
STORAGE
40'-0"
30'-0" 30'-0" 30'-0"
Source: https://losangeles.cbslocal.com/top-lists/best-screen-printing-and-embroidery-shops-in-oc/
PRATT FINE ARTS CENTER - SEATTLE, WA
DAMP ROOM
41'-9"
DAMP DAMP ROOM ROOM
Source: https://www.arrowmont.org/studio-inventories/
SCREEN PRINTING ALT 2
WORKSHOP - CERAMICS
PRECEDENTS
STORAGE / SHELVES STORAGE / SINK AREA STORAGE / SINK AREA
61'-3"
DRYER ALTERNATE 2 DRYER PRESS KILN AREAPRESS
SINK AREA
EQUIPMENT AREAALTERNATE 1
CERAMICS - 1250 SF ALT 2
SUPPLIES / SINK AREA
Source: https://www.spacefinderseattle.org/spaces/view/193/pratt-fine-arts-center
PRESS PRESS
41'-9"
SMAart STUDIO & GALLERY - SAN FRANCISCO, CA STORAGE
STORAGE / GRAPHICS SHELVES WORKSTATION FOLDING GRAPHICS WORKSTATION FOLDING
ECLECTIC PRINTING & DESIGN - PLACENTIA, CA
KILN AREA
Source: https://www.smaartstudio.com/team
EQUIPMENT AREA
41'-9" 41'-9" PRINTING SCREEN ALT 1
PRECEDENTS
STORAGE / SHELVES
PRINTMAKING - 2450 SF ALT 2
EDITIONING ROOM
ALTERNATE 1
Source: https://losangeles.cbslocal.com/top-lists/best-screen-printing-and-embroidery-shops-in-oc/
DAMP ROOM
30'-0"
PRATT FINE ARTS CENTER - SEATTLE, WA PRESS
30'-0"
OCEL PRINTSHOP - DETROIT, MI
EQUIPMENT AREA
ALTERNATE 1
ACID ROOM
DRAFT
Source: http://www.ocelotprintshop.com/
ALTERNATE 1
CERAMICS SF 1250SF CERAMICS- -1250 ALT ALT22 STORAGE / SINK AREA
DRYER PRESS
SMAart STUDIO & GALLERY - SAN FRANCISCO, CA
OFFICE STORAGE EQUIPMENT AREA SUPPLIES / SINK AREA
STOCK GRAPHICS FOLDING WORKSTATION
FOLDING DRYER
Source: https://www.smaartstudio.com/team
40'-0"
30'-0"
41'-9" PRINTING SCREEN PRINTING SCREEN ALT ALT11
DAMP ROOM
41'-9" 41'-9"
SUPPLIES / SINK AREA EQUIPMENT AREA
EDITIONING ROOM DARK ROOM
GRAPHICS/ ALTERNATE 1 OFFICE
X1020
PRESS
30'-0"
Source: http://www.ocelotprintshop.com/
OCEL PRINTSHOP - DETROIT, MI
DAMP DAMP ROOM ROOM
CERAMICS - 1250 SF ALT 2
40'-0"
30'-0" 30'-0"
LAYOUT STUDIES - 2450 SF
PRECEDENTS
STOCK STOCK
FOLDING FOLDING
DRYER DRYER
WORKSHOP - CERAMICS
OFFICE EQUIPMENT AREA
SCREEN PRINTING LAYOUT STUDIES - 1250 SF ALT 1
Printmaking Studios PRECEDENTS
DARK ROOM
SINK SINK AREA AREA 41'-9"
30'-0"
PRESS PRESS
SUPPLIES / SINK AREA
30'-0"
WORKSHOP - SCREENPRINTING
SHELVES
61'-3"
STORAGE / SHELVES STORAGE / SHELVES
Y20
16'
Y0
COLBURN PERFORMANCE HALL This symphonic performance hall was composed as a bowl and a floating balcony above allowing the sound to fully engulf the listener into the concert experience and light to penetrate though the ‘clouds’ to the patrons below. Models were built to acoustic testing level accuracy and scanned digitally for 3D model generation.
2
3
1
1
A3-401
A3-401
A3-404
A3-405
PROPERTY LINE
1 A3-401
A3-201
X 306
X350'
276
X325'
X
X300'
X 246
X275'
X 224
X250'
X 180
X225'
X 169
X200'
X 152
X175'
124
X150'
X
X125'
X 97
X100'
X 79
X75'
X 69
PROPOSED PROPERTY LINE
PROPERTY LINE
X 54
PROPOSED PROPERTY LINE
X50'
When: Developed winter2021-winter 2023 Where: Los Angeles, California Program: Symphonic Music Hall and adjoining Dance School Who: Gehry Partners
T.O. MECH EL +454'-0"
A3-204 EW2 - BEYOND
MP4
EG2
EW1
EW1 - BEYOND
32'-0"
LEVEL 07.1 MECHANICAL EL +438'-6"
20'-1"
T.O. ROOF PARAPET EL +424'-11" LEVEL 07 MECHANICAL EL +422'-0"
LVR1
CATWALK F.F. EL VARIES EG1
LEVEL 06 EL +401'-11"
EG3
14'-0"
OPERABLE GLAZED SMOKE VENT
PTD. STEEL SUPPORT
GL-05 @ BALUSTRADE TYP.
EG1
14'-3 3/4"
LEVEL 05 EL +387'-11"
ROOF GARDEN
EG1 - GUARDRAIL, TYP.
C.H. LEVEL 04.1 EL +379'-5"
PORCH
LEVEL 04 EL +373'-7 1/4"
STAIR #5 WITH ER3 BEYOND
20'-2 1/4"
C.H. LEVEL 03.1 EL +365'-1 1/4"
OLIVE STREET
LEVEL 03 EL +353'-5"
EG1
EG1 - WITH GL12 GLAZING
GL-04 GLAZED ALUM. FRAME DOOR, TYP
EW1
GL-06 @ CONTROL ROOM VESTIBULE TYP.
C.H. LEVEL 02.1 EL +345'-5"
19'-0"
SS FLASHING AT CONC. CURB BEYOND
C.H. LEVEL 02 EL +338'-5" D.S. LEVEL 02 EL +334'-5" LEVEL 02 EL +334'-5"
19'-11"
CIP-1 - SITE WALL BEYOND
LEVEL 01 STAGE ENTRY EL +318'-6" LEVEL 01 EL +314'-6" HILL STREET
GENERATOR PTD METAL ENCLOSURE WITH GATE
GL-04 GLAZED ALUM. FRAME DOOR, TYP
GENERAL NOTES 1.
SEE A4-001 EXTERIOR SYSTEMS MATRIX.
2.
STRUCTURAL STEEL OUTSIDE THE BUILDING ENVELOPE TO BE FULLY GALVANIZED AND PAINTED WITH ZINC-RICH PRIMER AND FINISH PAINT SYSTEM. SEE SPECIFICATION SECTION 099600 FOR HIGH PERFORMANCE COATING REQUIREMENTS.
3.
EG1
SYMBOL LEGEND
REFER TO MECH DRAWING FOR ADDITIONAL INFO. ON LOUVERS AND OPERABLE SMOKE VENTS.
West Elevation
MP4
GLAZING SYMBOLS EW1 METAL WALL PANEL ASSEMBLY SEE A4-821 FOR TYPICAL DETAILS
GL-01 - VISION GLASS U.O.N
EW2 METAL WALL PANEL ASSEMBLY SEE A4-825 FOR TYPICAL DETAILS
GL-01 - VISION GLASS WITH SHADOW BOX PAINTED ALUM PANEL
EG1 ALUMINUM FRAMED GLAZING ASSEMBLY SEE A4-851 THRU A4-855 FOR TYPICAL DETAILS
MP4 FORMED ALUMINUM PANEL ASSEMBLY SEE A4-852 FOR TYPICAL DETAILS
CIP-1 EXPOSED CONCRETE
0
2'
4'
8'
16'
LVR1 PAINTED METAL LOUVER
GEHRY PARTNERS, LLP. ARCHITECT 12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000 FAX: 310-482-3006
COLBURN SCHOOL OWNER
OWNER'S CONSULTANTS
ARCHITECT'S CONSULTANTS
MAGNUSSON KLEMENCIC ASSOC. STRUCTURAL ENGINEER 1301 FIFTH AVENUE, #3200 SEATTLE ,WA, 98101 USA TEL: 206-292-1200
ARC ENGINEERING MEP/FP/IT ENGINEER 277 SOUTH LAKE STREET BURBANK, CA 91502 USA TEL: 818-508-6300
OLIN PARTNERS
L'OBSERVATOIRE INT.
LANDSCAPE DESIGN 5900 WILSHIRE BVD. SUITE 2375 LOS ANGELES, CA 90036 USA TEL: 323-387-3598
LIGHTING DESIGN 120 WALKER STREET, #7E NEW YORK, NY 10013 USA TEL: 212-255-4463
HKA ELEVATOR CONSULTING INC.
TRIMBLE CONSULTING
VERTICAL TRANSPORTATION 23211 SOUTH POINTE DRIVE LAGUNA HILLS, CA 92653 USA TEL: 949-348-9711
BIM IMPLEMENTATION 935 STEWART DRIVE SUNNYVALE, CA 94085 USA TEL: 310-902-0482
KPFF
NAGATA
GEOTECHNOLOGIES INC.
CIVIL ENGINEER 700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES, CA, 90017 USA TEL: 213-418-0201
ROOM ACOUSTICS 1990 SOUTH BUNDY DRIVE LOS ANGELES, CA, 90025 USA TEL: 310-231-7878
GEOTECHNICAL ENGINEERING 439 WESTERN AVANUE GLENDALE, CA, 91201 USA TEL: 818-240-9600
SIMPSON, GUMPERTZ & HEGER
ROBERT F. MAHONEY & ASSOC.
LIFE SAFETY 1150 SOUTH OLIVE STREET, #1600 LOS ANGELES, CA 90015 USA TEL: 213-271-2000
ISOLATION ACOUSTICS 310 BALSAM AVENUE BOULDER, CO 80304 USA TEL: 303-443-2213
GEOSYNTEC CONSULTANTS INC. ENVIRONMENTAL ENGINEERING 448 SOUTH HILL STREET SUITE 1008 LOS ANGELES, CA, 90013 USA TEL: 866-676-1101
TheatreDNA
SONITUS
CONTROL RISKS
THEATER DESIGN 453 SOUTH SPRING STREET, SUITE 1230 LOS ANGELES, CA 90013 USA TEL: 213-375-3668
AUDIO VISUAL DESIGN 3800 LA CRESCENTA AVENUE, SUITE 205 LA CRESCENTA, CA 91214 USA TEL: 310-837-0807
RISK CONSULTING 1600 SMITH STREET, SUITE 4900 HOUSTON, TX 77002 USA TEL: 713-920-9403
COLBURN SCHOOL CAMPUS EXPANSION
STAMP
130 South Olive Street Los Angeles, California 90012
200 S GRAND AVENUE LOS ANGELES, CALIFORNIA 90012 USA
TITLE
BUILDING ELEVATION SOUTH
PROJECT NUMBER
1/8"=1'-0" DRAWN BY
PHASE
1/16” Scale Massing ‘Block’ Model
A3-102
DESIGN DEVELOPMENT DATE
02-18-2022 ORIGINAL SHEET SIZE: 36" x 48"
Design Model Tests
SHEET NUMBER
2018-003 SCALE
GEHRY PARTNERS, LLP
1/4” Scale Hall Interior
F.2
F.1
F
E
D
1 __________ A7-112
C
SLL 4316
4209A
4220A 4D
WS07
6B
ST10
STAIR #2 VESTIBULE 4209
6
A7-213
6C
SL01
6A
SHAFT
S402A WS07
A7-413
CONCRETE FLOOR FINISH
CURTAIN STORAGE 4332
STAIR #2 S402
8 __________
WS07
ST12
STAIR #SH36 SH36
SL01
SL01
LINE OF BALCONY ABOVE IR21, TYP
FIXED SEATING F02
LINE OF BALCONY ABOVE
SL01
SL01
SL01
LINE OF BALCONY ABOVE
SL01
IR21, TYP ST12
A7-401 CPC -318 8'-0"AFF
SL01
IR22
Acoustic Ceiling and Catwalks
ST12
10
SL01
IR22
IR26
ST12
SL01
FIXED SEATING F01
IR24
SL01 SL01
IR21
IR24
UP
5
A7-401
SL02
SL02 SL01
SL01
SL01
01
SL02 SL01
STAIR #SH42 SH42
DN
IR41, TYP
IR30
IR31
/4" +8' 2-3
SL01
SL02 SL01
PLYWOOD DIVIDER, WDP9, REFER TO A7-613
ST12
ST12
A7-401
SL01
+9'-3/8"
SL01
ST12
SL02
ST12
FIXED SEATING F03
SL01
SLOPE
-1/2" +9' 11
06
IR42
ST12
A7-401
SL01
SL01 SL01
ST12
DN ST12
04
SL01
+10' 7-1/2"
SLOPE
DN
IR31, IR41, TYP
SL01
A7-401
SL01
03 A7-203
STAIR #SH30 SH30
DN
CUSTOM RCDF MILLWORK ACCESS PANEL 08
IR37
SL01
IR41, TYP
SL01
STAIR #SH40 SH40
IR41
A7-203 ST12
ST12
ST12 ST12 ST12
SL01
5.1
IR21
IR21
IG11 PANEL ABOVE
A7-203
02
01
4316A
6D
CONCRETE FLOOR SLOPES TOWARD STAIR AS INDICATED, COORDINATION REQUIRED DURING SEATING INSTALLATION
B
1 __________ A7-113
STAIR #4 S404
LIFT L 02
4B
B.3
ST10 (INTEGRATED IN GAURDRAIL, TYP) ST10
ST10
4A A7-211
4C
4200B
G
DN
ST12
FIXED SEATING F04
IR23
IR37
IR25
LIFT #4-C
ST12
IR41, TYP
PLATFORM RISER LIFT FLEX STAIR, SEE THEATER DRAWINGS, TYP
IR24
4312A 1A
DN
SL01
SL01
Floating Technical Balcony
SL01
SL01
SL01
DN
SL01 SL01
IR24
SL01
STAIR #SH44 SH44 SL01
EL +373' 7-1/4"
1B
SL01
SL01
12 A7-401 SL01
DN
SL01
SL01
A7-401 ST12
STAIR #SH38 SH38
A7-212
SL01
14
W4310A
IR21
SL01
SL04
SL01 SL01
SL01
SL01
DN
SL01
IR24
IR21
STAIR #40 S440
SL04
CPW -408 2'-11"AFF
SL01 SL01
SL01
IR41, TYP
CPW -407 1'-0"AFF
1
TEMPORARY STAIR
A8-210
4314B
SL01
ST12
4410A
+20' 2-1/4"
SL01 SL01
CHOIR SEATING C03
SLL 4312
SL01
SL01 SL01 SL01 SL01
ST12
IR25 ST12 SL01
2
SOUND CONTROL 4311
A7-201
SL01
CONTROL ROOM 4314
LIFT #3
LIFT #2
CONCERT HALL 3300
LIFT #1
CHOIR SEATING C01
A7-111 A
FIXED SEATING F05
1H
IR23
+0'-0"
CPF -402 0"AFF
2 __________
EL +353'-5"
IR24
A7-802
ST12
CABLE TROUGH
CPF -403 0"AFF CPF -404 0"AFF
12
SL01
SL01
DN
SL01
IR24
SL01
IR41, TYP
SL01
Seating Rake and Orchestra Pit
SL01
CPW -410 1'-0"AFF
1C
W4310A SL01
SL01
LIFT L 03
A7-212 1D SLL 4313
+20' 2-1/4"
SL01
SL01 SL01
(+1'7-1 /8")
SL01
SL01
ST12
(+1'7-1 /8")
SL01
SL01
+17' 0"
SL01
(+1'7-1 /8")
SL01
SL01
(+1'7-1 /8")
(+1'7-1 /8")
(+1'7-1 /8")
SL01
SL01
+18' 7-1/8"
SL01
+13' 9-3/4"
SL01
IR24
+15' 4-7/8"
DN
SL01
CHOIR SEATING C01
EL +376' - 11 1/4"
1
CPW -409 1'-6"AFF
SL01
+10' 7-1/2"
SL01
+12' 2-5/8"
ST12
SL01
+7' 5-1 /4"
SL01
+9' 0-3 /8"
STAIR #SH45 SH45
(+1'7-1 /8")
O.H.
SL01
+4' 9-3 /8"
SL01
SL01
SL01
+1' 7-1 /8"
A7-401
IR25
DN STAIR #SH39 SH39
(+1'7-1 /8")
14
SL01
IR21 IR41, TYP
1E
1F CONTROL PROJECTION
(+2'7-7 /8")
SL01
SL01
A7-201B A7-201
+3' 2-1 /4"
ST12
O.H.
A7-212
CPF -406 3'-6"AFF
RCDF MILLWORK DESK SURROUND
(+1'7-1 /8")
A7-401
SL01
(+1'7-1 /8")
ST12
1G
4314A
ST12
4
1 __________
LIFT #4-B
1 __________ A7-511
W4314A
ST12
2 __________ A7-511
4410B 4313A
SL03
LIFT #4-A IR21
EL +356'-5"
IR24
+3'-0"
01
STAIR #SH37 SH37
SLOPE
SL01
CUSTOM RCDF MILLWORK ACCESS PANEL
SHAFT
WS07
02
ST12
SL01
SL01
A7-202
A7-202
03
ST12
CONCRETE FLOOR SLOPES TOWARD STAIR AS INDICATED, COORDINATION REQUIRED DURING SEATING INSTALLATION
04 __________ A7-633
PLYWOOD DIVIDER, WDP9, REFER TO A7-613
+18' 7-1/ 8"
+17' 0"
9-3/ 4"
4-7/ 8"
ST12
IR41, TYP SL01
SL01
SL01
SL02
SL02
SL01
SL01
06
SL01
O.H.
ST12
ST12
ST12
UPPER AMBULATORY 4310
O.H.
SL01
STAIR #SH43 SH43
+10' 7-1/2"
04 A7-401
10 A7-401
ST12
ST12
IR21
SL02
SL02
IR42
STAIR #SH41 SH41
SL02
A7-401
IR41
EL +365' 1-1/4"
O.H.
+20' 2-1/4" EL +373' 7-1/4"
DN
+11' 8-1/4"
4315A
CURTAIN STORAGE 4331
DN
SL01
STAIR #SH31 SH31
IR41, TYP
ST12 ST12
WS07
SL01
SL01
IR21
SL01
FIXED SEATING F07
+10' 7-1/2" O.H. ST12
SL01
+9'-3/8"
IR30
SL01
08 A7-401
2.1
STAIR #1 S401
+1 0'
+9'-3/8"
SL01
+1 5'
SLOPE
SL01
+1 2'
+9' 11 -1/2"
SL01
ST12
IR26 SL01
IR31
DN
ST12
IR41, TYP
IR22
IR22
+6'-6"
SL01
DN
SL01
A7-202
FIXED SEATING F07
+8' 2-3/4"
+9' 11 -1/2"
ST12
IR21, TYP
+1 3'
+4'-9 1/4" SL01
SL01
ST12
7-1/ 2"
SL01
+8' 2-3/4"
ST12
ST12
IR24
SL01
F.3
FIXED SEATING F06
IR23
DN
SL01
FIXED SEATING F07
SL01
2-5/ 8"
IR21
Envelope and Backstage
ST12
IR25
3
3B
2 SL01
SL01
3C
A7-213
SLL 4315
3A
4230A
3D
H
Enlarged Level 4 Plan G
F.2
F.1
F
E
D.2
D.1
D
C.2
C
B.3
B.2
B.1
B
A
T.O. ROOF PARAPET 424'-11"
LEVEL 07 422'-0"
LEVEL 06.1 411'-0"
FOLLOW SPOT ROOM
CATWALK
CATWALK F.F. 405'-11"
CATWALK W6300A
LEVEL 06 401'-11"
PROJECTION SCREEN STORED POSITION
IR 28 IR 27
BALCONY #1
W4310A PROJECTION SCREEN DEPLOYED POSITION
LEVEL 05 387'-11" IR 27
BALCONY #2
IR 28
IR 27
W4314A
W5304D W5304A
IR 27
W5304B
CONTROL ROOM
W5304E
PORCH
C.H. LEVEL 04.1 379'-0 3/4"
W5304C
SOUND CONTROL
W4304A
W4304B
W4304C
W4304D
W4304E LEVEL 04 373'-7 1/4"
W4302I W4302J
IG 11
IG 11 CONCERT HALL
IR 21
C.H. LEVEL 03.1 365'-1 1/4"
IR 23
MAIN TIER
REMOVABLE RAIL AT REMOVABLE STAIR
IR 24
LEVEL 3 LOBBY WEST
IR 24
6' - 8"
BOH CORRIDOR
BOX OFFICE MANAGER
BACKSTAGE ASSEMBLY AND UNCASING
LIFT #4-B
LIFT #3
LIFT #2
LIFT #1
LIFT MACHINERY PITS
LEVEL 03 353'-5"
ORCHESTRA PIT
C.H. LEVEL 02.1 344'-10"
C.H. LEVEL 02 338'-5"
D.S. LEVEL 02 334'-5"
t
Longitudinal Section at Performance Hall
1/4” Scale Hall Interior Model
3
SOUND CONTROL DESK - ELEVATION 1" = 1'-0"
SOUND CONTROL DESK - ELEVATION 6
6
1" = 1'-0"
AV EQUIPMENT, REFER TO AV CONSULTANT DRAWINGS
AV EQUIPMENT, REFER TO AV CONSULTANT DRAWINGS CTP-##, QUARTZ AGGLOMERATE COUNTER TOP WITH PLYWOOD SUBSTRATE
5' - 3"
MOUNTING BRACKET HIDDEN IN PLYWOOD WALL, ATTACHE BRACKETS TO FULL LENGTH OF STUDS
2' - 10" 2"
ST18, SEE LIGHTING SCHEDULE
CTP-##, QUARTZ AGGLOMERATE COUNTER TOP WITH PLYWOOD SUBSTRATE
05
2" CONTINUOUS SLOT FOR CABLES
12' - 10"
VERTICAL GRAIN DOUGLAS FIR SOLID WOOD CAP, WRAPPED AROUND ALL SIDES
VERTICAL GRAIN DOUGLAS FIR SOLID WOOD CAP, WRAPPED AROUND ALL SIDES
ROTARY GRAIN DOUGLAS FIR PANELING WITH 1/4" REVEAL AFF
ROTARY GRAIN DOUGLAS FIR PANELING
ORCHESTRA PIT 2302
1" 1" 2"
ROTARY GRAIN DOUGLAS FIR PANELING WITH (2) EXPOSED EDGES AV EQUIPMENT, REFER TO AV CONSULTANT DRAWINGS
VERTICAL GRAIN DOUGLAS FIR SOLID WOOD 1"X1" SLATS WITH 1" SPACING BETWEEN
CL
1' - 6"
1'-5"
2"X1/2" PAINTED STEEL SOLID STOCK
MOUNTING BRACKET HIDDEN IN PLYWOOD WALL, ATTACHE BRACKETS TO FULL LENGTH OF STUDS
2
SOUND CONTROL DESK - SECTION
9"
9"
2"X1/2" PAINTED STEEL SOLID STOCK
2"
EQ
VERTICAL GRAIN DOUGLAS FIR SOLID WOOD CAP, WRAPPED AROUND ALL SIDES
03
05
2"
6' - 0"
Y275'
STAIR #2 VESTIBULE 3209
Y250'
Y225'
Y200'
F
E
D
6
EQ
02
CL
STAGE SLL 3302
EL +353'-5"
RR OFFSTAGE 3205
3201B
A7-427
2' - 3"
F.1
Y175'
WORKPOINT, REFER TO 3D DATABASE, TYP.
LOAD-IN DOORS
8A JANITOR CLOSET 3222
AUDIO ROOM 3308
EL +353'-5" VIDEO ROOM 3306
33 04 B
HKA ELEVATOR CONSULTING INC.
TRIMBLE CONSULTING
STRUCTURAL ENGINEER 1301 FIFTH AVENUE, #3200 SEATTLE, WA 98101 TEL: 206-292-1200
VERTICAL TRANSPORTATION 23211 SOUTH POINTE DRIVE LAGUNA HILLS, CA 92653 TEL: 949-348-9711
BIM IMPLEMENTATION 935 STEWART DRIVE SUNNYVALE, CA 94085 TEL: 310-902-0482
277 SOUTH LAKE STREET BURBANK, CA 91502 TEL: 818-508-6300
KPFF
CIVIL ENGINEER 700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES, CA 90017 TEL: 213-418-0201
NAGATA
ROOM ACOUSTICS 1990 SOUTH BUNDY DRIVE LOS ANGELES, CA 90025 TEL: 310-231-7878
GEOTECHNOLOGIES INC. GEOSYNTEC GEOTECHNICAL ENGINEERING CONSULTANTS, INC. 439 WESTERN AVENUE GLENDALE, CA 91201 TEL: 818-240-9600
ENVIROMENTAL ENGINEERING 1031 S. BROADWAY, SUITE 300 LOS ANGELES, CA 90015 TEL: 310-957-6100
VECTOR SYSTEMS
CINI-LITTLE
IT/ TELCOM/ DAS 20917 HIGGINS COURT TORRANCE, CA 90501 TEL: 310-436-1071
FOOD SERVICES 535 NORTH BRANK BOULEVARD SUITE 710 GLENDALE CA 91203 TEL: 626-441-7700
CURTAINWALL DESIGN CONSULTING
MILLWORK - LEVEL 4 CONCERT HALL SOUND CONTROL DESK
130 South Olive Street Los Angeles, California 90012
CURTAINWALL DESIGN 3771 W. 242ND STREET SUITE #201 TORRANCE, CA 90505 TEL: 310-375-7862
2018-003
LIFE SAFETY ASTRAGAL
SCALE
OLIN LANDSCAPE DESIGN 5900 WILSHIRE BLVD. SUITE 2375 LOS ANGELES, CA 90019 TEL: 323-387-3598
L'OBSERVATOIRE INT. SIMPSON, GUMPERTZ STILL ROOM LIGHTING DESIGN CODE SIGNAGE / DONOR & HEGER 120 WALKER STREET, #7E NEW YORK, NY 10013 TEL: 212-255-4463
LIFE SAFETY 1150 SOUTH OLIVE ST, #1600 LOS ANGELES, CA 90016 TEL: 213-271-2000
E FORNIA 90012 USA
GRAPHICS & WAYFINDING 2169 LEMOYNE STREET LOS ANGELES, CA 90026 TEL: 323-663-5446
ROBERT F. MAHONEY THEATREDNA & ASSOC. THEATER DESIGN ISOLATION ACOUSTICS 310 BALSAM AVENUE BOULDER, CO 80304 TEL: 303-443-2213
453 SOUTH SPRING STREET, SUITE 1230 LOS ANGELES, CA 90013 TEL: 213-375-3668
SONITUS AUDIO VISUAL DESIGN 3800 LA CRESCENTA AVENUE, SUITE 206 LA CRESCENTA, CA 91214 TEL: 310-837-0807
TRL SYSTEMS
SECURITY CONSULTANT 9531 MILLIKEN AVE RANCHO CUCAMONGA, CA 91730 TEL: 800-266-1392
ARGENTO GRAHAM
CALGREEN CONSULTING 500 SOUTH GRAND, SUITE 1180 LOS ANGELES, CA 90071 TEL: 323-536-2578
PSOMAS
SURVEY 555 FLOWER STREET SUITE 4300 LOS ANGELES, CA 90071 TEL: 213-223-1400
CD PROGRESS ISSUE IV
BUILDING MAINTENANCE CONSULTANT 10620 SOUTHERN HIGHLANDS PARKWAY SUITE 110-700 LAS VEGAS, NV 89141 TEL: 702-755-2316
GUEST SERVICES 3215
A8-210
PHASE
LERCH BATES
DN
ST18, SEE LIGHTING DWGS.
01/27/23
HOUSE MANAGER 3216
1
FIRE SPRINKLER, WHERE OCCURS
SECTION
X125'
ELEVATION
BACKSTAGE ASSEMBLY AND UNCASING 3301
2" AC-2
zGEHRY PARTNERS, LLP
ELEVATION
A
4
2" AC-2 4" x 1 3/4" ALASKAN YELLOW CEDAR DECKING
EL +353' - 5" LIFT #4-B
LIFT #3
LIFT #2
CONCERT HALL 3300
LIFT #1
FIXED SEATING F05
SECTION
5" x 5" BEAMS BY LIFT CONTRACTOR
DASHED LINE INDICATES VERTICAL PROJECTION OF STAGE EDGE
09 INTERIOR RAIL TYPE IR26 - SECTION AND ELEVATION
SCALE 1 1/2" = 1'-0"
BOX OFFICE MANAGER 3217
FIRE SPRINKLER, WHERE OCCURS
LEVEL 3 LOBBY WEST 3210
ORCHESTRA PIT 2302
CONCIERGE 3219 BOX OFFICE STORAGE 3218
DN
06 INTERIOR RAIL TYPE IR23 - SECTION AND ELEVATION X100'
SCALE 1 1/2" = 1'-0"
SECTION
1
2" x 1 3/4" SLEEPERS @ 10" O.C
DR-2
1
ST18, SEE LIGHTING SCHEDULE.
PERCUSSION PLATFORM LIFT BREAKLINE
DATE
ORIGINAL SHEET SIZE: 36" x 48"
A
LIFE SAFETY ASTRAGAL
1" = 1'-0" DRAWN BY
Author
SCHOOL
FFE X150'
DATE
X150'
ISSUE
FIXED SEATING F04
SCALE
FIXED SEATING F06
LIFT #4-A
03
1 1/2" = 1'-0"
3
DN
SCHEDULED PARTITION, SEE A2-200 SERIES 7' - 7"
MAGNUSSON ARC ENGINEERING KLEMENCIC ASSOC. MEP/FP/IT ENGINEER
NO.
FIRST AID ROOM 3214
DN
SHEET NUMBER
X125'
4 3/8"
1/2" VARIES
EET FORNIA 90066 USA
COLBURN SCHOOL CAMPUS EXPANSION
LEVEL 03 353'-5"
REMOVABLE ACCESS PANEL
LIFT #4-C
PARTNERS, LLP.
1. REFER TO SHEET A7-501 FOR CONCERT HALL PERFORMANCE CONFIGURATIONS.
MEN'S RR 3220
LEVEL 03 353'-5"
RESTROOM 3213
FFE PROJECT NUMBER
1/4"
GENERAL NOTES: 3308A
1" = 1'-0"
TITLE
CONCERT HALL 3300
3306A
SOUND & LIGHT LOCK 3304
PLATFORM RISER LIFT FLEX STAIR, SEE THEATER DRAWINGS, TYP
SOUND CONTROL DESK - PLAN
FFE STAMP
ATS1b
B
A7-427
5.1
1
A
OWNER'S CONSULTANTS
B.3
3304A
5
ARCHITECT'S CONSULTANTS
Y150' C
3301B
3 13/16"
F.2
3209A
EQ
CL
2"X1/2" PAINTED STEEL SOLID STOCK
ATS1b
G
8A 04
IR24
3201A
CL
SL02 LIGHT FIXTURE, WHERE OCCURS SEE A7-100 SERIES
06
CL
1" DIA PAINTED STEEL POST WELDED TO STEEL PLATE
1'-9 5/8"
3/4" DIA PAINTED STEEL RAIL
3 7/8"
2' - 10"
3' - 6"
EQ
1" DIA PAINTED STEEL POST WELDED TO STEEL PLATE
06
2"X1/2" PAINTED STEEL SOLID STOCK
REFER TO 3D DATABASE IR24
MOUNTING BRACKET HIDDEN IN PLYWOOD WALL, ATTACHE BRACKETS TO FULL LENGTH OF STUDS
EQ
CL
1' - 5"
CL
4'-0" MAX SPACING
CTP-##, QUARTZ AGGLOMERATE COUNTER TOP WITH PLYWOOD SUBSTRATE
CL
A
CL
2"
2" CONTINUOUS SLOT FOR CABLES
X100'
CL
D
1 CL
S302A
STEEL SOLID STOCK HANDRAIL, WHERE OCCURS REFER TO 3D DATABASE
3
X175'
EQ
Millwork Details 2"x 1/2" PAINTED
12' - 10"
2'-2"
CL
1" = 1'-0"
1" = 1'-0"
3/4" DIA PAINTED STEEL RAIL
CL
SCALE
ORCHESTRA PIT LIFT EDGE DETAIL AT FIXED SEATING TIER - ORCHESTRA PIT UP
SOUND CONTROL DESK - ELEVATION
SHAFT
1" = 1'-0"
CL
REEFER TO 3D DATABASE
2' - 8"
X175'
5
CL
1' - 0"
3'-6"
3 13/16"
1' - 0"
EQ
1" DIA PAINTED STEEL POST TO SLEEVE OVER EMBEDDED C STEEL POST L
2' - 8"
FINISH FLOOR
1'-9 5/8"
4'-0" MAX SPACING REFER TO 3D DATABASE
4"X4" CABLE PASS WITH REMOVABLE RCDF ACCESS PANEL
SCHEDULED PARTITION, SEE A2-200 SERIES
CL
3 7/8"
EL +373' - 7 1/4"
CL
4"X4" CABLE PASS WITH REMOVABLE RCDF ACCESS PANEL
1 7/8"
VERTICAL GRAIN DOUGLAS FIR SOLID WOOD BASE WITH 1/4" REVEAL AFF
CL
LEVEL 4
EQ
AV EQUIPMENT, REFER TO AV CONSULTANT DRAWINGS
EQ
2"X1/2" PAINTED STEEL SOLID STOCK BEYOND, EMBEDDED IN CONCRETE FLOOR
06
C L
3200A
1
3302A
GRAIN DIRECTION
1' - 6"
3' - 4"
06
2' - 8"
GRAIN DIRECTION
AV EQUIPMENT PANEL, REFER TO AV CONSULTANT DRAWINGS
9"
4' - 11".
2" MINERAL WOOL 2"X1/2" PAINTED STEEL SOLID STOCK
3' - 4"
AC-##, ACOUSTIC FABRIC BACKING
1
CL
3240A INSTRUMENT STORAGE #2
F.3
DASHED LINE INDICATES VERTICAL PROJECTION OF STAGE EDGE
WOMEN'S RR 3212
3301A
B 05 33 SOUND & LIGHT LOCK 3305
2.1
TRIMBLE CONSULTING
VERTICAL TRANSPORTATION 23211 SOUTH POINTE DRIVE LAGUNA HILLS, CA 92653 TEL: 949-348-9711
BIM IMPLEMENTATION 935 STEWART DRIVE SUNNYVALE, CA 94085 TEL: 310-902-0482
277 SOUTH LAKE STREET BURBANK, CA 91502 TEL: 818-508-6300
Y275'
OLIN
COLBURN SCHOOL OWNER
EQ B
200 S GRAND AVENUE LOS ANGELES, CALIFORNIA 90012 USA
LANDSCAPE DESIGN 5900 WILSHIRE BLVD. SUITE 2375 LOS ANGELES, CA 90019 TEL: 323-387-3598
CL
L'OBSERVATOIRE INT. SIMPSON, GUMPERTZ STILL ROOM LIGHTING DESIGN CODE SIGNAGE / DONOR & HEGER 120 WALKER STREET, #7E NEW YORK, NY 10013 TEL: 212-255-4463
LIFE SAFETY 1150 SOUTH OLIVE ST, #1600 LOS ANGELES, CA 90016 TEL: 213-271-2000
ORCHESTRA LIFT
GRAPHICS & WAYFINDING 2169 LEMOYNE STREET LOS ANGELES, CA 90026 TEL: 323-663-5446
KPFF
CIVIL ENGINEER 700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES, CA 90017 TEL: 213-418-0201
ROOM ACOUSTICS 1990 SOUTH BUNDY DRIVE LOS ANGELES, CA 90025 TEL: 310-231-7878
GEOTECHNOLOGIES INC. GEOSYNTEC GEOTECHNICAL ENGINEERING CONSULTANTS, INC. 439 WESTERN AVENUE GLENDALE, CA 91201 TEL: 818-240-9600
ENVIROMENTAL ENGINEERING 1031 S. BROADWAY, SUITE 300 LOS ANGELES, CA 90015 TEL: 310-957-6100
VECTOR SYSTEMS
CINI-LITTLE
IT/ TELCOM/ DAS 20917 HIGGINS COURT TORRANCE, CA 90501 TEL: 310-436-1071
FOOD SERVICES 535 NORTH BRANK BOULEVARD SUITE 710 GLENDALE CA 91203 TEL: 626-441-7700
ARGENTO GRAHAM
PSOMAS
CURTAINWALL DESIGN CONSULTING CURTAINWALL DESIGN 3771 W. 242ND STREET SUITE #201 TORRANCE, CA 90505 TEL: 310-375-7862
Y250' ROBERT F. MAHONEY THEATREDNA & ASSOC. THEATER DESIGN ISOLATION ACOUSTICS 310 BALSAM AVENUE BOULDER, CO 80304 TEL: 303-443-2213
SONITUS AUDIO VISUAL DESIGN 3800 LA CRESCENTA AVENUE, SUITE 206 LA CRESCENTA, CA 91214 TEL: 310-837-0807
Y225' TRL SYSTEMS
SECURITY CONSULTANT 9531 MILLIKEN AVE RANCHO CUCAMONGA, CA 91730 TEL: 800-266-1392
CALGREEN CONSULTING 500 SOUTH GRAND, SUITE 1180 LOS ANGELES, CA 90071 TEL: 323-536-2578
SURVEY 555 FLOWER STREET SUITE 4300 LOS ANGELES, CA 90071 TEL: 213-223-1400
4'-0" MAX SPACING
453 SOUTH SPRING STREET, SUITE 1230 LOS ANGELES, CA 90013 TEL: 213-375-3668
REFER TO 3D DATABASE
LERCH BATES
BUILDING MAINTENANCE CONSULTANT 10620 SOUTHERN HIGHLANDS PARKWAY SUITE 110-700 LAS VEGAS, NV 89141 TEL: 702-755-2316
ISSUE
STAMP
DATE
130 South Olive Street Los Angeles, California 90012
CL
SOLID STOCK
Y200'
UE H TR RT NO TITLE
CONCERT HALL PLATFORM FLOOR FRAMING
Y175'
DRAWN BY
PHASE
CD PROGRESS ISSUE IV
A7-502
WOOD TRIM
DATE
2"X1/2" PAINTED STEEL SOLID STOCK BEYOND, EMBEDDED IN CONCRETE FLOOR
ORIGINAL SHEET SIZE: 36" x 48"
CL
C.H. LEVEL 02.1 344'-10"
EQ
CL EQ EQ
CL CL
VARIES EQ
EQ 1/2"
zGEHRY PARTNERS, LLP
1/4"
WF-2
WF-2
2' - 2"
EQ A
WOOD FLOOR DECK TO MATCH WF2
SCALE
As indicated
01/27/23
3/4" DIA PAINTED STEEL RAIL
EQ A
2018-003
Author
Y150'
2"X1/2" PAINTED STEEL SOLID STOCK
CL
SHEET NUMBER
PROJECT NUMBER
1" DIA PAINTED STEEL POST TO SLEEVE OVER EMBEDDED STEEL POST
3' - 6"
EQ A
3' - 6" 2'-10"
X75'
3230C
NAGATA
NO.
WF-2
HKA ELEVATOR CONSULTING INC.
STRUCTURAL ENGINEER 1301 FIFTH AVENUE, #3200 SEATTLE, WA 98101 TEL: 206-292-1200
1
WF-2
MAGNUSSON ARC ENGINEERING KLEMENCIC ASSOC. MEP/FP/IT ENGINEER
CL 3/4" DIA PAINTED STEEL RAIL
CL
CL
LIFT MACHINERY PIT 2300
FFE
STEEL ANGLE
REFER TO STRUCTURAL DRAWINGS FOR STEEL LIFT INFORMATION
CL REFER TO 3D DATABASE
4"
2"X1/2" PAINTED STEEL SOLID STOCK
CL
4 3/8"
2"X1/2" PAINTED STEEL SOLID STOCK
TEL: 310-482-3000 FAX: 310-482-3006
Stage Deck Layout and Acoustic Coordination 2"X1/2" PAINTED STEEL
SCHEDULED PARTITION, SEE A2-200 SERIES
12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA
PROJECT NORTH
COLBURN SCHOOL CAMPUS EXPANSION
C.H. LEVEL 02.1 A 344'-10"
CL
EQ EQ EQ
SL02 LIGHT FIXTURE, WHERE OCCURS SEE A7-100 SERIES
EQ
CL
3/4" DIA PAINTED STEEL RAIL
ARCHITECT
3234A
OWNER'S CONSULTANTS
4"
EQ
A
CL CL
STAIR #1 VESTIBULE 3235
ARCHITECT'S CONSULTANTS
2"X1/2" PAINTED STEEL SOLID STOCK
CL
A
GEHRY PARTNERS, LLP.
VARIES
EQ
2"x 1/2" PAINTED STEEL SOLID STOCK HANDRAIL, WHERE OCCURS REFER TO 3D DATABASE
UNISEX RR 3221
CL CL
CL
EQ B
CL
2
2'-2"
CL
1" DIA PAINTED STEEL POST TO SLEEVE OVER EMBEDDED STEEL POST
CL
SHAFT
X75'
2"X1/2" PAINTED STEEL SOLID STOCK BEYOND, EMBEDDED IN CONCRETE FLOOR
EQ
1" DIA PAINTED STEEL POST TO SLEEVE OVER EMBEDDED STEEL POST
CL
CL
3 13/16"
2"X1/2" PAINTED STEEL SOLID STOCK BEYOND, EMBEDDED IN CONCRETE FLOOR
4'-0" MAX SPACING REFER TO 3D DATABASE
CONCERT PALTFORM WING RT.
STAIR #1 S301
3235A
CL
STORAGE PERCUSSION 3307
3307A
DN
EL +354'-6"
S301A
2"X1/2" PAINTED STEEL SOLID STOCK
3 13/16"
1
3305A
2"X1/2" PAINTED STEEL SOLID STOCK D:\Revit Local Files\2DWIP_GPLA_CSL_ARC_SET_dhursley.rvt
1
4 3/8"
CL
W
REEFER TO 3D DATABASE FINISH FLOOR REEFER TO 3D DATABASE
3 A7-611
FFE
FFE 8B A7-427 A
9A
ELEVATION
1
SECTION
A7-427 A 1
SECTION
Seating Mock-up
ELEVATION
1
C.H. LEVEL 02 338'-5"
SECTION
C.H. LEVEL 02 338'-5"
Railing Type Drawings SCALE 1 1/2" = 1'-0"
08 INTERIOR RAIL TYPE IR25 - SECTION AND ELEVATION
Wall Section at Stage Edge SCALE 1 1/2" = 1'-0"
05 INTERIOR RAIL TYPE IR22 - SECTION AND ELEVATION
SCALE 1 1/2" = 1'-0"
02
F.2
F.1
F
1 __________ A7-112
E
D
C
1 __________ A7-113
RCDF PLYWOOD LID, WDP7b
B.3
MECHANICAL COOLING UNIT DUCTWORK, SEE MECHANICAL DWGS.
ATS4a
DL01
WW01
WW01
WW01
WW01
DL09
WW01
PR04
A7-634
DL05
SHAFT
PR01 WS07
CURTAIN STORAGE 4332
WS07
BALCONY #6 4304
A7-413
BALCONY #4 5304
EL +377'-5 1/2"
PR01 PR01
8 __________
D
PR01
PR01
BALCONY SOFFIT
W4304E
W4304D
W4304C
W4304B
W4304A
SLOPE
PLYWOOD LID, WDP7a
PR01 PR01
W5304B
W5304A
W5304 C
FIRE S
GYP ENCLOSURE BEYOND WHERE OCCURS
DL05
D STAIR #2 S402
A7-622
D
SLL 4316 AC1 8'-0 1/2"
D
DL03
WDP3b
2
FINISH WALL
DL09
DL05
10 __________ DL05
D
6
AC-5
B
D
G
8"
T.O. F.F. BALCONY
OPEN TO ABOVE W5 304 D
+375'-11"
PR01 PR01
5.1
3' - 6"
8"
W5 304 E
PR01
PR01 PR01
GLASS ACOUSTIC REFLECTOR, IG11
PR01 (4)
OPEN TO ABOVE
PR01
SMALL 1000 ACT-2 9'-8"
PR01
THEATRICAL LIGHTING PIPE RAIL
CURTAIN CHAIN TRACK, SEE THEATRE DWGS.
PR01
CEILING TAG KEY
PR01
WDP6
ADJUSTABLE ACOUSTIC ROLL DROP, SEE THEATRE DWGS.
PR01
PR01
LIGHTING POWER AND CONTROL BOXES SEE THEATER DESIGN CONSULTANT DRAWINGS FOR MORE INFORMATION
PR01
SLOP E
PR01
1.
W4 302 J
PR01
ATS4b
CAMERA PANEL, TYP. SEE AUDIO VISUAL DESIGN CONSULTANT DRAWINGS FOR MORE INFORMATION
D
DL15
WDP6
W4302I
ATS3
SLL 4312 ACMP1
PR01
SPEAKER PANEL, TYP. SEE AUDIO VISUAL DESIGN CONSULTANT DRAWINGS FOR MORE INFORMATION
PR01 PR01
FINISHED CEILING HEIGHTS SHOWN ARE MEASURED FROM THE FINISH FLOOR TO FINISHED CEILING, UNLESS NOTED OTHERWISE.
3.
REFER TO 3D DATABASE FOR BOTTOM OF SOFFIT ELEVATIONS AND TOP OF LID ELEVATIONS.
4.
FOR ALL PENETRATIONS LOCATED IN THE CLOUD ASSEBMLIES INCLUDING RIGGING POINTS, MICROPHONE DROPS AND SPRINKLERS, REFER TO 3D DATABASE.
5.
PROVIDE MOTORIZED ROLLER SHADES AT SKYLIGHT. REFER TO SHEET A4-861 FOR TYPICAL DETAIL REFERENCES. REFER TO SPECIFICATION SECTION 12 2413 MOTORIZED ROLLER SHADES FOR ADDITIONAL INFORMATION, AND PROJECT MANUAL APPENDIX, DAYLIGHTING NARRATIVE FOR CONTROL INTENT.
DL15
PR01
PR01 PR01 DL15
GLASS ACOUSTIC REFLECTOR, IG11
PR01
PR01 PR01
PR01
THEATRICAL LIGHTING PIPE RAIL
PR01 PR01
W4302G
PR01
CONCERT HALL 3300
PR01
CONTROL ROOM 4314
BALCONY SOFFIT EL +382'-2"
CAMERA PANEL, TYP. SEE SONITUS CONSULTANT DRAWINGS FOR MORE INFORMATION
PR01
PR01
OPEN TO BELOW
THEATRICAL LIGHTING PIPE RAIL
CURTAIN CHAIN TRACK, SEE THEATRE DWGS.
W4302H
PR01
PR01
PR01
4
1 __________
02F W43
A7-111 A
A7-551
PR01 PR01
BALCONY #2 4302
A7-111 B
BALCONY PR01 SOFFIT
PR01
W4302E
PR01
FOR EXIT SIGN LOCATIONS, REFER TO A0-600 SERIES DRAWINGS. FOR THEATRICAL LIGHTING, REFER TO T-TL LIGHTING DRAWINGS.
8.
FOR BACK-OF-HOUSE LIGHTING, REFER TO ELECTRICAL DRAWINGS.
9.
FOR AUDIO & VISUAL EQUIPMENT ADDITIONAL INFORMATION, REFER TO TAV DRAWINGS.
10.
FOR SECURITY EQUIPMENT AND DEVICE LOCATIONS, SEE SECURITY DRAWINGS FOR ADDITIONAL INFORMATION.
11.
FOR ANTENNA AND WAP DEVICE LOCATIONS, SEE TELECOMUNICATIONS DRAWINGS.
8' - 9 1/8"
PROJECTOR HUSHBOX ENCLOSURE, WDP8
OPEN TO ABOVE
PR01
2" THICK FLUSH MOUNTED MINERAL GLASS ABSORBTION SEE A6-161
AC-8
GWB-1 GWB-4
GYPSUM BOARD, SEE A6-161
GWB-2
RATED CEILING ASSEMBLY SEE A6-161
DL05
PR09
AC-9 AC-10
5 __________
AC-12 PR01
W4302D
D
03 __________ A7-551
PR01
PR01 PR01
ACT-1
RC-1
4" THICK ABSORPTION, SEE A6-161
LIGHT FIXTURE, SEE LIGHTING DWGS.
FIRE SPRINKLER
16 GAUGE STEEL SHEATHING
1.9" O.D. PAINTED STEEL PIPE, CURVED, TYP.
4" THICK ABSORPTION WITH PERFORATED METAL PANEL, SEE A6-161
EC
EXPOSED CONSTRUCTION
2'X4' ACOUSTIC CEILING TILE, SEE A6-165
AC13
ACOUSTICAL PLASTER SYSTEM
2x 5/8" GYP. BD.
BUILT UP STEEL BOX-BEAMS WITH INTUMESCENT COAT, TYP.
PR01
1/2" PLYWOOD
DL15
LIGHTING AND SPEAKER SYMBOL LEGEND
PR01 PR01
W4302C
PR01
SLL 4313 ACMP1
PR01
PROJECTION LONGITUDINAL SECTION PR01
04 __________
5
W4302B
A7-551
W
PR01
PR01
DL15
OPEN TO ABOVE
PR01
DOWNLIGHT
TLxx
TABLE LAMP
FLxx
FLOOR LAMP
ULxx
UPLIGHT
PLxx
PENDANT
WSxx
WALL SCONCE
PLxx
PENDANT (UP/DOWN)
WSxx
WALL SCONCE
PRxx
PROJECTOR LIGHT
SLxx
STEPLIGHT
STxx
LED STRIPLIGHT
1' - 0"
43 02 A
1' - 0"
8"
3/4" FINISH PLYWOOD ACOUSTIC CURTAIN ON TRACK, SEE THEATRE DWGS.
D PR01
1" = 1'-0"
3
DLxx DL15
PR01
S
YY-XX
WALL OR HOOP MOUNTED SPEAKER
S
PR01
7 A7-621
RESILIENT CEILING WITH 1" BATT INSULATION SEE 07/A6-161
A7-551
PR01
PR01 PR01
+374'-6"
WDP6
4 A7-621
CLNG MOUNTED LIGHT FIXTURE BEYOND, ALIGNED WITH SPINKLER
1.5" STEEL ANGLE FRAME
2" THICK FLUSH MOUNTED MINERAL GLASS ABSORBTION WITH FABRIC FINISH SEE A6-161
DL05
PR09
2
FIRE SPRINKLER
REQUIRED PROJECTOR CLEARANCE
CEILING MATERIALS LEGEND AC-4
SLOPE EL +385'-5"
VARIES
A7-621
DL05
PR09
PR09
PR01
1 __________ A7-931
PR01
EL +374'-1 3/4" PR01
6. 7.
SUSPENDED ISOLATION OF PROJECTORS
ACT-3 11'-4"
PR09
7 __________
1 __________
A0-101 FOR ABBREVIATIONS & SYMBOLS, LEGENDS A0-300'S FOR SYSTEM MATERIAL LEGEND A6-160'S FOR TYPICAL CEILING ASSEMBLIES AND DETAILS A6-340'S FOR RATED SHAFT AND SOFFIT DETAILS
2.
PR01
PR01
B.O. SOFFIT
REFER TO THE FOLLOWING DRAWINGS FOR THE RESPECTIVE INFORMATION: A. B. C. D.
PR01
PR01
ROOM NAME ROOM NUMBER FINISHED CEILING MATERIAL CEILING HEIGHT
GENERAL NOTES:
PR01
5
PR01
1' - 5"
S
STAIR #SH13 SH13
CURTAIN STORAGE 3319
YY-XX
CEILING MOUNTED SPEAKER
E SLOP
PR01
MECHANICAL SYMBOL LEGEND PR01
PR01
LINEAR DIFFUSER
CURTAIN CHAIN TRACK, SEE THEATRE DWGS.
PR01
FACE DIFFUSER
IG 11
PR01 PR01
THEATRICAL LIGHTING PIPE RAIL
PR01
WDP6
PR01
ADJUSTABLE ACOUSTIC ROLL DROP, SEE THEATRE DWGS. PR01
S
PR01
E 303 W5
PR01 PR01
SHAFT
W4303A CURTAIN STORAGE 4331
SPRINKLER
Tissue ‘Cloud’ Model
3D Printed Cloud Model
W4303B
BALCONY #5 4303
W4303C
W4303D A7-633
02 __________
EL +377'- 5 1/2" PR01
EL +382'-2"
C W5303
W5303B
OPEN TO ABOVE
PR01 PR01
SLOPE
BALCONY #3 5303
BALCONY SOFFIT PR01
A7-551
PR01
D 303 W5
W5303A
W4303E
04 __________
PR01 PR01
PLYWOOD LID, WDP7a D
01 __________
PR01
A7-551
NO-FLY ZONE FOR EQUIPMENT RIGGING
CLOUD STRUCTURAL HANGER
CHAIN MOTOR W/ RECEPTACLE
CABLE REEL
04 BALCONY 5+6 SECTION
SCALE
BALCONY SECTION - NORTH BALCONY
THEATRICAL & STRUCTURAL SYMBOL LEGEND
EL +382'-0"
2.1
STAIR #1 S401
RETURN AIR
ACCESS PANEL
GLASS ACOUSTIC REFLECTOR, IG11 PR01
WS07
SUPPLY AIR PR01
PR01
OPEN TO ABOVE
3/4" = 1'-0"
STRONG POINT - 6" RIGGING HOLE
SLL 4315
MICROPHONE DROP
AC1 8'-0 1/2"
2
DL05
D
DL05
PROJECT NORTH
DL01
DL04
WW01
WW01
WW01
WW01
WW01
WW01
WW01
WW01
WW01
WW01
WW01
DL09
WW01
DL09
D
WW01
D 12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000 FAX: 310-482-3006
ARCHITECT'S CONSULTANTS
MAGNUSSON ARC ENGINEERING KLEMENCIC ASSOC. MEP/FP/IT ENGINEER
HKA ELEVATOR CONSULTING INC.
TRIMBLE CONSULTING
STRUCTURAL ENGINEER 1301 FIFTH AVENUE, #3200 SEATTLE, WA 98101 TEL: 206-292-1200
VERTICAL TRANSPORTATION 23211 SOUTH POINTE DRIVE LAGUNA HILLS, CA 92653 TEL: 949-348-9711
BIM IMPLEMENTATION 935 STEWART DRIVE SUNNYVALE, CA 94085 TEL: 310-902-0482
KPFF
NAGATA
GEOTECHNOLOGIES INC. GEOSYNTEC GEOTECHNICAL ENGINEERING CONSULTANTS, INC.
VECTOR SYSTEMS
CINI-LITTLE
IT/ TELCOM/ DAS 20917 HIGGINS COURT TORRANCE, CA 90501 TEL: 310-436-1071
FOOD SERVICES 535 NORTH BRANK BOULEVARD SUITE 710 GLENDALE CA 91203 TEL: 626-441-7700
ARGENTO GRAHAM
PSOMAS
Balcony Reflected Ceiling Plan OLIN
COLBURN SCHOOL OWNER
OWNER'S CONSULTANTS
LANDSCAPE DESIGN 5900 WILSHIRE BLVD. SUITE 2375 LOS ANGELES, CA 90019 TEL: 323-387-3598
277 SOUTH LAKE STREET BURBANK, CA 91502 TEL: 818-508-6300
L'OBSERVATOIRE INT. SIMPSON, GUMPERTZ STILL ROOM LIGHTING DESIGN CODE SIGNAGE / DONOR & HEGER 120 WALKER STREET, #7E NEW YORK, NY 10013 TEL: 212-255-4463
200 S GRAND AVENUE LOS ANGELES, CALIFORNIA 90012 USA
LIFE SAFETY 1150 SOUTH OLIVE ST, #1600 LOS ANGELES, CA 90016 TEL: 213-271-2000
GRAPHICS & WAYFINDING 2169 LEMOYNE STREET LOS ANGELES, CA 90026 TEL: 323-663-5446
CIVIL ENGINEER 700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES, CA 90017 TEL: 213-418-0201
ROOM ACOUSTICS 1990 SOUTH BUNDY DRIVE LOS ANGELES, CA 90025 TEL: 310-231-7878
ROBERT F. MAHONEY THEATREDNA & ASSOC. THEATER DESIGN ISOLATION ACOUSTICS 310 BALSAM AVENUE BOULDER, CO 80304 TEL: 303-443-2213
453 SOUTH SPRING STREET, SUITE 1230 LOS ANGELES, CA 90013 TEL: 213-375-3668
439 WESTERN AVENUE GLENDALE, CA 91201 TEL: 818-240-9600
SONITUS
AUDIO VISUAL DESIGN 3800 LA CRESCENTA AVENUE, SUITE 206 LA CRESCENTA, CA 91214 TEL: 310-837-0807
ENVIROMENTAL ENGINEERING 1031 S. BROADWAY, SUITE 300 LOS ANGELES, CA 90015 TEL: 310-957-6100
TRL SYSTEMS
SECURITY CONSULTANT 9531 MILLIKEN AVE RANCHO CUCAMONGA, CA 91730 TEL: 800-266-1392
CALGREEN CONSULTING 500 SOUTH GRAND, SUITE 1180 LOS ANGELES, CA 90071 TEL: 323-536-2578
SURVEY 555 FLOWER STREET SUITE 4300 LOS ANGELES, CA 90071 TEL: 213-223-1400
CURTAINWALL DESIGN CONSULTING CURTAINWALL DESIGN 3771 W. 242ND STREET SUITE #201 TORRANCE, CA 90505 TEL: 310-375-7862
COLBURN SCHOOL CAMPUS EXPANSION
NO.
ISSUE
STAMP
DATE
130 South Olive Street Los Angeles, California 90012
UE TR RT NO
TITLE
PROJECT NUMBER
PARTIAL REFLECTED CEILING PLAN -LEVEL 04.1 BALCONY EL +375'-0"
SCALE
1/4" = 1'-0" DRAWN BY
A7-304.1
PHASE
CD PROGRESS ISSUE IV
BUILDING MAINTENANCE CONSULTANT 10620 SOUTHERN HIGHLANDS PARKWAY SUITE 110-700 LAS VEGAS, NV 89141 TEL: 702-755-2316
H
SHEET NUMBER
2018-003
Author LERCH BATES
12' - 8"
DATE
01/27/23 ORIGINAL SHEET SIZE: 36" x 48"
12' - 8"
zGEHRY PARTNERS, LLP
Ceiling Mock-Up IR28
GENERAL NOTES
8. VOIDLESS CONNECTIONS ARE REQUIRED BETWEEN MATERIALS TO ACHIEVE ACOUSTIC DENSITY.
1. 2.
OPTION 1 IS A STEEL STRUCTURAL "EGGCRATE" GRID COMPOSED OF STEEL PLATE RIBS CUT TO MATCH THE PROFILES OF THE CEILING PANEL. THE STRUCTURAL "EGGCRATE" GRID INCLUDES METAL REINFORCEMENT WELDED TO THE STEEL GRID, AND FORMED TO THE APPROXIMATE SHAPE OF THE PANEL PROFILE. CONCRETE IS THEN APPLIED AGAINST A CNC MILLED FORMWORK TO DEVELOP THE ROUGH PANEL SURFACE. A FINISH COAT OF PLASTER IS SHOP APPLIED, WITH FIELD APPLIED PLASTER AS REQUIRED TO CONCEAL SUB-PANEL TO SUB-PANEL JOINTS. AN EXPANDED METAL MESH IS TO BE ATTACHED TO THE TOP OF THE STEEL STRUCTURAL RIBS TO PROVIDE A WALKABLE SURFACE FOR ACCESS TO THE PANEL OPENINGS AND THEATRICAL LIGHTING.
CONDUIT PATHWAY FOR POWER TO LIGHT FIXTURE INTORAILING IR 21 PANELS ARE BE CONSTRUCTED AND ENGINEERED COMPLETE WITH
3.
4. 5. 6.
7.
MECHANICAL, STRUCTURAL, ELECTRICAL AND FIRE PROTECTION REQUIREMENTS. THE PANELS SHOULD MEET THE FOLLOWING CRITERIA: 8. 9.
1. REQUIRED ACOUSTIC DENSITY OF THE PANEL AS SPECIFIED OF A MINIMUM OF 25 PSF. 2. CEILING PANEL PERIMETER SAFETY SUPPORT POSTS AT PANEL EDGES. ENGINEER POST TO WITHSTAND A STRUCTURAL LOADING CONDITION OF A 200 POUND FORCE APPLIED IN EACH DIRECTION, AT THE TOP OF THE POST. 3. PERFORMANCE LIGHTING POSITIONS AS INDICATED IN THE THEATRICAL DRAWINGS. ASSUME ONE 3'-7” LONG OUTRIGGER PER POST WITH AN EQUIPMENT LOAD OF 30 PLF APPLIED TO THE FULL LENGTH OF THE OUTRIGGER. 4. CEILING PANELS TO HAVE A WALKABLE SURFACE FOR ACCESS TO HOUSE AND THEATRICAL LIGHTING, RIGGING POINTS, AUDIO EQUIPMENT ACCESS POINTS, SPRINKLER HEADS, AND CATWALKS AS INDICATED. WALKABLE SURFACE TO HAVE A STRUCTURAL LIVE LOAD OF 40 PSF. WALKABLE SURFACE MAY REQUIRE ADDITIONAL ANGLES FOR TRACTION WHEN THE SLOPE OF THE PANEL EXCEEDS 30°.
LIGHT FIXTURE, SEE LIGHTING DWGS.
10. 11. 12.
13. 14.
STEEL POST AND CABLE RAIL AT ADJACENT SUB-PANEL
IR27
12
ATS1d TYPICAL PANEL EDGE DIAGRAM - OPTION 1
155
19
6 A7-622
Y
SCALE
IG N
STEEL BEAMS WITH INTUMESCENT COAT, SEE A0-651
RADIUSED EDGES WELDED TO STEEL ANGLES STEEL ANGLES WELDED ON EITHER SIDE OF PIPE
ATS4c
6
EXPANDED METAL MESH WALKABLE SURFACE
PAINTED STEEL RIBS EXPANDED METAL MESH METAL WIRE MESH REINFORCING WELDED TO STEEL RIBS TO WELDED TO RIB PLATES STEELSURFACE POST AND CABLE FORM WALKABLE RAIL AT ADJACENT CONCRETE DEPTH DETERMINED SUB-PANEL BY SPECIFIED ACOUSTIC DENSITY ADJACENT SUB-PANEL FINISH SURFACE (DESIGN SURFACE, SEE 3D DATABASE) 3 8" STEEL RIBS IN A 2'-0" x 2'-0" CONNECTION TO PRIMARY STEEL GRID TO BE ENGINEERED BY HANGER TO BE ENGINEERED BY CEILING CONTRACTOR CEILING PANEL CONTRACTOR
IG8 C.H. LEVEL 04.1 379'-0 3/4"
ACCESS PANEL BEYOND
1 8"
SCALE
A7-621
09 STEEL EDGE RIB
3/4" FINISH PLYWOOD CEILING PANEL PENETRATION DETAIL MIC DROP - OPTION 1 X
FINISH SURFACE (DESIGN SURFACE, SEE 3D DATABASE)
SCALE 3" = 1'-0"
SUB-PANEL TO SUB-PANEL CONNECTION TO BE ENGINEERED BY CEILING CONTRACTOR
ASSEMBLY = 10.3 PSF
08-DD CURVED PAINTEDSTEEL STEELEDGE PLATE TO FOLLOW EDGE RIB CURVATURE OF CEILING PANEL
1.9" OD PAINTED STEEL POST AND CABLE RAIL
11 SUB-PANEL SECTION - OPTION 1
PANEL TO PANEL CONDITION TO BE FIELD FINISHED SO THAT JOINT IS CONCEALED
SCALE 3" = 1'-0"
CEILING SUB-PANEL
FINISH SURFACE (DESIGN SURFACE, SEE 3D DATABASE)
CONCRETE DEPTH DETERMINED BY SPECIFIED ACOUSTIC DENSITY, CONCRETE MAY BE APPLIED IN THE FIELD
08-EE
FIRE SPRINKLER
Section at ‘Cloud’ 03 SCALE
06 TYPICAL PANEL EDGE DIAGRAM WITH THEATER LIGHTING METAL WIRE MESH REINFORCING WELDED TO RIB PLATES
224
PAINTED STEEL STEEL KICKER KICKER
PAINTED CURVED STEEL PIPE TO FOLLOW CURVATURE OF CEILING PANEL
1' - 0"
1' - 0"
10
1/2" = 1'-0"
℄
"
'-0
0"
1/2" PLYWOOD
09
01
Y
8'-
CONCRETE DEPTH DETERMINED BY SPECIFIED ACOUSTIC DENSITY
IG 11 1.9" O.D. PAINTED 05 STEEL PIPE, CURVED, TYP.
RIGGING POINT
ATS3
LIGHTING OUTRIGGER AND THEATRICAL LIGHTING FIXTURE, REFER TO THEATER CONSULTANT DRAWINGS FOR ADDITIONAL INFORMATION
RADIUSED EDGE
+382'-0"
8
ABSORPTION
LIGHT FIXTURE, SEE LIGHTING DWGS.
PANEL STEEL EDGE PLATES WITH STAGGERED LIGHTING & AVBOLTED MOUNTING PIPE "HOOP" - CONNECTION DETAIL AT STEEL BETWEEN STEEL RIBS CONNECTIONS
T.O. F.F. BALCONY
08-CC
PROJECTOR HUSH BOX BEYOND
PAINTED STEEL RIBS, BEYOND
WDP6
10
08-BB
BUILT UP STEEL BOXBEAMS WITH SPRAY APPLIED FIREPROOFING
PROJECTION 2" 'LINE OF SIGHT'
5' - 3 7/8"
METAL WIRE MESH REINFORCING WELDED TO RIB PLATES
A7-622
STEEL ANGLE WELDED TO STEEL POST ON EITHER SIDE, STEEL ANGLE TO BE COPED AT RIBS (SHOWN DASHED)
INTERMEDIATE STEEL RIB WELDED TO STEEL SLEEVE AND ADJACENT STEEL RIB
PAINTED STEEL RIB
1
08-AA
A7-622
1.9" O.D. PAINTED STEEL PANEL AND PIPE, CEILING CURVED, TYP. STRUCTURAL CONNECTIONS BY BEYOND CEILING PANEL CONTRACTOR
CLNG MOUNTED LIGHT FIXTURE BEYOND, ALIGNED WITH SPINKLER
+383'-5"
02
SUB-PANEL BOUNDING BOX TYPICALLY 8' x 20'
POWER AND DATA JUNCTION BOX, SEE THEATRE DRAWINGS FOR REFERENCE
1 8"
4-1/2" MIN
METAL PLATE CAP WHERE METAL MESH EDGE OCCURS
249
4
TO TRUSS ABOVE SEE STRUCTURAL DRAWINGS
WDP3b FIRE SPRINKLER
T.O. F.F. BALCONY
Y
PRIMARY TRUSS
WELDED TO STEEL RIBS TO FORM WALKABLE SURFACE POST BASE FITTING, WELDED TO EDGE RIB
B.O. SOFFIT FINISH SECONDARY STEEL HANGER +382'-0"
97
03
PAINTED HSS PRIMARY STEEL HANGER WITH BASE PLATE FOR CEILING PANEL CONNECTION, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
1.9" O.D. PAINTED STEEL POST, ENGINEERED BY CEILING PANEL CONTRACTOR TO MEET STRUCTURAL AND LOADING CRITERIA SPECIFIED IN THE GENERAL NOTES (SEE DETAIL 12 / A7-906), SPACED, 2'-0" O.C. ALONG PERIMETER OFMETAL PANELMESH EDGE EXPANDED
03
ATS1d
X
A7-622
PAINTED HSS SECONDARY STEEL HANGER WITH BASE PLATE FOR CEILING PANEL CONNECTION SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
1 4" PAINTED STEEL SLEEVE WITH
SCALE 1/2" = 1'-0"
5
2" Ø STEEL PIPE
1' - 5"
8"
PANEL 08 SUB-PANEL AXONOMETRIC DIAGRAMDiagram of Ceiling ‘Cloud’ CEILING PANEL KEY PLAN Structural 09 CEILING 06 NTS AL
A7-622 SCALE 3/4" - 1'-0"
+383'-5"
ALIGNING PIN
X
IR27
17 TYPICAL STEEL RIB JOINT
1.5" STEEL ANGLE FRAME
X
18
Y
Y
℄
METAL PLATE CAP WHERE METAL MESH EDGE OCCURS
TIE BAR - 38" Ø STEEL WELDED TO 41" STEEL SLEEVE
REQUIRED PROJECTOR CLEARANCE
X
+387'-11"
14
16
SLOTTED AND WELDED JOINT AT STEEL RIBS
10
EXPANDED METAL MESH WALKABLE SURFACE
SUSPENDED ISOLATION OF PROJECTORS
X
11
152
1 4
X
13 LEVEL 05
Y
LIGHT FIXTURE, SEE LIGHTING DWGS.
FINAL FINISH SURFACE TO MATCH CEILING PANEL
2"
12
173
A7-551x 2'-0" GRID TO BE ENGINEERED
RADIUSED EDGE
16 GAUGE STEEL SHEATHING
3 8" PAINTED STEEL RIBS IN A 2'-0" x 2'-0" GRID TO BE ENGINEERED BY CEILING CONTRACTOR
20
A7-622
EXPANDED METAL MESH WELDED TO STEEL RIBS TO FORM WALKABLE SURFACE
8
CONCRETE TO MATCH PANEL ASSEMBLY
12 NOT USED 2x 5/8" GYP. BD.
6
5
15
14 GA GALVANIZED METAL "PLUG" PREFABRICATED TO MATCH PANEL
-
7
ATS1e 8
9 Y 224
11
2" T.O. F.F. BALCONY
SCALE
1
2
199
PAINTED STEEL RIB
Enlarged Section at Balcony
CONCRETE SLAB, SEE STRUCTURAL DWGS. 4
Y 249
ATS4c
CEILING SUB-PANEL 08-DD
ALIGNING HOLE
ATS3
3
PAINTED HSS PRIMARY STEEL HANGER WITH BASE PLATE FOR CEILING PANEL CONNECTION,
10
LOAD POINT CAP ASSEMBLY WITH CHAIN, SECURED TO PANEL ASSEMBLY FRAMING
PAINTED STEEL SLEEVE INTEGRAL BUILT "UP STEEL BOX-BEAMS TO PANEL CONSTRUCTION WITH SPRAY APPLIED STEEL ATTACHMENT COLLAR FIREPROOFING, TYP. WELDED TO STEEL SLEEVE
X 180
ADJACENT SUB-PANEL 08-CC
LEVEL 05 LEVEL 05 387'-11" +387'-11"
5 3" PAINTED STEEL RIBS IN A 2'-0" __________
SCALE -
PRIMARY STEEL PLATE BEYOND
X 169
Y 263
SEE STRUCTURAL DRAWINGS FOR ADDITIONAL 1" INFORMATION
ADJACENT SUB-PANEL 08-EE
2"
GENERAL NOTES
ABSORPTIVE SOUND BARRIER
IR21
CONDUIT PATHWAY FOR POWER TO LIGHT FIXTURE IN RAILING IR 21
6. CEILING PANELS REQUIRE THE INTEGRATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS AS WELL AS FIRE PROTECTION REQUIREMENTS FOR PENETRATIONS WHERE REQUIRED.
ATS
X 152
IR27 8' x 20' SUB-PANEL BOUNDING BOX
ADDITIONAL STEEL BRACING FOR POST, RAILING TO BE ENGINEERED BY CEILING PANEL CONTRACTOR
BY CEILING CONTRACTOR
MECHANICAL COOLING UNIT, SEE MECHANICAL DWGS.
X
124
AUDITORIUM SEATING, SEE THEATRICAL DWGS.
Y
CEILING PANEL EDGE
5. STRUCTURAL LOADING OF LIGHT HOOPS PER DETAILS ON A7-911.
AL IG N
X
97
274
1.9" OD PAINTED STEEL POST AND CABLE RAIL
CONCRETE SLAB, SEE STRUCTURAL DWGS.
DESIGN & ENGINEERING OF THE PANEL ASSEMBLY SHALL BE THE RESPONSIBILITY OF CEILING PANEL SYSTEM CONTRACTOR. CONTRACTOR TO SUBMIT CALCULATIONS AS REQUIRED TO SUBSTANTIATE THAT THE PANEL SYSTEM MEETS PERFORMANCE SPECIFICATIONS, ALONG WITH SIGNED AND STAMPED SHOP DRAWINGS FOR FABRICATION. ENGINEER INDIVIDUAL SUB-PANEL FRAMING FOR THE NUMBER OF STRUCTURAL HANGER ATTACHMENTS AS SHOWN IN EACH OPTION. WELDED OR BOLTED CONNECTIONS ARE REQUIRED TO JOIN SUB-PANELS. FOR BOTH OPTIONS, A NEGATIVE FORMWORK IS TO BE MILLED USING THE 3D DATABASE TO DERIVE THE CEILING SURFACE GEOMETRY. FOR OPTION 1, INDIVIDUAL RIBS ARE TO BE CUT FROM 3D DATABASE TO PROFILES DERIVED FROM CEILING SURFACE GEOMETRY. CONTRACTOR TO PROVIDE INDICATED MOCK-UP OF CEILING COMPLETE WITH HOUSE LIGHTING, SPRINKLERS, RIGGING POINTS AND ACOUSTIC DENSITY. ALL CEILING PENETRATIONS TO BE LOCATED FROM THE 3D DATABASE. MOCK-UP TO INCLUDE FOUR SUB-PANELS BOLTED OR WELDED TOGETHER. FINAL LOCATION OF MOCK-UP TO BE DETERMINED BY THE ARCHITECT. SEE THEATER DRAWINGS FOR REQUIRED LIGHT PIPING AND LOCATIONS. SEE LIGHTING DRAWINGS FOR HOUSE LIGHTING THAT IS HUNG FROM CEILING PANEL LIGHT PIPING. SEE THEATER DRAWINGS FOR RIGGING LOCATIONS. SEE STRUCTURAL DRAWINGS FOR CEILING HANGERS, AND INFILL STEEL REQUIRED FOR LOCATIONS. SEE MEP DRAWINGS FOR MECHANICAL DUCTWORK AND ELECTRICAL COORDINATION REQUIRED FOR LIGHTING AND OTHER NEEDS IN THE CEILING. SEE A2-100 SERIES FOR CATWALK LOCATIONS. SEE A7-100 SERIES FOR LIGHTING PIPES HANGING BELOW CEILING PANELS REFERENCED AS "HOOPS".
X 79
1' - 5"
1"
IR27
GENERAL REQUIREMENTS
PAINTED HSS PRIMARY STEEL HANGER WITH BASE PLATE FOR CEILING PANEL CONNECTION, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION
3'-6"
IR21
OPTION 1: STEEL "EGGCRATE" WITH CONCRETE, JOINTS BETWEEN SUB-PANELS CONCEALED
AUDITORIUM SEATING, SEE THEATRICAL DWGS.
7. COORDINATION OF THE PANEL & ADJACENT TRADES TO ALLOW FOR PRE-ASSEMBLY OF PANEL IN THE SHOP.
X 69
4' - 6"
CEILING PANELS CONCEPT DESCRIPTION HALL CEILING ASSEMBLIES SHOWN ON A7-906 AND A7-908 REPRESENT TWO OPTIONS FOR PREFABRICATION OF THE HALL CEILING PANELS. BOTH OPTIONS EXPECT THE PANELS WILL BE BROKEN DOWN INTO SUB-PANELS OF A MAXIMUM 8' X 20' SIZE, FOR SHOP FABRICATION & TRANSPORTATION TO SITE. IN EITHER OPTION, THE SCULPTURAL SHAPE OF THE CEILING PANEL IS TO BE FORMED AGAINST A NEGATIVE MOLD WHICH IS CNC MILLED USING THE 3D DATABASE INFORMATION ISSUED IN THE CONTRACT DOCUMENTS.
4' - 6"
IR28
29.00 °
2DWIP_GPLA_CSL_ARC_SET_detached.rvt
D
WW01
RCDF PLYWOOD LID, WDP7b
GEHRY PARTNERS, LLP. ARCHITECT
20
20
2"
SCALE 2" Ø STEEL PIPE WELDED TO 3" = 1'-0"
05 CEILING PANEL 08 SUB-PANEL DIAGRAM - PLAN
SCALE 3/16" = 1'-0"
02
ACOUSTIC ENVELOPE
A
1/8” Scale Model looking West Over Reservoir B
C
D
E
HEADWORKS RESERVOIR RESTORATION PARK 6001 Forest Lawn Dr Los Angeles, CA 90068
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
GENERAL NOTE:
1
PRIME, MEP ENGINEERING, ARCHITECT OF RECORD 600 Wilshire Blvd. Ste 750 Los Angeles, CA. 90017 Tel: 213.457.2200
SEE LANDSCAPE DRAWINGS FOR PLANTING INFORMATION
Site Plan Bridge Types LANDSCAPE ARCHITECT 5900 Wilshire Boulevard Suite 2375 Los Angeles, CA. 90036 Tel: 323.387.3598
NORTH BRIDGE CIVIL ENGINEERING 448 S. Hill St. Suite 1008 Los Angeles, CA. 90013 Tel: 310.957.6100
2
DESIGN ARCHITECT 12541 Beatrice Street Los Angeles, CA. 90066 Tel: 310.482.3000
PLANS: A220, A221 RCP: A620
WEST BRIDGE
EAST BRIDGE
MAGNUSSON KLEMENCIC ASSOCIATES STRUCTURAL ENGINEERING 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 206.292.1200 WISS, JANNEY, ELSTNER ASSOCIATES, INC. WATERPROOFING 225 South Lake Avenue, Suite 500 Pasadena, CA 91101 626.696.4650
Key Plan
A220 A221 A620
3
PLANS: A210, A211, A212 RCPS: A610
PLANS: A230, A231, A232 RCPS: A630
A210 A211 A212 A610
A230 A231 A232 A630
NOT FOR CONSTRUCTION 04/30/2021
1
Date
No.
Description
15% SD BRIDGES
4
WEST RESERVOIR BRIDGE LOCATION PLAN
WEST RESERVOIR BRIDGE LOCATION PLAN
01
1/32" = 1'-0" 0
16'
32'
Scale: 1/32" = 1'-0" 04/30/2021 Date: GP Drawn: Checked: KR Project No.: 1806
64'
NORTH
A
B
C
D
When: Developed spring 2020-winter 2021 Where: Los Angeles, California Program: Public Park Pavilions and Service Facility Who: Gehry Partners
A200
In close collaborative with the landscape architects, the design for 3 distinct structural bridges was developed for an educational park atop an existing water storage facility along the Los Angeles River corridor. 3D visualization was completed for city Design Review Board submittal and documentation was completed for permitting approvals.
E
L A R I V E R PA R K PAV I L I O N S
C
D
E
A 3
HEADWORKS RESERVOIR RESTORATION PARK
SPECIFIED MESH CANOPY
A411
B
C
D
E 1 4"
1 3'8" MAX SPACING
6001 Forest Lawn Dr Los Angeles, CA 90068
3' O.
C. TY
P.
RO ST
1
NG
PRIME, MEP ENGINEERING, ARCHITECT OF RECORD 600 Wilshire Blvd. Ste 750 Los Angeles, CA. 90017 Tel: 213.457.2200
3.5" OD CONCENTRIC CURVED PIPE, AND PAINTED
2
HEADWORKS RESERVOIR RESTORATION PARK
NG
RO
ST
6001 Forest Lawn Dr Los Angeles, CA 90068
3'-6"
LANDSCAPE ARCHITECT 5900 Wilshire Boulevard Suite 2375 Los Angeles, CA. 90036 Tel: 323.387.3598
NOT IN USE
CIVIL ENGINEERING 448 S. Hill St. Suite 1008 Los Angeles, CA. 90013 Tel: 310.957.6100 3.5" OD RADIAL CURVED PIPE, AND PAINTED
NOT IN USE
1
PRIME, MEP ENGINEERING, ARCHITECT OF RECORD 600 Wilshire Blvd. Ste 750 Los Angeles, CA. 90017 Tel: 213.457.2200
2
DESIGN ARCHITECT 12541 Beatrice Street Los Angeles, CA. 90066 Tel: 310.482.3000 MAGNUSSON KLEMENCIC ASSOCIATES STRUCTURAL ENGINEERING 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 206.292.1200 3.5" OD GALVANIZED AND PAINTED SUPPORT STRUT CONNECTED TO RADIAL RIBS AND CONCENTRIC PIPES.
℄
3
EXPLODED AXON
02
CURVED EDGE ANGLE 2X2 HSS BOTTOM RAIL BEYOND 2X2 HSS POST BEYOND
12
SCALE N/A
NOT FOR CONSTRUCTION No.
Date
Description
1
04/30/2021
15% SD BRIDGES
SCALE N/A
09
06
GUSSET PLATE, SEE STRUCTURAL
℄
CONNECTOR BRIDGE
1
℄
CONNECTOR BRIDGE
WEST BRIDGE EXTERIOR SYSTEMS
03
D
1/16"=1'
A410
E
NOT IN USE
NOT IN USE
Exploded Assembly Axonometric
NOT IN USE
STEEL PLATE FOR BOLTED CONNECTION, 1 4" SEE STRUCTURAL.
℄
℄
SCALE N/A
11
05 INNER EDGE GUARDRAIL PLAN
02
1 4"
1 4"
2"
3 2X6 16 " WELDED WIRE MESH, GALVANIZED, PAINTED.
2
℄
4x12 WESTERN RED CEDAR DECKING
NOT IN USE
VARIES 5"
VARIES
GALVANIZED, PAINTED CURVED EDGE ANGLE GUSSET PLATE, SEE STRUCTURAL
B
C
SCALE 1 1/2" = 1'-0" D
PAINTED STEEL BEAM, SEE STRUCTURAL
℄
PAINTED STEEL BEAM, SEE STRUCTURAL
COLUMN FOOTING
10
1
04/30/2021
15% SD BRIDGES
T.O. DECK +534'-0"
2
T.O. STEEL +533'-6"' 8
2"
SECURE SLEEPER TO STUD WITH S.S. NUT
℄
PAINTED STEEL BEAM, SEE STRUCTURAL SCALE 1 1/2" = 1'
08 PLANKING
1 2" COMPRESSIBLE FILLER
GUSSET PLATE, SEE STRUCTURAL
A
Description
STRUCTURAL
1 2" COMPRESSIBLE FILLER
SCALE Conceptual Rendering of Circular Bridge N/A
Date
11
3X6 SPECIFIED SLEEPER, SHIM AS REQUIRED.
℄
No. 3
PAINTED STEEL 3X6 SPECIFIED SCALE SLEEPER,PLANKING MITER EDGE CONNECTION COLUMNS, SEE SHIM AS6"REQUIRED. =1'-0"
MESH PANEL OVERLAPPINGVARIES CONNECTION
09 ROOF INNER PERIMETER EDGE, TYP.
MODIFY SLEEPER WHERE REQUIRED TO KEEP DECKING LEVEL, TYP.
4
GALVANIZED, PAINTED 3 CURVED EDGE ANGLE SEE STRUCTURAL DWGS
SCALE 1 1/2" = 1'-0"
3x6 SPECIFIED SLEEPER BELOW
HSS 6X2
VARIES
NOT FOR CONSTRUCTION
T.O. DECK +534'-0"
1" 82
T.O. DECK +534'-0"
3.5" OD SUPPORT STRUT, PAINTED.
1/2" LAG SCREW WITH 12" MIN. EMBEDMENT INTO SUBSTRUCTURE. COUNTERSUNK SCREW TO BE FLUSH WITH DECK
COLUMN BEYOND CURVED STEEL PLATE BOLTED RADIAL 6X2 HSS.TO GALVANIZED, PIPE,PAINTED SEE AND STRUCTURAL 4X12 WESTERN RED CEDAR 3.5" OD DECKING RADIAL PIPE
SIM.
℄
A412
3.5" OD CONCENTRIC PIPE 3
℄
11 12
3
TAB, PAINTED.
COLUMN BEYOND 3
℄
3 2X6 16 " WELDED WIRE MESH, STEEL GALVANIZED, BRACKET PAINTED. SLEEVE FASTENED ON
3'-6" MIN.
3'-6" MIN.
2X2 HSS TOP RAILING AND POST, GALVANIZED AND PAINTED
WELDED STRUCTURAL TAB FOR BOLTED STRUT CONNECTION
ASSOCIATES, INC. WATERPROOFING 225 South Lake Avenue, Suite 500 Pasadena, CA 91101 626.696.4650
1" GALVANIZED STEEL SPECIFIED S.S. MESH ANGLE FRAME, MECHANICALLY FASTENED CONNECTION TO HSS POST,PLATE PAINTED FOR MESH 2X2 HSS TOP RAILING ATTACHMENT WELDED AND POST, GALVANIZED TO STEEL BRACKET AND PAINTED
1" GALVANIZED STEEL FRAME, MECHANICALLY FASTENED TO HSS POST
℄
3.5" OD RADIAL CURVED PIPE, PAINTED.
12
GUSSET PLATE BELOW, SEE SCREW AND WASHER STRUCTURAL ATTACHMENT OF SPECIFIED METAL MESH INTO SCALE FLAT 1 1/2" PLATE. = 1'-0" CONNECTION
2 1'-4"
4 A411
2X2 HSS BOTTOM RAIL, 3.5" OD SUPPORT GALVANIZED, PAINTED. STRUT, PAINTED. 1" GALVANIZED STEEL FRAME, MECHANICALLY SCALEFASTENED TO CANOPY OUTSIDE Key Plan PERIMETER EDGE HSS POST.6" =1'-0"
℄
SCALE N/A
08
STAINLESS STEEL MESH ATTACHED TO CONCENTRIC METAL PIPE
PAINTED SUPPORT STRUT CONNECTED TO RADIAL RIBS AND CONCENTRIC PIPES. 2 WISS, JANNEY, ELSTNER
3 2X6STEEL WIRE SEE MESH, 16" WELDED ENDPLATE, GALVANIZED, PAINTED. STRUCTURAL.
CANOPY PIPE CONNECTION
SCALE N/A
PIPE TO PIPE CONNECTOR BRACKET
PIPE, PAINTED. DESIGN ARCHITECT 12541 Beatrice Street Los Angeles, CA. 90066 Tel: 310.482.3000
MAGNUSSON KLEMENCIC ASSOCIATES STRUCTURAL ENGINEERING 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 206.292.1200 3.5" OD GALVANIZED AND
3'-0" O.C., TYP.
A411
3.5" OD RADIAL CURVED
2
WELDED STRUCTURAL TAB FOR BOLTED STRUT CONNECTION.
5"
C
01
3/4" = 1'-0"
3.5" CONCENTRIC 6 CURVED PIPE, PAINTED
℄
CURVED STEEL PLATE PERIMETER BEAM BELOW, BOLTED TO RADIAL SEE STRUCTURAL PIPE, SEE STRUCTURAL
℄
SCREW ATTACHMENT OF SPECIFIED METAL MESH INTO CONCENTRIC PIPE.
9 CIVIL ENGINEERING A411 448 S. Hill St. Suite 1008 Los Angeles, 3.5" CA.OD 90013 CONCENTRIC Tel: 310.957.6100 CURVED PIPE, PAINTED.
3.5" OD RADIAL PIPE PAINTED.
1" 82
03
Scale: AS NOTED 04/30/2021 Date: GP Drawn: Checked: KR Project No.: 1806
AXON KEYPLAN
CONNECTION PLATE FOR MESH ATTACHMENT WELDED TO STEEL BRACKET
℄
02
C
1
SPECIFIED S.S. MESH
STEEL BRACKET SCALE SLEEVE FASTENED ON TAB, PAINTED. 1 1/2" = 1'-0"
GUARDRAIL ELEVATION DETAIL 4
SCREW ATTACHMENT OF SPECIFIED METAL MESH INTO FLAT CONNECTION PLATE.
3.5" OD CONCENTRIC PIPE
3/16" = 1'-0"
SPECIFIED MESH CANOPY
SECTION
LANDSCAPE ARCHITECT SPECIFIED 5900 Wilshire Boulevard Suite 2375 MESH CANOPY B Los Angeles, CA. 90036 Tel: 323.387.3598
A
GUARDRAIL ASSEMBLY
SCALE N/A
B
T.O. DECK +534'-0"
WISS, JANNEY, ELSTNER ASSOCIATES, INC. WATERPROOFING 225 South Lake Avenue, Suite 500 Pasadena, CA 91101 626.696.4650
Key Plan
PAINTED STEEL COLUMNS, SEE STRUCTURAL
A
2"
NOT IN USE
SCALE 1 1/2" = 1'-0"
04 OUTER EDGE GUARDRAIL E
01
WEST BRIDGE EXTERIOR SYSTEMS AND DETAILS 4 CENTERLINE OF RADIAL RIB ABOVE. Scale: AS NOTED 04/30/2021 Date: Drawn: GP Checked: KR Project No.: 1806
A412 Enlarged Section Through Bridge
12'-6" 8'-0"
8'-0"
FINISHED FLOOR +498'-0" FINISHED GRADE SEE LANDSCAPE
C
B
8
D
C
E
D
8
A431
A431 TOP OF STEEL +577'-6"
14'-10"
14'-10" 14'-10"
10
HEADWORKS RESERVOIR RESTORATION PARK
6001 Forest Lawn Dr Los Angeles, CA 90068
6001 Forest Lawn Dr Los Angeles, CA 90068
14'-10"
A431
A420
EQ.
EQ.
69'-11"
3 A420 T.O. PARAPET +526'-3"
2
2
CANOPY STRUCTURE BEYOND
A420
2
CUTOUT LETTERING (LETTER PROFILE TO BE PROVIDED BY DESIGN ARCHITECT) 16'-0"
12'-10"
12'-10"
12'-10"
HEADWORKS RESERVOIR RESTORATION PARK 10
A431
12'-10"
4
E
EQ.
A
10'-1"
B
STAINLESS STEEL CORRUGATED METAL CLADDING TUBE STEEL METAL MESH GATE SUPPORTED BY TUBE STEEL FRAME
1
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
28'-6"
A
B
C
D
E 3D WIRE FENCE BEYOND (REFER TO LANDSCAPE)
T.O. PARAPET / B.O. CANOPY +510'-3" TUBE STEEL FRAME 3D WIRE FENCE BEYOND (REFER TO LANDSCAPE)
GATE STABALIZING POSTS GATE OPERATOR
3D WIRE FENCE INFILL PANEL
3
MOTORIZED ROLLING GATE
1
LOCKING MECHANISM
A422
A420
3
GATE CLOSING GUIDE BRACKET
A421
CHAIN OR RACK
9
EQ.5" 3'-2 8
EQ. EQ.
EQ. EQ.
EQ. EQ.
EQ. EQ.
EQ. EQ.
EQ. EQ.
EQ. EQ.
58'-7"
58'-7"
EQ. EQ.
EQ. EQ.
EQ. EQ.
EQ. EQ.
EQ. EQ.
5" EQ. 3'-2 EQ. EQ. 8
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
12'-6"
LANDSCAPE ARCHITECT 5900 Wilshire Boulevard Suite 2375 Los Angeles, CA. 90036 Tel: 323.387.3598
3'-25 8"
2
2
A421
8'-0"
A422 8'-0"
LANDSCAPE ARCHITECT 5900 Wilshire Boulevard Suite 2375 Los Angeles, CA. 90036 EQ. EQ. EQ. EQ. EQ. EQ. 3'-25" EQ. Tel:8 323.387.3598
3'-25 8"
12'-6"
A431
5" 3'-28
3'-25 8"
PRIME, MEP ENGINEERING, ARCHITECT OF RECORD 600 Wilshire Blvd. Ste 750 Los Angeles, CA. 90017 Tel: 213.457.2200
EQ.
12'-10"
9
A431
3'-25 8"
PRIME, MEP ENGINEERING, ARCHITECT OF RECORD 600 Wilshire Blvd. Ste 750 Los Angeles, CA. 90017 Tel: 213.457.2200
12'-0"
12'-0"
12'-0"
12'-0"
12'-10"
12'-10"
1 12'-10"
1
FINISHED FLOOR +498'-0"
58'-7"
58'-7"
FINISHED GRADE SEE LANDSCAPE
CIVIL ENGINEERING 448 S. Hill St. Suite 1008 Los Angeles, CA. 90013 Tel: 310.957.6100
T.O. PARAPET +526'-3"
STAINLESS STEEL CORRUGATED METAL FACADE
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
3'-25 8"
WISS, JANNEY, ELSTNER ASSOCIATES, INC. WATERPROOFING 225 South Lake Avenue, Suite 500 Pasadena, CA 91101 626.696.4650
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
3'-25 8"
STAINLESS STEEL COUNTERTOP
Key Plan
EAST TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE)
02
1/8" = 1'-0"
DRAIN LEADER (CONNECT TO 8 UNDERGROUND DRAIN)
A421
A421
5 BY PASS WINDOW OFFICE 01
20
A650
WEST ELEVATION 1/4" = 1'-0"
1" 3'-32
498'-0"
COVERED OUTDOOR AREA 08
FINISHED FLOOR +498'-0" FINISHED GRADE SEE LANDSCAPE
EQ
1" 3'-32
1" 3'-32
3'-2"
CORRIDOR 03
16
1" 3'-32
6'-0"
C
10'-8"
HAND DRYER
A650
EAST ELEVATION
04
6'-0"
1/4" = 1'-0"
498'-0"
13
3'-8"
B
498'-0"
11
EQ
A421
A431 A
18
10
4
CHARGING STATION
2 4
PERIMETER PARK FENCE
19
A650
12
FINISHED GRADE SEE LANDSCAPE 7
3
8' FENCE (SEE LANDSCAPE)
17
A421
POWERED ROLLING SHUTTER ABOVE
TUBE STEEL METAL MESH GATE SUPPORTED BY TUBE STEEL FRAME
JANITOR 02
9
1/8" = 1'-0"
3
15'-6"
PERIMETER PARK FENCE
FINISHED FLOOR +498'-0"
03
7
4'-0" PTAC UNIT
STAINLESS STEEL COUNTER
SITE FURNISHINGS SHOWN FOR REFERENCE ONLY, TYP. TO BE PROVIDED BY OPERATOR
A420
3
498'-0"
6 A421
9 A421
Key Plan
EAST TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE)
T.O. PARAPET / B.O. CANOPY +510'-3"
DRAIN LEADER ROLLING GATE (CONNECT TO & OPERATOR UNDERGROUND DRAIN) BEYOND
3D WIRE FENCE BEYOND (REFER TO LANDSCAPE)
DRAIN LEADER (CONNECT TO UNDERGROUND DRAIN)
498'-0"
497'-9" HOLLOW METAL DOOR
T.O. PARAPET / B.O. CANOPY +510'-3"
7
02
SCUPPER
30'-0" 497'-9"
58'-7"
58'-7"
STAINLESS STEEL CORRUGATED METAL CLADDING
103'-0"
DOWNSPOUTS TO UNDERGROUND STORMDRAIN
2 4
EMERGENCY CALL BOX SEE LANDSCAPE
EDGE OF CANOPY ABOVE
28'-6"
WISS, JANNEY, ELSTNER ASSOCIATES, INC. WATERPROOFING 225 South Lake Avenue, Suite 500 5" EQ. Pasadena, CA 91101 EQ. EQ. EQ. EQ. EQ. EQ. 3'-28 626.696.4650
EDGE OF SLAB / GRADE BEAM
6'-0"
5" 3'-28
MAGNUSSON KLEMENCIC ASSOCIATES STRUCTURAL ENGINEERING 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 206.292.1200
TRASH SEE LANDSCAPE
FOOTING BELOW SEE STRUCTURAL
INFORMATION COUNTER W/ SLIDING WINDOW AND ROLL-DOWN SHUTTER
12'-3"
12'-0"
12'-0"
TAPESTRY PANEL BEYOND
MAGNUSSON KLEMENCIC ASSOCIATES STRUCTURAL ENGINEERING 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 206.292.1200
PET WASTE RECEPTACLE SEE LANDSCAPE
TUBE STEEL METAL MESH GATE SUPPORTED BY TUBE STEEL FRAME
12'-4"
DESIGN ARCHITECT 12541 Beatrice Street Los Angeles, CA. 90066 Tel: 310.482.3000
3'-0"
DESIGN ARCHITECT 12541 Beatrice Street Los Angeles, CA. 90066 Tel: 310.482.3000
T.O. PARAPET +526'-3"
CONCRETE APRON (SEE LANDSCAPE)
9'-0"
2
8'-0"
12'-10"
12'-10"
STEEL COLUMN BEYOND
Pavilion Elevation
9 A420
9'-2"
14'-10"
STRUCTURAL CABLE
TAPESTRY ART PANELS ALIGNED WITH STRUCTURAL CABLES
1 A421
15'-6"
2
12'-10"
2
12'-10"
14'-10"
1 A422
1/8" = 1'-0"
CIVIL ENGINEERING 448 S. Hill St. Suite 1008 Los Angeles, CA. 90013 Tel: 310.957.6100
2 A430
1 3
4 A422
16'-0"
03
1 3
SOUTH TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE)
28'-6"
03
1/8" = 1'-0"
SOUTH NORTH TAPESTRY TAPESTRY CONCEPT CONCEPT ART ELEVATION ART ELEVATION (NORMAL (NORMAL TO PYRAMID TO PYRAMID PLANE) PLANE) 04 1/8" = 1'-0" 1/8" = 1'-0"
12'-6"
04
NORTH TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE)
14
15
D
E
1% DOWNSLOPE
TOP OF STEEL +543'-0"
7'-4" 498'-0"
NORTH ELEVATION
MOTHER'S ROOM 06
FD TYP.
498'-0"
SOUTH ELEVATION
51'-2"
NORTH ELEVATION SOUTH ELEVATION
10'-0"
GUSSET PAINTED STEEL BOTTOM BEAM SEE STRUCTURAL
5
STEEL COLUMN
EAST ELEVATION
EAST ELEVATION
NOT FOR CONSTRUCTION
NOT FOR CONSTRUCTION
FD TYP.
1% DOWNSLOPE
3
No.
GUARDRAIL
1
Date
04/30/2021
Description
No.
15% SD BRIDGES
1
Date
04/30/2021
A650
8
RESTROOM 04
Description
6
3
7
FD TYP.
15% SD BRIDGES
3
25'-4"
497'-9"
498'-0" 8'-8"
EAST BRIDGE EXTERIOR SYSTEMS
EAST BRIDGE EXTERIOR SYSTEMS
EAST BRIDGE SECTION
A
C
EAST BRIDGE SECTION
05
1/2" = 1'-0"
B
D
Scale: AS NOTED 04/30/2021 Date: GP Drawn: Checked: KR Project No.: 1806
EAST BRIDGE AXON LOOKING NW
01
1/2" = 1'-0"
NTS
C
E
D
A430
EAST BRIDGE AXON LOOKING NW
01
NTS
Scale: AS NOTED 04/30/2021 Date: GP Drawn: Checked: KR Project No.: 1806
A430
B
17'-47 8"
1'-6"
DRAIN LEADER (CONNECT TO UNDERGROUND DRAIN)
498'-0"
498'-0" 3'-8"
6'-0"
20'-4"
4 MOTORIZED ROLLING GATE
GATE STABALIZING POST
WHEEL TRACK TRASH SEE LANDSCAPE
GATE OPERATOR
CAD DATABASE WORKPOINT COORDINATES PROVIDED TO LOCATE PAVILION. SEE LANDSCAPE DRAWINGS FOR COORDINATION OF CAD DATABASE AND CIVIL SURVEY INFORMATION.
77588850.11" 22543075.11"
PET WASTE RECEPTACLE SEE LANDSCAPE CONCRETE APRON (SEE LANDSCAPE)
CAD DATABASE WORKPOINT COORDINATES PROVIDED TO LOCATE PAVILION. SEE LANDSCAPE DRAWINGS FOR COORDINATION OF CAD DATABASE AND CIVIL SURVEY INFORMATION.
E
01
PLAN 1/4" = 1'-0"
Pavilion Plan
Conceptual Rendering of Metal Tapestry Bridge A
498'-0"
22
23
4
77587617.32" 22543164.21"
Section at Metal Mesh Canopy
℄
CHANGING STATION
FD TYP.
497'-9"
A650
2'-6"
DRAIN LEADER (CONNECT TO UNDERGROUND DRAIN)
24
FAMILY RESTROOM 05
1'-6"
TOP OF BRIDGE DECK +531'-0"
STORAGE 07
21
DRINKING FOUNTAIN
1" 7'-58
4
℄
TRASH RECEPTACLE
DRAIN LEADER (CONNECT TO UNDERGROUND DRAIN)
8'-0"
4
8'-93 4"
4
5'-0"
6'-0"
HAND DRYER
498'-0"
8' FENCE SEE DETAILS ON A422
B
COUNTERTOP CHANGING STATION
FD TYP.
A431
05
℄
8' FENCE (SEE LANDSCAPE)
1
29'-8"
2
EQ.
A650
3'-0"
4
EQ.
1
0
1'
2'
4'
D
A
E
8
14'-10"
14'-10"
10
B
C
D
E
HEADWORKS RESERVOIR RESTORATION PARK
A431 TOP OF STEEL +577'-6"
A431
12'-10"
12'-10"
6001 Forest Lawn Dr Los Angeles, CA 90068
PRIME, MEP ENGINEERING, ARCHITECT OF RECORD 600 Wilshire Blvd. Ste 750 Los Angeles, CA. 90017 Tel: 213.457.2200
12'-0"
12'-0"
12'-10"
12'-10"
1
9 A431
5" 3'-28
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
3'-25 8"
3'-25 8"
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
58'-7"
04
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
LANDSCAPE ARCHITECT 5900 Wilshire Boulevard Suite 2375 Los Angeles, CA. 90036 Tel: 323.387.3598
3'-25 8"
58'-7"
NORTH TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE)
03
1/8" = 1'-0"
SOUTH TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE) 1/8" = 1'-0"
CIVIL ENGINEERING 448 S. Hill St. Suite 1008 Los Angeles, CA. 90013 Tel: 310.957.6100
2 A430
14'-10"
12'-10"
2
DESIGN ARCHITECT 12541 Beatrice Street Los Angeles, CA. 90066 Tel: 310.482.3000
STRUCTURAL CABLE
MAGNUSSON KLEMENCIC ASSOCIATES STRUCTURAL ENGINEERING 1301 Fifth Avenue, Suite 3200 Seattle, WA 98101 206.292.1200
12'-10"
TAPESTRY ART PANELS ALIGNED WITH STRUCTURAL CABLES
STEEL COLUMN BEYOND
12'-0"
TAPESTRY PANEL BEYOND
5" 3'-28
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
WISS, JANNEY, ELSTNER ASSOCIATES, INC. WATERPROOFING 225 South Lake Avenue, Suite 500 Pasadena, CA 91101 626.696.4650
3'-25 8"
58'-7"
02
Key Plan
EAST TAPESTRY CONCEPT ART ELEVATION (NORMAL TO PYRAMID PLANE) 1/8" = 1'-0"
7
3
A431 TOP OF STEEL +543'-0" GUSSET PAINTED STEEL BOTTOM BEAM SEE STRUCTURAL STEEL COLUMN
NORTH ELEVATION SOUTH ELEVATION
EAST ELEVATION
NOT FOR CONSTRUCTION
GUARDRAIL
1
No.
Date
Description
1
04/30/2021
15% SD BRIDGES
1/8” Scale Model
A431
4
TOP OF BRIDGE DECK +531'-0"
8'
NORTH
C
ELECTRIC CHARGING OASIS Electric Oasis is a rapidly deployable concept that re-imagines existing gas stations as charging hubs for electric vehicles. Tree-like steel canopies provide shade from the hot California sun at a site outside Los Angeles. The canopy foundations house a remediative aeration system to clean up ethanol contamination from old fuel storage tanks.
When: Developed Winter 2022-2023 Where: Buttonwillow, California Program: Electric Vehicle Charging Station and Commercial Park Who: Level Studio
Site Plan
Shade Canopies
Elevated Paths
Resiliency Hubs
Canopy Module Breakdown
STAG
ING
ARE
A
Paving, Sm. Canopies and Building 1 12 Weeks
Foundation
Remediation Infrastructure 13 Weeks
Cast Structural Column
Canopy
Existing Site Assessment 6 Weeks
Canopy Module Detail Section
Elevated Pathways, Buildings 2 + 3 12 Weeks8 Weeks
LG Canopies Erected and Landscaping 14 Weeks
Site Sequencing Diagrams
View Looking East at Drive Aisle
04
05
10
09
07 01 02
08
03
06
07 03
Cast Canopy Column Pan Detail
Cast Canopy Column Section w/ Armature Attachment Detail
View Looking East Through Allee
03 05 04 02
03
1. 2. 3.
Cast steel inner honeycomb structural column Adaptive outer cells Fluted cover plates
4. 5. 6. 7. 8. 9. 10.
Elevated path Walkway support arms Alignment pins Inverted cover-plate for exposed structure Bolted connections Integrated structural connection points Cast Connex universal pin connector w/ integrated Diablo bolted splice plate Straight tube w/ integrated Diablo bolted splice plate at both ends. Length sized as required
11.
03 01 02 04
02 04
03 07
Detail Axonometric
SCHOOL OF MEDICINE The project involved extensive re-programming to achieve the client’s pedagogical goals. This was done in a series of work-shopping events. In addition to working on concepts for the program and massing, presentation documentation work was completed for zoning variances and design review board application.
Massing Studies
When: Completed Spring 2020 Where: Pasadena, California Program: Academic Medical Teaching and Student Center Who: Yazdani Studio of Canon Design
Rendered Site Plan for DRB Review
Facade Area Take-offs HEIGHT AVERAGING DIAGRAM
HIGH ROOF
= 907.73’
LEVEL 4 ROOF = 891.06’
Convening Stair Study
HEIGHT MEASURED FROM LOW POINT = 832.72’ LEVEL 1 FIN. FL.
= 840.06’
Height Averaging Diagram FOR DRB Review
Teaching and Office Space Planning Studies
Sun Exposure Studies
PROFESSIONAL Interior Fit-Out Spaces
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When: Developed winter 2018-spring 2019 Where: Jerusalem, Israel Program: Museum Trustees Conference Center and Ballroom Who: Yazdani Studio of Canon Design
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Working within an existing shell, the trustees conference center is a space within the Museum of Tolerance Jerusalem. While needing to function as a conference center for the board’s yearly meeting, the space also needed to perform as a theater viewing room. Development and rationalization of the ceiling geometry was critical to achieve a high end aesthetic while maintaining efficiency of costs.
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INTERIORS Working within an existing shell, the trustees conference center is a space reserved for high contributing donors and board members for the Museum of Tolerance Jerusalem. While needing to function as a conference center for the board’s yearly meeting, the space also needed to function as a theater viewing room for showcasing upcoming projects for which the client is constantly seeking donations. Development and rationalization of the ceiling geometry was critical to achieve the aesthetic in budget. developed winter 2018 - spring 2019 Geometry Control Diagram
35 Hillel Street, City Center Jerusalem, Israel
1901 Avenue of the Stars, Suite 175 Los Angeles, California 90067 T: 310.229.2700 F: 310.229.2800
Baltimore ■ Boston ■ Buffalo ■ Calgary ■ Chicago Houston ■ Los Angeles ■ Mumbai ■ New York ■ Phoenix St. Louis ■ San Francisco ■ Shanghai ■ Toronto Vancouver ■ Victoria ■ Washington DC
AUDIO-VISUAL ELECTROSONIC SYSTEMS, INC. 3320 N. SAN FERNANDO BLVD. BURBANK, CA 91504 USA +1 (818) 333-3603 LIGHTING DESIGNER HORTON LEES BROGDEN LIGHTING DESIGN 8580 WASHINGTON BOULEVARD CULVER CITY, CA 90232 +1 (310) 837.0929 15AA
ACOUSTICAL ENGINEERING ACOUSTIC DIMENSIONS 145 HUGUENOT STREET, SUITE 406 NEW ROCHELLE, NY 10801 +1 (914) 712-1300
15AA F1Y02A
ST02 VERT.
MEDIA PRODUCER CORTINA PRODUCTIONS 1651 OLD MEADOW ROAD, SUITE 400, MCLEAN, VA 22102 +1 (703) 556-8481
15AA
F1S05A
05DB
07CA
07DA
F1S06A
DN
10AA
STRUCTURAL ENGINEER YARON-SHIMONI-SHACHAM CONS ENGRS HAMASGER 38 ST, PO BOX 57047 TEL AVIV, ISRAEL 61570 +972 (3) 537-4844
F1 K06A
07DA
15AA
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05AB
F1 H08A
15AA
DN
E03
08AA
SS 06D
F1 R05A
15AA
15AA
05AB
05AA
F1K05
05AB
05DB
MECHANICAL ENGINEER HRVAC 14 HA'OMANIM STREET TEL AVIV, ISRAEL 67897 +972 (52)345-4021
A
08AA 08AA
ELECTRICAL ENGINEER R. COHEN AND ASSOCIATES 42 MENACHEM BEGIN STREET RAMAT GAN, ISRAEL 52462 +972 (3) 612-4888
07DA F1K01A 05AB
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F1 K01B
10AA
11AA
08BA
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F1 R04A
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F1K04
F1 R02A
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07DA
05BA
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F1 K03A
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PLUMBING ENGINEER AMNON YOSHA CONSULTING ENGINEERS 5 HA'MARPE STREET JERUSALEM, ISRAEL 91450 +972 (74) 787-0000 Fire Life Safety Engineer ALDAAG CONSULTING ENGINEERS 17 HARAV-NISSIM STREET RAANANA, ISRAEL 43228 +972 (9) 742-2031
F1 R01A
07DA
05AB
10AA
ACCESSIBILITY CONSULTANT YUTZHAK LAIWAND 77/35 AYALSTREET, PO BOX 48179 JERUSALEM, ISRAEL 91481 +972 (2) 678-9941
05EB
ELEVATOR CONSULTANT V.I.S. ENGINEERING LTD 4C HAZORAN STREET NATANIA, ISRAEL 42506 +972 (9) 885-7472
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05AA
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+5.50
15AA
SL01
PROPOSED PROJECT AREA 586.78 m2
No.
SL01
Date
DETAIL DESIGN DOCUMENT
03-04-2019
05DB
DN
Description
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Drawing Title:
OVERALL F1 FLOOR PLAN
1
Key Plan
OVERALL FLOOR PLAN 1 : 150
Project No.:
030080.22
Checked by:
Checker
A 010 © Cannon Design 2011
Option 1: Ballroom Ceiling ‘Pleat’ Concept
Option 2: Ballroom Ceiling ‘Slat’ Concept
MODULAR HOME The home of the future has become more versatile, functional, and mobile than ever before. Domestic tasks have evolved with people both working and recreating from home— all while on the move. The changes in climate have also encouraged an independence and reliance on individuals and their homes, to produce more of the food they rely on. The flexibility of remote work and school has allowed families to rekindle their connection to nature as they choose temporary sites to live throughout the year.
PR
AT IV C
E
OM
M
UN A
AL
I NC
LL
AR
Y
When: Developed Winter 2021 Where: Rural America Program: Modular Home Who: Level Studio
Media Module Alternative Uses
MEDIA MODULE KITCHEN MECH. CLOSET
DINING
LIVING
FARM PREP STATION
CHILDREN’S ROOM
BATH
BEDROOM
Plan
Solarium Food Growing Station
Section Through Central Solarium
Exterior Porch Perspective
Modular Construction Details
URBAN TIMBER EXHIBITION Based on traditional post and beam timber framing M2X3 seeks to push the system by combining modern wood engineering techniques of glu-lam and LVL while capitalizing on wood’s natural bending qualities. Wood bending tests were completed and close coordination was done with fabricators to develop the jigs to make the final product. The work was completed and researched as part of ‘Urban Timber’ a gallery show hosted at the BSA.
When: Completed summer 2014 Where: Boston, Massachusetts Program: Timber Exhibition Install Who: Level Studio
Exhibition Plan Proposal
Post and Beam Bending Modifications
Conceptual Proposal for Mid-rise Application
Geometry Type Diagrams
Concealed Connection Detailing
BENDING DIAGRAM
1/2”
1/4”
1/8”
ELEVATION
1/8”
1/8” 1/4” 1/2” 1/4” 1/2”
PLAN
SCREEN
ARM
LEG
Cylindrical Jig developed with Fabricator
Wood Bending Tests
Installation at Storefront