2008 - 2020
LOS ANGELES COUNTY DEPARTMENT OF MENTAL HEALTH
Concept Rendering
Concept Rendering
Concept Rendering
Concept Rendering
Concept Rendering
LANDMARK II TOWER
9665 WILSHIRE OFFICE BULDING
ARB-1.2
PROPOSED SITE PLAN
9601 WILSHIRE BL
PLANTER RE: LANDSCAPE
ALLEY
157'-6"
(E) F.D.C.
DN
LINE OF BUILDING ABOVE LP
(E) SCULPTURE, RELOCATED AL K SI DE W
PLANTER RE: LANDSCAPE
EL. 250' - 0" F.F. 3-7 LOT APN EL. 250'4343021019 - 0" F.F. AREA 36,650 SF
(E )
DN
CL
75'-0"
9665 WILSHIRE BL EXISTING 11-STORY OFFICE BUILDING WITH 4 LEVELS OF SUBTERRANEAN PARKING GARAGE
CONCRETE SITE WALL, TYP.
PARKING GARAGE ENTRANCE
PLAZA
EL. 250' - 0" F.S.
LINE OF CANOPY ABOVE
RE
EXISTING ONE-STORY PAVILION EL. 250' - 0" F.F.
W IL SH I
RAMP DOWN
LP
62'-7" (E) SIDEWALK
EL. 250' - 0" F.S. (E) PALM TREE CL
(E) PALM TREE (3)
PLANTER RE: LANDSCAPE
LP
(E) CURBCUT
CONCRETE STAIR
CL
34'-6" 43'-11"
354 N BEDFORD DR
BL
9'-5"
C-1
LP
EL. 249' - 0" F.S.
P-1
BEDFORD DR
WATER FEATURE
DEMOLISHED OR REMOVED
CONCRETE STAIR
05.1673 .000
PLANTER RE: LANDSCAPE
PAVER / HARDSCAPE, TYP.
ARB-1.2 0
3/2/2018 12:27:22 PM
Proposed Site Plan 25
30
50
N 100
1
Site Plan - ARB 1/16" = 1'-0"
Architectural Commission Submission | 9665 Wilshire | Beverly Hills, CA | 05 March 2018
9665 WILSHIRE
ARB-0.5
PROJECT SCOPE
5
2
4 DR ORD F D E B
NORTHWEST CORNER
Architectural Commission Submission | 9665 Wilshire | Beverly Hills, CA | 05 March 2018
1
5 3 4 BED FOR D DR
2
1
1
WILSHIRE BLVD
SOUTHWEST CORNER
05.1673 .000
3
WILSHIRE BLVD
1. PLAZA 2. GROUND-LEVEL GLAZING 3. ENTRY CANOPY, ENTRY LOBBY and ELEVATOR LOBBIES 4. PAVILION 5. VEHICULAR APPROACH + VALET
ARB-3.5 11"
DETAILS
D
D
1"
FACE-LIT SIGNAGE, REF: SIGNAGE DWGS.
6"
07 92 00.A00 JOINT SEALANT
.090 BRAKE FORMED ALUMINUM CLADDING PREFIN W/ BOD COLOR FINISH: MATTE BLACK
1' - 0"
05 12 00 STRUCTURAL STEEL FRAMING
1' - 6"
1' - 4"
06 16 00 SHEATHING
1' - 6"
07 13 26.A00 SHEET MEMBRANE WATERPROOF
________ ________ 04 ARB-3.5
1' - 0"
.090 BRAKE FORMED ALUMINUM CLADDING PREFIN W/ BOD COLOR FINISH: MATTE BLACK
07 13 26.A00 SHEET MEMBRANE WATERPROOF
1/2" THICK SINGLE LAYER LAMINATED GLAZING W/ ALUM GLAZING CHANNEL ATTACHED TO GLASS & CAP W/ CONCEALED FASTENER
LOW VOLTAGE ELECTRICAL FEED, REF: ELECT DWGS.
1/2" THICK SINGLE LAYER LAMINATED GLAZING W/ ALUM GLAZING CHANNEL ATTACHED TO GLASS & CAP W/ CONCEALED FASTENER
________ ________ 03 ARB-3.5
06 16 00 SHEATHING 8" 11"
05 12 00 STRUCTURAL STEEL FRAMING
05 40 00.A00 COLD-FORMED METAL FRMG
3"
10' - 6" 11' - 5"
9"
03 DT CANOPY FASCIA 3" = 1'-0"
METAL PANEL
01 DT ENTRY CANOPY 1" = 1'-0"
D ________ ________ 01 ARB-3.5
04 DT CANOPY - FRAMING 3" = 1'-0"
6"
1' - 0"
Sim
ALUM GLAZING CHANNEL ATTACHED TO GLASS & CAP W/ CONCEALED FASTENER, TYP.
1/2" THK. SINGLE LAYER LAMINATED GLAZING
0" / 1'-
LEVEL M 262' - 6" CANOPY FRAMING W/ .090 BRAKE FORMED ALUMINUM CLADDING PREFIN W/ BOD COLOR FINISH: MATTE BLACK
(E) COLUMN W/ METAL CLADDING
________ ________ 05 ARB-3.6
________ ________ 06 ARB-3.6
LEVEL 1 250' - 0"
05 3D - MAIN ENTRY CANOPY
ARB-3.5
Details - Canopy & Main Entry
Architectural Commission Submission | 9665 Wilshire | Beverly Hills, CA | 05 March 2018
3/2/2018 4:34:43 PM
02 DT DOOR AT FRONT 1/2" = 1'-0"
9665 WILSHIRE
05.1673 .000
8' - 11"
18' - 0"
19' - 6"
1/4"
STREETSCAPE COLLAGE
05.1673 .000
ARB-0.8
Architectural Commission Submission | 9665 Wilshire | Beverly Hills, CA | 05 March 2018
BOARDWALK OFFICE TOWERS
Facade Studies
Matrix v2
4.
TRAMMELL CROW COMPANY | IRVINE, CA.
5.
6.
05.9400.000 | 06.01.2017 | PAGE 15
Connectivity // Efficiency // Flexibility
Bridging
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 18
Connectivity // Efficiency // Flexibility
Bridging
N
Single Tenant Test Fit of Typical Bridge Floor Plan (levels 3 & 7)
RENTABLE SF: 61,385 OVERALL GSF: 64,550 R.S.F. / GSF: 95% USABLE SF.: 56,182
USABLE SF: 56,182 185 USF/PERSON 304 OCCUPANTS TRADITIONAL OFFICE LAYOUT
TERRACE BELOW
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 19
Connectivity // Efficiency // Flexibility
Bridging
N
Single Tenant Test Fit of Typical Terrace Floor Plan (levels 4 & 8)
RENTABLE SF: 56,862 OVERALL GSF: 60,716 R.S.F. / GSF: 93% USABLE SF.: 53,132
USABLE SF: 53,132 122 USF/PERSON 438 OCCUPANTS CREATIVE OFFICE LAYOUT
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 20
Connectivity // Efficiency // Flexibility
Bridging
N
Multi-Tenant Test Fit of Typical Bridge Floor Plan (levels 3 & 7)
RENTABLE SF: 61,385 OVERALL GSF: 64,550 R.S.F. / GSF: 95% USABLE SF.: 53,542
USABLE SF: 4,150 99 USF/PERSON 42 OCCUPANTS CREATIVE OFFICE LAYOUT
USABLE SF: 16,184 153 USF/PERSON 106 OCCUPANTS TRADITIONAL OFFICE LAYOUT
USABLE SF: 14,052 200 USF/PERSON 70 OCCUPANTS TRADITIONAL OFFICE LAYOUT
USABLE SF: 5,410 120 USF/PERSON 45 OCCUPANTS CREATIVE OFFICE LAYOUT
TRAMMELL CROW COMPANY | IRVINE, CA.
TERRACE BELOW
USABLE SF: 13,746 196 USF/PERSON 70 OCCUPANTS TRADITIONAL OFFICE LAYOUT
05.9400.000 | 06.01.2017 | PAGE 22
Connectivity // Efficiency // Flexibility
Bridging
N
Multi-Tenant Test Fit of Typical Terrace Floor Plan (levels 4 & 8)
RENTABLE SF: 56,862 OVERALL GSF: 60,716 R.S.F. / GSF: 93% USABLE SF.: 48,104
USABLE SF: 12,675 186 USF/PERSON 68 OCCUPANTS CREATIVE OFFICE LAYOUT
USABLE SF: 7,686 126 USF/PERSON 61 OCCUPANTS TRADITIONAL OFFICE LAYOUT
438 OCCUPANTS APPROX. 53,132 SF 122 SF/PERSON
USABLE SF: 10,822 193 USF/PERSON 56 OCCUPANTS TRADITIONAL OFFICE LAYOUT
USABLE SF: 5,410 120 USF/PERSON 45 OCCUPANTS CREATIVE OFFICE LAYOUT
TRAMMELL CROW COMPANY | IRVINE, CA.
USABLE SF: 11,511 120 USF/PERSON 96 OCCUPANTS CREATIVE OFFICE LAYOUT
05.9400.000 | 06.01.2017 | PAGE 23
Lifestyle // Amenities
Lobby
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 27
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 24
Lifestyle // Amenities
Courtyard Park
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 33
Render 01
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 39
Render 02
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 40
Construction Photo 01
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 45
Construction Photo 06
TRAMMELL CROW COMPANY | IRVINE, CA.
05.9400.000 | 06.01.2017 | PAGE 50
CHEVRON CAMPUS
21
CVX-SJV ENERGY CENTER EXPANSION PROJECT
▲ plaza view
▲ aerial view
▲ street view
1
6
4
3
2
15
CVX-SJV ENERGY CENTER EXPANSION PROJECT
5
1
New Office
2
Existing Building AB
3
Loading Dock
4
Existing Building C
5
Existing Building Ming
6
Parking Structure
2 3
1
▲ ground floor plan
1
town hall
2
walkup station
3
conference room
▲ south elevation
2 3 17 ▲ west elevation
▲ east elevation CVX-SJV ENERGY CENTER EXPANSION PROJECT
1
▲ typical floor plan
▲ building section 2 3
1
▲ penthouse floor plan
1
town hall
2
walkup station
3
conference room
▲ north elevation
Chevron -Facade Studies
SJV Energy Center Expansion Project Bakersfield, California
100% DESIGN DEVELOPMENT JUNE 5, 2014
VOLUME 4 - BUILDING 4 LOADING DOCK
NOT FOR CONSTRUCTION
Refer to Volume 5: Building 2 - A & B
COMPANY CONFIDENTIAL HELLMUTH, OBATA + KASSABAUM, INC. ARCHITECTURE, ENGINEERING, PLANNING, INTERIORS, GRAPHICS CONSULTING 9530 JEFFERSON BLVD. CULVER CITY, CA 90232
TEL 310 838 9555 Fax 310 838 9586
PROJECT MANAGEMENT Turner & Townsend, Inc. 1500 Louisian St., Level 4 Houston, TX 77002 832.854.2056
STRUCTURAL ENGINEERING John A. Martin & Associates, Inc. 950 S. Grand Ave, 4th Floor Los Angeles, CA 90015 213.483.6490
LANDSCAPE ARCHITECT HOK, Culver City 9530 Jefferson Boulevard Culver City, CA 90232 310.838.9500
ELEVATOR CONSULTANT Lerch Bates Inc. 425 East Colorado St., Suite 565 Glendale, CA 91205 818 957-4524
LIFE SAFETY/CODE CONSULTANT Rolf Jenson & Associates, Inc. 515 South Flower Street, Suite 3600 Los Angeles, CA 90071 213.236.3588
FOOD SERVICE CONSULTANT Cini-Little Internation Inc. 20251 Century Boulevard Suite 375 Germantown, MD 20874 301.528.9700
FACADE ACCESS CONSULTANT Lerch Bates Inc. 19515 North Creek Parkway, Suite 304 Bothell, WA 98011 425.802.3770
CIVIL ENGINEERING Psomas 555 South Flower Street, Suite 4400 Los Angeles, CA 90071 213.223.1400
MECHANICAL/ ELECTRICAL/PLUMBING HOK, San Francisco 1 Bush St #200 San Francisco, CA 94104 415.243.0555
A/V, IT CONSULTANT JanCom Technologies, Inc. 206 Wild Basin Rd. Bldg. A, Suite 111 Austin, TX 78701 512-322-5122
ACOUSTICAL CONSULTANT HFP Acoustical Consultants Inc. 6001 Savoy Drive, Suite 215 Houston, Texas 77036 713.789.9400
CURTAINWALL CONSULTANT Peter Muller, Inc. 1523 Beachcomber Ln. Houston, TX 77062 713.941.7813
LIGHTING CONSULTANT Quentin Thomas Associates, Inc. 2 Hilcrest Ave. Douglaston, NY 11363 718.423.3044
GRAPHICS CONSULTANT DG-Studios 3040 Post Oak Blvd. Suite 150 Houston, TX 77056 713.961.3311
1.2
0.0
0.2
0.4
100'-5"
28'-9"
20'-2 1/4"
20'-0"
0.4
0.6
28'-9"
20'-2 1/4"
1'-5 3/4"
1 4A5.1.1
1'-6 1/4"
SJV Energy Center Expansion Project
18'-6"
J.9
J.4
Bakersfield, California K
4'-10"
K
13'-8"
J.9
Project Address
1 4A2.1.1A
4'-10"
K
13'-8"
Project
28'-9" 1 4A7.1.2
1 4A2.1.2A
4'-10" 1/2" / 12"
SLO PE
ELEC. RM.
PLUMB.
IT RECYCLING STORAGE
J.9
J.4
Prepared For
CBRES Contract No: 12.10030.54
CIRCULATION 1
J.4
VESTIBULE
ELEV. CTRL. RM.
H.5
34'-6"
ELEVATOR
BREAK ROOM
10'-11"
10'-11"
25'-0"
25'-0"
11'-10" 25'-0"
11'-10"
2'-3" 19'-6"
19'-6"
G
17'-8"
1 4A4.4.1
SLOPE
E.5 1 4A5.1.2
2 4A5.1.2
2 4A5.1.1
222'-10"
2 4A7.1.1
2 4A7.1.1
LOADING DOCK AREA
E.5 1 4A5.1.2
2 4A5.1.2
2 4A5.1.1
John A. Martin & Associates, Inc. Structural Engineer HOK Mechanical, Plumbing & Electrical Engineer Psomas Civil Engineer Cini-Little International, Inc. Food Service Consultant
F.2
15'-0"
17'-8"
G
F.2
15'-0"
222'-10"
G.1
UP
2'-3"
2'-3"
G.1
F.2
2 4A5.1.1
G.5
19'-6"
PE SLO
PE SLO
SECURITY
All reproduction & intellectual property rights reserved © 2013
In Association with
Consultant Name:
G.5
G.1
2 4A7.1.1
H
SHIPPING/RECEIVING
G.5
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
OFFICE SERVICE STORAGE
H
G
H.5
20'-0 1/2"
20'-0 1/2"
STAIR-1
HFP Acoustical Consultants Inc. Acoustical Consultant JanCom Technologies, Inc. A/V, IT Consultant
222'-10"
34'-6" 1/2" / 12"
20'-0 1/2"
ELEVATOR
H
2 4A5.1.2
STORAGE FURNITURE STORAGE
H.5
34'-6"
14'-5 1/2"
UP DN
14'-5 1/2"
PE SLO
PE SLO
SLO PE
30'-0" 1 4A5.1.1
1 4A7.1.2
1 4A2.1.3A
SLO PE
20'-0"
1'-5 3/4"
1 4A7.1.2
1/2" / 12"
0.9
100'-5"
30'-0"
1'-5 3/4" 1 4A5.1.1
SLO PE
0.2
100'-5"
30'-0"
1'-5 3/4"
1 4A5.1.2
0.0
11'-10"
20'-0"
1.2
0.9
10'-11"
20'-2 1/4"
0.6
18'-6"
0.9
13'-8"
0.6
14'-5 1/2"
0.4
17'-8"
0.2
Lerch Bates Inc. Elevator / Facade Access Consultant
E.5
15'-0"
0.0
18'-6"
1.2
Rolf Jenson & Associates Life Safety / Code Consultants
Associate Architect Teter AE
D.8
D.8
D.8 Key Plan
UP
LEGEND
1. SEE G-SERIES SHEETS FOR ARCHITECTURAL GENERAL NOTES & SYMBOLS.
FLOOR TYPE
2. SEE LS-SERIES SHEETS FOR FIRE LIFE SAFETY INFORMATION.
6. ELECTRICAL SHOWN FOR REFERENCE ONLY. SEE E-SERIES SHEETS FOR ELECTRICAL INFORMATION.
47'-10"
9'-10"
28'-0"
Professional Seals
ELECTRICAL STORAGE
B
BLDG ENGR. 1 MAINTENANCE STORAGE
16'-10"
SUPPORT STAFF ROOM
BLDG ENGR. 2
A.2
1 4A2.1.2B
3 4A5.1.1
1
No. 1 2 3 4
Issue Description 50% SCHEMATIC DESIGN 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT
YYYY-MM-DD 2013-11-06 2013-12-19 2014-02-27 2014-06-05
1 4A2.1.1B
COMPOSITE FLOOR PLAN - LEVEL 1 1/16" = 1'-0"
Drawn by:
CT-1 CERAMIC PORCELAIN TILE
IR
Reviewed by:
KV
Project No: 12.10030.54 COMPANY CONFIDENTIAL Building Number - Building Name
STANDPIPE ASSEMBLY RS-1 ROOF SYSTEM - SINGLE PLY MEMBRANE ROOFING
N
FINISH MATERIAL SYMBOL
BUILDING 4 - NEW LOADING DOCK Sheet Title
1 HOUR FIRE RATED WALL
2 HOUR FIRE RATED WALL 6/3/2014 5:55:00 PM
BLDG ENGINEERS OFFICE
16'-10" 1
ROOF DRAIN AND OVERFLOW
7. DIMENSIONS ARE TO FACE OF FINISH, U.O.N. TYP. 8. PROJECT REFERENCE LEVEL OF GROUND FLOOR FINISH = 374.32' CIVIL DATUM ELEVATION.
1/16" = 1'-0"
CT SC-1 SEALED CONCRETE SLAB
4. MECHANICAL SHOWN FOR REFERENCE ONLY. SEE M-SERIES SHEETS FOR MECHANICAL INFORMATION. 5. PLUMBING SHOWN FOR REFERENCE ONLY. SEE P-SERIES SHEETS FOR PLUMBING INFORMATION.
COMPOSITE FLOOR PLAN - LEVEL 2
BLDG 1
18'-2"
28'-0" 18'-2"
28'-0" 16'-10"
2
1/16" = 1'-0"
3. STRUCTURE SHOWN FOR REFERENCE ONLY. SEE S-SERIES SHEETS FOR STRUCTURAL INFORMATION.
15'-2"
15'-2" 9'-10"
9'-10" 18'-2" 1/2" / 12" SLO PE
1/2" / 12" SLO PE
PE SLO
PE SLO
COMPOSITE FLOOR PLAN - ROOF
BLDG 4
C
A.2
3 4A5.1.1
BLDG 2
BLDG 8
CIRCULATION 3
B.6
B
1 4A2.1.3B
GENERAL NOTES
BUILDING ENGINEERING SHOPS RESTROOM 2
B.6
A.2
BLDG 7 C.8
C
B
D.1
HOUSEKEEPING STORAGE
RESTROOM 1
C
3 4A5.1.1
RECYCLING WASTE STORAGE
WALK-IN COOLER
CIRCULATION 2
B.6
3
KEYING OFF.
C.8
15'-2"
SLO PE
1/2" / 12"
1/2" / 12"
PE SLO
PE SLO
SLO PE
C.8
BLDG 5
BLDG 9
D.1 11'-0"
47'-10"
11'-0"
47'-10"
11'-0"
F.F.L. 0'-0"= 374.32' CIVIL DATUM LEVEL D.1
BUILDING 4-COMPOSITE PLAN LEVEL 1,2, AND ROOF Original drawing is 42 x 30. Do not scale contents of this drawing.
CONCRETE SHEAR WALL, SEE STRUCTURAL DRAWINGS
Sheet Number
4A2.0.1
1.2
0.0
0.2
0.4
0.6
0.9
TOP OF MECH ENCLOSURE 39' - 6" T.O.P. 34' - 1" (E) T.O.P. OF AB 33' - 0" ROOF 29' - 5 1/2"
METAL EQUIPMENT SCREEN - PAINTED
MTL-2 GL-01A
Project
GL-01
SJV Energy Center Expansion Project Project Address LEVEL 2 15' - 0"
4 4A8.5.1
PRECAST ARCHITECTURAL CONCRETE - SANDBLAST
Bakersfield, California Prepared For
CBRES Contract No: 12.10030.54 CIP-01
LEVEL 1 0"
3 A.2
B
B.6
C
8 4A8.5.1
ELEVATION - SOUTH
6 4A8.5.1
3 4A8.5.1
1/8" = 1'-0"
C.8
D.1
D.8
E.5
G
F.2
G.1
H
G.5
H.5
J.4
J.9
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
K METAL EQUIPMENT SCREEN - PAINTED
10 4A8.5.1 METAL EQUIPMENT SCREEN - PAINTED
5 4A8.5.1
GL-04A
PC-1 GL-04A MTL-1
MTL-1
GL-04A
GL-04A
All reproduction & intellectual property rights reserved © 2013
TOP OF MECH ENCLOSURE 39' - 6" T.O.P. 34' - 1" (E) T.O.P. OF AB 33' - 0" ROOF 29' - 5 1/2"
John A. Martin & Associates, Inc. Structural Engineer HOK Mechanical, Plumbing & Electrical Engineer Psomas Civil Engineer Cini-Little International, Inc. Food Service Consultant HFP Acoustical Consultants Inc. Acoustical Consultant
GL-04 GL-04
GL-04A
In Association with
Consultant Name:
JanCom Technologies, Inc. A/V, IT Consultant GL-04A
LEVEL 2 15' - 0"
Lerch Bates Inc. Elevator / Facade Access Consultant Rolf Jenson & Associates Life Safety / Code Consultants
PC-1
Associate Architect Teter AE
CIP-1 GL-04A
Key Plan
LEVEL 1 0"
BLDG 5
BLDG 9
DOCK FLOOR -4' - 0"
2
BLDG 7
ELEVATION - EAST 0.9
0.6
0.4
0.2
0.0
1.2
BLDG 4
TOP OF MECH ENCLOSURE 39' - 6" T.O.P. 34' - 1" (E) T.O.P. OF AB 33' - 0" ROOF 29' - 5 1/2"
7'-0"
3'-0"
7'-0" 7'-0"
3'-0"
7'-0" 7'-0"
3'-0"
3'-0" 7'-0"
3'-0" 7'-0"
3'-0" 7'-0"
3'-0"
3'-0"
7'-0"
7'-0"
Issue Description 50% SCHEMATIC DESIGN 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT
YYYY-MM-DD 2013-11-06 2013-12-19 2014-02-27 2014-06-05
LEVEL 2 15' - 0"
3'-0"
LEVEL 1 0"
1 4A8.5.1
1
N
Professional Seals
No. 1 2 3 4
3'-0"
BLDG 1
BLDG 8
METAL EQUIPMENT SCREEN - PAINTED
ELEVATION - NORTH 1/8" = 1'-0"
MATERIALS LEGEND
GENERAL NOTES 1. SEE G-SERIES SHEETS FOR ARCHITECTURAL GENERAL NOTES & SYMBOLS.
MATERIALS GL-1 VISION GLASS GL-1A SHADOW BOX MP-1 METAL WALL PANEL - COMPOSITE METAL PANEL MP-2 METAL WALL PANEL - ALUM INFILL PANEL LVR-1 LOUVER 6/3/2014 5:58:11 PM
BLDG 2
1/8" = 1'-0"
GL-1B TEMPERED GLASS
2. SEE LS-SERIES SHEETS FOR FIRE LIFE SAFETY INFORMATION. 3. STRUCTURE SHOWN FOR REFERENCE ONLY. SEE S-SERIES SHEETS FOR STRUCTURAL INFORMATION. 4. MECHANICAL SHOWN FOR REFERENCE ONLY. SEE M-SERIES SHEETS FOR MECHANICAL INFORMATION. 5. PLUMBING SHOWN FOR REFERENCE ONLY. SEE P-SERIES SHEETS FOR PLUMBING INFORMATION. 6. ELECTRICAL SHOWN FOR REFERENCE ONLY. SEE E-SERIES SHEETS FOR ELECTRICAL INFORMATION. 7. DIMENSIONS ARE TO FACE OF FINISH, U.O.N. TYP.
Drawn by:
IR
Reviewed by:
KV
Project No: 12.10030.54 COMPANY CONFIDENTIAL Building Number - Building Name
BUILDING 4 - NEW LOADING DOCK Sheet Title
BUILDING 4-OVERALL EXTERIOR ELEVATIONS
PC-1 Original drawing is 42 x 30. Do not scale contents of this drawing.
PRECAST CONCRETE - MEDIUM SANDBLAST PLA-1 PORTLAND CEMENT PLASTER
Sheet Number
4A5.1.1
GENERAL NOTES 1. SEE SHEET G0.0.4 FOR ARCHITECTURAL GENERAL NOTES , ABBREVIATIONS AND SYMBOLS. 2. REFER TO C-SERIES DRAWINGS FOR CORRESPONDING CIVIL DATUM ELEVATIONS. 3. SEE ENLARGED ELEVATION SHEETS FOR ADDITIONAL MATERIAL AND DETAIL NOTES. 4. REFER TO TRADE DRAWINGS FOR FURTHER DRIFT JOINT INFORMATION.
WALL ASSEMBLIES WALL ASSEMBLY - TYPE 1: PRECAST CONCRETE PRECAST CONCRETE PANEL W/ THERMAL INSULATION ALUMINUM WINDOW SYSTEM (CWS-1) COLD-FORMED METAL STUD FRAMING W/ BATT INSULATION WHERE OCCURS GYP BD INTERIOR WALL FURRING WHERE OCCURS
K
J.9 J.9
0.9
WALL ASSEMBLY - TYPE 2: GLAZED ALUMINUM CURTAINWALL GLAZED ALUMINUM CURTAINWALL (CWS-2) COLD-FORMED METAL STUD FRAMING W/ BATT INSULATION WHERE OCCURS GYP BD INTERIOR WALL FURRING WHERE OCCURS
Project
SJV Energy Center Expansion Project Project Address
Bakersfield, California Prepared For
CBRES Contract No: 12.10030.54
WALL ASSEMBLY - TYPE 3: ALUMINUM WALL PANEL EXTERIOR WALL COMPOSITE METAL WALL PANEL EXTERIOR GYP BD SHEATHING COLD-FORMED METAL STUD FRAMING W/ BATT INSULATION GYP BD INTERIOR WALL FURRING
2 4A8.1.5 1 4A8.1.5
T.O.P. 34' - 1"
T.O.P. 34' - 1"
(E) T.O.P. OF AB 33' - 0"
(E) T.O.P. OF AB 33' - 0"
HSS POSTS (PER STRUCT) GL-04A
WALL ASSEMBLY - TYPE 4: ALUMINUM WALL PANEL EQUIPMENT SCREEN COMPOSITE METAL PANEL STEEL SUPPORT
STL TUBE
TOP OF PARAPET 33' - 0"
METAL COUNTERFLASHING
GL-04A
ROOF 29' - 5 1/2"
Roof 30' - 0"
ROOF 29' - 5 1/2"
WALL ASSEMBLY - TYPE 5: EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER EXPANDED-METAL LATH SELF-ADHERED MEMBRANE AIR BARRIERS EXTERIOR GYP BD SHEATHING COLD-FORMED METAL STUD FRAMING W/ BATT INSULATION GYP BD INTERIOR WALL FURRING WALL ASSEMBLY - TYPE 6: EXTERIOR CEMENT PLASTER FINISH ON CMU WALL EXTERIOR CEMENT PLASTER UNIT MASONRY
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 All reproduction & intellectual property rights reserved © 2013
In Association with
Consultant Name: John A. Martin & Associates, Inc. Structural Engineer HOK Mechanical, Plumbing & Electrical Engineer Psomas Civil Engineer
FIRESAFING
Cini-Little International, Inc. Food Service Consultant
MP-2 WF BEAM (PER STRUCT)
HFP Acoustical Consultants Inc. Acoustical Consultant GL-04A
JanCom Technologies, Inc. A/V, IT Consultant
GL-01A
Lerch Bates Inc. Elevator / Facade Access Consultant Rolf Jenson & Associates Life Safety / Code Consultants
FLOOR ASSEMBLIES FLOOR ASSEMBLY - TYPE 1 SCHEDULED FLOOR FINISH CONCRETE SLAB VAPOR BARRIER 6" GRAVEL
GL-04
1.2
0.0
0.2
Associate Architect Teter AE
Key Plan
BLDG 5
BLDG 9
GL-01
FLOOR ASSEMBLY - TYPE 2
SCHEDULED FLOOR FINISH LIGHTWEIGHT CONCRETE STEEL DECK STRUCTURAL STEEL FRAMING
T.O.P. 34' - 1"
BLDG 2
BLDG 4
BLDG 1
BLDG 8
PRECAST CONCRETE PANEL
4 4A8.1.5
(E) T.O.P. OF AB 33' - 0"
BLDG 7
N
3 4A8.1.5
GL-04A
Professional Seals
FIRESAFING
LEVEL 2 15' - 0"
ROOF 29' - 5 1/2"
LEVEL 2 15' - 0" WF BEAM (PER STRUCT)
(E) TILT-UP CONCRETE WALL - PAINTED
EXTERIOR SEISMIC EXPANSION JOINT ASSEMBLY @ WALLFLOOR
ROOF ASSEMBLY - TYPE 2 ALUMINUM LOUVER SUNSHADE ALUMINUM PURLINS STRUCTURAL FRAMING
PC-01
CMU SINGLE PLY MEMBRANE ROOFING TAPERED RIGID INSULATION
PREFINISHED ALUM COPING
3 4A8.1.6
ROOF ASSEMBLIES ROOF ASSEMBLY - TYPE 1 SINGLE PLY THERMOPLASTIC ROOFING (RS-1) EXTERIOR GYPSUM SHEATHING TAPERED RIGID INSULATION LIGHTWEIGHT CONCRETE STEEL DECK
STEEL DECK
GL-04A
CEILING LEVEL 25' - 0"
1 4A8.6.1
WF BEAM (PER STRUCT)
Level 2 15' - 0"
No. 1 2 3 4
Issue Description 50% SCHEMATIC DESIGN 100% SCHEMATIC DESIGN 50% DESIGN DEVELOPMENT 100% DESIGN DEVELOPMENT
YYYY-MM-DD 2013-11-06 2013-12-19 2014-02-27 2014-06-05
GL-01A
STRUC CONC ROOF DECK
LEVEL 2 15' - 0"
CIP-01
PRECAST CONCRETE PANEL WF BEAM (PER STRUCT)
GL-01A
5/8" GYP BD, TYPE X
MATERIALS LEGEND & SYMBOLS
REMOVABLE STEEL POST W/ BARRIER-CHAIN
6 4A4.5.2
IT RECYCLING STORAGE
FURNITURE STORAGE
WF COLUMN (PER STRUCT)
2 4A8.1.8
5/8" GYP BD, TYPE X
GL-1
CIP-1
VISION GLASS 3 4A8.1.8
DOCK LEVELER HEAVY DUTY LOADING DOCK BUMPERS
LEVEL 1 0"
GL-1A SHADOW BOX
LEVEL 1 0"
LEVEL 1 0"
Level 1 0"
GL-1T TEMPERED GLASS
MP-1
DOCK FLOOR -4' - 0"
METAL WALL PANEL - COMPOSITE METAL PANEL STRUC CONC
STRUC CONC
MP-2 METAL WALL PANEL - ALUM INFILL PANEL
2 4A4.5.2
Drawn by:
IR
Reviewed by:
KV
Project No: 12.10030.54 COMPANY CONFIDENTIAL Building Number - Building Name
BUILDING 4 - NEW LOADING DOCK Sheet Title
BUILDING 4-WALL SECTIONS
LVR-1
6/3/2014 5:58:45 PM
LOUVER
3
WALL SECTION @ G/L 0.0 - LOADING DOCK PLATFORM 1/4" = 1'-0"
PC-1 Original drawing is 42 x 30. Do not scale contents of this drawing.
2
WALL SECTION @ G/L 0.9 - NORTH WING 1/2" = 1'-0"
1
WALL SECTION @ G/L J.9 -NORTH WING
PRECAST CONCRETE - MEDIUM SANDBLAST
1/2" = 1'-0"
PLA-1
Sheet Number
PORTLAND CEMENT PLASTER
4A7.3.1
EAST COUNTY DETENTION CENTER
B
C
D
35' - 0"
E
28' - 6"
F
206' - 0" 28' - 6"
28' - 6"
G 28' - 6"
H
J
28' - 6"
28' - 6"
2 A511
1 A712
2 A711
1 A711
28' - 6"
1
Project
UP
EAST COUNTY DETENTION CENTER
3
County of Riverside
28' - 6"
2
Prepared For UP
28' - 6"
3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00 4
1 28' - 6"
A202-SN
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
1
28' - 6"
5
1
A512
A511
6
2 A712 28' - 6"
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
7
All reproduction & intellectual property rights reserved © 2014
In Association with
9
28' - 6"
A605
401 SW Water Street, Suite 700 Peoria, IL 61602
8
UP
28' - 6"
3 A711
70-225 Highway 111, Suite D Rancho Mirage, CA 92270
UP
28' - 6"
9
1 A202-SS
Key Plan
528' - 10"
28' - 6"
10 N EXISITNG BUILDING
SUPPORT BUILDING
S
11 N
UP
28' - 6"
HW.11
HW.1
E
Professional Seals
HE.12
HE.11
HE.1
HE.2
12 19' - 6"
HW.2
W
HOUSING BUILDING
13
HW.12
1 A202-HE
1
30' - 0"
13.1 No.
A202-HW
19' - 10"
14 UP UP
UP
1 2 3 4 5 6 7
Description
Date
SD Submittal 50% DD 75% DD 100% DD 50% CD 85% CD Plan Check Submittal
2013/03/08 2013/04/26 2013/05/23 2013/08/02 2013/10/18 2014/01/10 2014/03/28
15
UP
UP UP
UP
HW.10
HW.3
46' - 1 1/2"
UP
HE.10
UP
HE.3
UP UP
UP
15.5 UP
UP UP
HW.9
HW.4
38' - 2 1/2"
UP
HE.9
HE.4
UP
UP
UP
16
UP
UP
UP
27' - 9"
UP UP
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
H.3 17
30' - 0"
Sheet Title
COMPOSITE FLOOR PLAN - LEVEL 2
3/30/2014 1:19:13 PM
18 75' - 4"
A
1
HW.8
HW.7
COMPOSITE FLOOR PLAN-LEVEL 2 3/64" = 1'-0"
35' - 0"
B.8
36' - 8"
D.4 HW.6
23' - 8"
E.8
HW.5 F.5
27' - 1"
27' - 1"
G.5
H.2
23' - 8"
H.5 HE.8
2
J.2
A512
36' - 8"
35' - 0"
75' - 4" Original drawing is 42 x 30. Do not scale contents of this drawing.
HE.7 K
L
HE.6
HE.5
M
Sheet Number
A102
B
C
D
35' - 0"
E
28' - 6"
F
206' - 0" 28' - 6"
28' - 6"
G 28' - 6"
H
J
28' - 6"
28' - 6"
2 A511
1 A712
2 A711
1 A711
28' - 6"
1
Project
UP
EAST COUNTY DETENTION CENTER
3
County of Riverside
28' - 6"
2
Prepared For UP
28' - 6"
3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00 4
1 28' - 6"
A202-SN
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
1
28' - 6"
5
1
A512
A511
6
2 A712 28' - 6"
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
7
All reproduction & intellectual property rights reserved © 2014
In Association with
9
28' - 6"
A605
401 SW Water Street, Suite 700 Peoria, IL 61602
8
UP
28' - 6"
3 A711
70-225 Highway 111, Suite D Rancho Mirage, CA 92270
UP
28' - 6"
9
1 A202-SS
Key Plan
528' - 10"
28' - 6"
10 N EXISITNG BUILDING
SUPPORT BUILDING
S
11 N
UP
28' - 6"
HW.11
HW.1
E
Professional Seals
HE.12
HE.11
HE.1
HE.2
12 19' - 6"
HW.2
W
HOUSING BUILDING
13
HW.12
1 A202-HE
1
30' - 0"
13.1 No.
A202-HW
19' - 10"
14 UP UP
UP
1 2 3 4 5 6 7
Description
Date
SD Submittal 50% DD 75% DD 100% DD 50% CD 85% CD Plan Check Submittal
2013/03/08 2013/04/26 2013/05/23 2013/08/02 2013/10/18 2014/01/10 2014/03/28
15
UP
UP UP
UP
HW.10
HW.3
46' - 1 1/2"
UP
HE.10
UP
HE.3
UP UP
UP
15.5 UP
UP UP
HW.9
HW.4
38' - 2 1/2"
UP
HE.9
HE.4
UP
UP
UP
16
UP
UP
UP
27' - 9"
UP UP
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
H.3 17
30' - 0"
Sheet Title
COMPOSITE FLOOR PLAN - LEVEL 2
3/30/2014 1:19:13 PM
18 75' - 4"
A
1
HW.8
HW.7
COMPOSITE FLOOR PLAN-LEVEL 2 3/64" = 1'-0"
35' - 0"
B.8
36' - 8"
D.4 HW.6
23' - 8"
E.8
HW.5 F.5
27' - 1"
27' - 1"
G.5
H.2
23' - 8"
H.5 HE.8
2
J.2
A512
36' - 8"
35' - 0"
75' - 4" Original drawing is 42 x 30. Do not scale contents of this drawing.
HE.7 K
L
HE.6
HE.5
M
Sheet Number
A102
B
C
D
35' - 0"
E
28' - 6"
F
G
206' - 0" 28' - 6"
28' - 6"
28' - 6"
H
J
28' - 6"
2
28' - 6"
1 A712
A511
2 A711
1 A711
28' - 6"
1
Project 2
EAST COUNTY DETENTION CENTER
28' - 6"
SD
SD
Prepared For 3
3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00
SD
28' - 6"
SD
1
4
A203-SN 28' - 6"
SD
SD
County of Riverside
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
28' - 6"
5 1
1
A512
A511
6
2 A712 28' - 6"
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
7
SD
28' - 6"
SD
All reproduction & intellectual property rights reserved © 2014
In Association with
401 SW Water Street, Suite 700 Peoria, IL 61602
SD
SD
8 70-225 Highway 111, Suite D Rancho Mirage, CA 92270
28' - 6"
3 A711
28' - 6"
9
SD
1
SD
UP
Key Plan
A203-SS
N
528' - 10"
28' - 6"
10 EXISITNG BUILDING
SUPPORT BUILDING
S
11 N W
28' - 6"
HOUSING BUILDING
Professional Seals
HW.11
HW.1
HE.12
HE.11
HE.2
HE.1
12
SD
T
T
T
T
SD
3' - 11"
19' - 6"
HW.2
13 13.1
A203-HW UP
1
UP
UP
1 2 3 4 5 6 7
Description
Date
SD Submittal 50% DD 75% DD 100% DD 50% CD 85% CD Plan Check Submittal
2013/03/08 2013/04/26 2013/05/23 2013/08/02 2013/10/18 2014/01/10 2014/03/28
A203-HE
UP
UP
T
19' - 10"
SD T
T
1
No.
14
T
T
SD
30' - 0"
HW.12
15
UP T
T
UP
UP
SD
SD
HW.3
46' - 1 1/2"
T
HW.10
HE.10
UP
HE.3
UP
UP
UP
15.5 UP
38' - 2 1/2"
UP
UP
UP
HW.9
HW.4
HE.9
HE.4
T T
SD
UP
UP
T
16
SD
SD
UP
UP
T
T
UP
27' - 9"
SD
T
UP
UP
T
T
UP
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
H.3 17
T
T
T
SD
SD
T
30' - 0"
Sheet Title
3/30/2014 1:20:37 PM
18 75' - 4"
A
1
HW.8
HW.7
35' - 0"
B.8
COMPOSITE FLOOR PLAN-LEVEL 3, ROOF 3/64" = 1'-0"
36' - 8"
D.4 HW.6
23' - 8"
E.8
HW.5 F.5
27' - 1"
27' - 1"
G.5
H.2
23' - 8"
H.5 HE.8
2
J.2
A512
36' - 8"
35' - 0"
75' - 4"
COMPOSITE FLOOR PLAN - LEVEL 3 HOUSING & SUPPORT ROOF & MECHANICAL ENCLOSURE
Original drawing is 42 x 30. Do not scale contents of this drawing.
HE.7 K
L
HE.6
HE.5
M
Sheet Number
A103
C
D
E
F
G
H
1 A712
J
2
2 A711
1 A711
A511
1
Project 2
EAST COUNTY DETENTION CENTER
3
County of Riverside
Prepared For
3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00 4
1 A204-SN
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
5 1
1
A512
A511 MECHANICAL ENCLOSURE ROOF
6 HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 7
All reproduction & intellectual property rights reserved © 2014
In Association with
401 SW Water Street, Suite 700 Peoria, IL 61602
8
70-225 Highway 111, Suite D Rancho Mirage, CA 92270
9
1 A204-SS
UP
10
Key Plan
N EXISITNG BUILDING
SUPPORT BUILDING
S
11 N W
HOUSING BUILDING
E
HW.11 HW.1
HE.12
HE.11
HE.1
Professional Seals
HE.2
12
3' - 11"
HW.2
13 13.1
30' - 0"
HW.12
1 UP
A204-HE
UP
UP
19' - 10"
1 A204-HW
UP
UP
No. 1 2 3 4 5 6 7
Description
Date
SD Submittal 50% DD 75% DD 100% DD 50% CD 85% CD Plan Check Submittal
2013/03/08 2013/04/26 2013/05/23 2013/08/02 2013/10/18 2014/01/10 2014/03/28
15
UP
UP
UP
HW.10
HW.3
HE.3
HE.10
UP UP
UP
191' - 11"
84' - 4"
UP
15.5
UP
UP UP
UP
HW.9
HW.4
HE.9
HE.4
UP
UP
16
UP
UP
UP
UP
27' - 9"
UP
UP
17
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
30' - 0"
Sheet Title
3/30/2014 1:21:54 PM
18 2
A
HW.8
HW.7
B.8
D.4 HW.6
E.8
HW.5 F.5
G.5
H.2
H.5 HE.8
J.2
A512
HE.7 K
L
HE.6
HE.5
M
COMPOSITE FLOOR PLAN - LEVEL 4 HOUSING & SUPPORT MECHANICAL ENCLOSURE ROOF
Original drawing is 42 x 30. Do not scale contents of this drawing.
Sheet Number
1
COMPOSITE FLOOR PLAN-LEVEL 4 3/64" = 1'-0"
A104
GENERAL NOTES - EXTERIOR ENVELOPE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO SITE DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO FACADE MAINTENANCE DRAWINGS FOR ADDITIOANL INFORMATION. SEE SPECIFICATIONS FOR ALL EXTERIOR MATERIAL INFORMATION. FOR ALL EXTERIOR DOOR REFERENCES, SEE DOOR SCHED, SPEC SECTION 080100. APPLY WATER REPELLENT COATING OVER ALL EXT CMU WALLS. DIMENSIONS ARE TO FACE OF FINISH, U.O.N., TYP. PROVIDE MIN 1/4" PER FOOT SLOPE TO ROOF DRAINS, U.O.N., TYP. EQUIPMENT SHOWN FOR REFERENCE ONLY, SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE ROOF WALKWAY PADS FOR ACCESS TO AND AROUND ALL EQUIPMENT, DRAINS, ACCESS HATCHES, AND AT ANY OTHER LOCATION WHERE ROUTINE MAINTENANCE IS REQUIRED. PROVIDE EQUIPMENT PADS AS REQUIRED. G.C. TO VERIFY SIZE OF ALL EQUIPMENT PADS WITH MECHANICAL DRAWINGS, NOTES, DETAILS, SPECIFICATIONS AND MANUFACTURERS REQUIREMENTS. EXTERIOR CMU WALL VERTICAL CONTROL JOINTS TO BE LOCATED 30'-0" O.C. MAX, U.O.N., SEE STRUCTURAL DWGS. PAINT ALL EXPOSED EXTERIOR METAL STRUCTURAL MEMBERS AND ALL SIDES OF EXPOSED METAL DECKS. STONE AND ALUMINUM CLADDING JOINTS SHOWN AS SINGLE LINES FOR CLARITY. JOINTS SHOWN AS SINGLE LINES DIMENSIONED TO CENTERLINE OF JOINT U.N.O.
EXTERIOR SYSTEM ASSEMBLY FINISHES M
L
K
J.2
H.5
H.2
NOTE: FOR DETAILED EXTERIOR SYSTEM WALL & ROOF ASSEMBLY TYPES REFER TO SHEETS A515 & A516
G.5
HOUSING T.O. MECH ENCL PARAPET 105' - 0 3/4"
1 A783
2 19
1
A881
A781
1
A789
A782
HOUSING T.O. MECH ENCL ROOF (L.P.) 99' - 1"
1 / A532
1 A784
MATCHLINE SEE:
SITE - SCREEN WALL ASSEMBLY FINISHES SCREEN WALL ASSEMBLY - TYPE 1 -1 1/4" STONE VENEER (OVER 5 1/2" TCK PRE-CAST CONCRETE PANELS)
WALL ASSEMBLY - TYPE 2 -1 1/4" TCK STONE VENEER, (MECHANICALLY ATTACHED)
SCREEN WALL ASSEMBLY - TYPE 2 -5 1/2" TCK PRE-CAST CONCRETE PANELS
WALL ASSEMBLY - TYPE 3
SCREEN WALL ASSEMBLY - TYPE 3
-GLAZED ALUMINUM CURTAIN WALL
-12" TCK CMU (PERIMETER) WALL
EAST COUNTY DETENTION CENTER
Prepared For
County of Riverside 3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
WALL ASSEMBLY - TYPE 4 -7/8" TCK PORTLAND CEMENT PLASTER WALL ASSEMBLY - TYPE 5 -3/16" TCK (MIN) BENT METAL PLATE CLADDING
HOUSING T.O. CANOPY F.O.F. 98' - 10"
WALL ASSEMBLY - TYPE 6 -2" TCK (OVERALL) METAL PANEL (FROM 3/16" TCKK MIN ALUMINUM PLATE)
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
WALL ASSEMBLY - TYPE 7
HOUSING T.O. PARAPET 91' - 11 1/2"
14' - 5"
1 A537
BUILDING - WALL ASSEMBLY FINISHES WALL ASSEMBLY - TYPE 1 -5 1/2" TCK PRE-CAST CONCRETE PANELS
Project
-2" TCK INSULATED METAL PANEL BUILDING - ROOF ASSEMBLY FINISHES ROOF ASSEMBLY - TYPE 1
11' - 10"
HOUSING T.O. ROOF SLAB (L.P.) 84' - 8"
21' - 2"
BUIDLING FINISHES
LEVEL 4 MEZZANINE 72' - 10"
9' - 4"
2
6
2
A747
A751
A750
A750
9' - 4"
2
All reproduction & intellectual property rights reserved © 2014
In Association with
EXTERIOR FINISH, GLAZING & SJ TYPES FINISHES & TEXTURES
LEVEL 4 63' - 6" SUPPORT T.O. MECH ENCL PARAPET 52' - 7 3/4" LEVEL 3 MEZZANINE 51'T.O. - 8" SUPPORT ROOF OVERHANG F.O.F. 48' - 5"
21' - 2"
11' - 10"
3 A750
-PVC ROOFING
LEVEL 3 42' - 4"
LEVEL 2 MEZZANINE 30' - 6"
9' - 4"
21' - 2"
11' - 10"
SUPPORT T.O. PARAPET 42' - 4"
PRE-CAST CONCRETE PANEL WALL ASSEMBLY FINISH TYPE 1
GLAZING TYPES
GL-
STONE VENEER CLADDING SEISMIC JOINT COVER TYPE SJ WALL ASSEMBLY FINISH TYPE 2 SJE EXTERIOR WALL TO WALL SJR EXTERIOR ROOF PARAPET TO WALL GLASS (CLEAR) GLAZING TYPE GL-1 PAINT GLASS (SPANDREL) PT-1 DURANAR SUNSTORM NATURAL SUEDE, GLAZING TYPE GL-2 UC106666F OR APPROVED EQUAL BENT METAL PLATE CLADDING WALL ASSEMBLY FINISH TYPE 5 METAL PANEL CLADDING WALL ASSEMBLY FINISH TYPE 6 INSULATED METAL PANEL WALL ASSEMBLY FINISH TYPE 7
11' - 10" 21' - 2"
1
A747
A751
A750
A750
EXISITNG BUILDING
SUPPORT BUILDING
STONE VENEER SCREEN WALL FINISH TYPE 1 PRE-CAST CONCRETE PANEL SCREEN WALL FINISH TYPE 2
N HOUSING BUILDING
CMU SCREEN WALL TYPE 3 Professional Seals
? EXTERIOR KEYNOTES LEGEND -
02. SCUPPER WITH PRE-CAST CONCRETE SPLASH BLOCK AT GRADE. SEE DETAIL XX/AXXX, CIVIL & PLUMBING DWGS.
04. ACCESS PANEL.
LEVEL 1 MEZZANINE 9' - 4"
05. MECHANICAL DUCT PENETRATIONS. SEE DETAILS XX/AXXX & X/AXXX. COORDINATE WITH ALL MECHANICAL DWGS FOR DUCT SIZES & WITH STRUCTURAL DWGS FOR OPENING SIZES & REINFORCEMENT. 06. CONCRETE MECHANICAL EQUIPMENT ROOF PAD. SEE DETAIL X/AXXX & STRUCTURAL DWGS.
No. 1 2 3 4 5 6 7
Description
Date
SD Submittal 50% DD 75% DD 100% DD 50% CD 85% CD Plan Check Submittal
2013/03/08 2013/04/26 2013/05/23 2013/08/02 2013/10/18 2014/01/10 2014/03/28
07. DUCT ENCLOSURE, SEE STRUCTURAL DWGS.
9' - 4"
5
Key Plan
SITE ELEMENT FINISHES
03. LIGHT FIXTURE, SEE ELECTRICAL DWGS.
1
70-225 Highway 111, Suite D Rancho Mirage, CA 92270
01. UNDER SLAB VAPOR RETARDER, TYP: 15 MIL VAPOR BARRIER OVER 1" THICK SAND BED.
LEVEL 2 21' - 2"
1
401 SW Water Street, Suite 700 Peoria, IL 61602
GL-1 CLEAR GLAZING GL-2 SPANDREL GLAZING
08.. DUCT ENCLOSURE CROSSOVER SYSTEM W/ ISOLATION PAD FOOTINGS.
LEVEL 1 0"
09. ROOF & OVERFLOW DRAINS, SEE DETAILS XX/AXXX & PLUMBING DWGS. 10. ROOF OVERHANG GUTTER DOWNSPOUT PIPE, SEE PLUMBING DWGS. 11. REMOVABLE STEEL GRATING (FACADE MAINTENANCE EQUIPMENT ACEESS PLATFORM) 12. PAINTED STEEL GUARDRAIL. 13. DAVIT BASE ANCHORED TO ROOF SLAB. SEE STRUCTURAL & FACADE MAINTENANCE DWGS. 14. DRAIN & OVERFLOW DRAIN OUTLETS, SEE DETAIL XX/AXXX FOR CMU WALL, DETAIL X/AXXX AT CEMENT PLASTER WALL, AND DETAIL X/AXXX AT INSULATED METAL PANEL WALL. SEE ALSO PLUMBING DWGS. 15. PRE-CAST CONCRETE SPLASH BLOCK (TYP AT ALL ROOF DOWNSPOUTS). 16. WALKWAY PAD (FROM ROOFING MATERIAL), SEE DETAIL X/AXXX. 17. ROOF OVERHANG GUTTER 18. FALL PROTECTION ROOF ANCHOR. SEE STRUCTURAL & FACADE MAINTENANCE DWGS.
1
BUILDING ELEVATION-HOUSING-NORTHEAST 1/8" = 1'-0"
19. 6" (MIN) INSIDE DIA RIGGING SLEEVE WHERE OCCURS, SEE FACADE MAINTENANCE & STRUCTRUAL DWGS. 20. DECORATIVE STANDING SEEMS FROM ROOFING MATERIAL AT 2'-4 1/2" O.C. 21. SINGLE PLY ROOFING OVER 1/2" THICK PROTECTION BOARD OVER SLOPED 1 1/2" METAL DECK.
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
22. ROOF OVERHANG ASSEMBLY. 23. METAL PANEL CLADDING. 24. ROOF OVERHANG SUPPORT STRUCTURE, SEE STRUCTURAL DWGS. 25. 7/8" CEMENT PLASTER OVER 4" METAL STUD FRAMING. 26. CONCRETE BEAM SEE STRUCTURAL DWGS.
Sheet Title
EXTERIOR ELEVATIONS-HOUSING
3/28/2014 6:10:38 PM
27. 6" CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER OVER 1" THICK SAND. 28. SINGLE PLY ROOFING OVER 1/2" PROTECTION BOARD OVER 2" TCK (MIN) RIGID INSULATION OVER SLOPED STRUCTURAL SLAB. 29. PRE-FORMED ALUMINUM COPING.
Original drawing is 42 x 30. Do not scale contents of this drawing.
Sheet Number
A531
Project
EAST COUNTY DETENTION CENTER
Prepared For
County of Riverside 3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
MECHANICAL ENCLOSURE
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
All reproduction & intellectual property rights reserved © 2014
In Association with
401 SW Water Street, Suite 700 Peoria, IL 61602
70-225 Highway 111, Suite D Rancho Mirage, CA 92270
Key Plan
EXISITNG BUILDING
SUPPORT BUILDING
MECHANICAL ENCLOSURE
N HOUSING BUILDING
Professional Seals
EXISTING INDIO JAIL TO REMAIN UNTIL PHASE 2
No. 1 2 3 4 5 6 7
1
Description
Date
SD Submittal 50% DD 75% DD 100% DD 50% CD 85% CD Plan Check Submittal
2013/03/08 2013/04/26 2013/05/23 2013/08/02 2013/10/18 2014/01/10 2014/03/28
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
AXONOMETIRC SECTION Sheet Title
3/28/2014 6:16:40 PM
AXONOMETRIC SECTION
Original drawing is 42 x 30. Do not scale contents of this drawing.
Sheet Number
A701
SINGLE PLY ROOFING OVER 1/2" THICK PROTECTION BOARD OVER SLOPED 1 1/2" METAL DECK
1
FALL PROTECTION ROOF ANCHOR WHERE OCCURS, SEE FACADE MAINTENANCE & STRUCTURAL DWGS DECORATIVE STANDING SEEMS FROM ROOFING MATERIAL AT 2'-4 1/2" O.C.
A857
SINGLE PLY ROOFING OVER 1/2" THICK PROTECTION BOARD OVER SLOPED 1 1/2" METAL DECK
SUPPORT T.O. ROOF OVERHANG F.O.F. 48' - 5"
J
GUTTER SLOPE: 1/4" PER 1'-0"
1'-10"
SUPPORT T.O. PARAPET 42' - 4"
6' - 1" B.O MULLION 3/4" 9 1/2"
5' - 8"
3'-4"
SUPPORT T.O. ROOF SLAB (L.P.) 36' - 8"
SITE - SCREEN WALL ASSEMBLY FINISHES SCREEN WALL ASSEMBLY - TYPE 1 -1 1/4" STONE VENEER (OVER 5 1/2" TCK PRE-CAST CONCRETE PANELS) SCREEN WALL ASSEMBLY - TYPE 2 -5 1/2" TCK PRE-CAST CONCRETE PANELS
WALL ASSEMBLY - TYPE 3
SCREEN WALL ASSEMBLY - TYPE 3
-GLAZED ALUMINUM CURTAIN WALL
-12" TCK CMU (PERIMETER) WALL
WALL ASSEMBLY - TYPE 6
HOK 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586
WALL ASSEMBLY - TYPE 7
B.O MULLION
ROOF ASSEMBLY - TYPE 1 -PVC ROOFING All reproduction & intellectual property rights reserved © 2014
In Association with
3/4" DRIFT JOINT
LEVEL 2 21' - 2"
B.O REVEAL
GLASS (SPANDREL) GLAZING TYPE GL-2
3'-4"
INSULATED METAL PANEL WALL ASSEMBLY FINISH TYPE 7
21'-2"
3'-4"
B.O REVEAL 20'-3" WALL ASSEMBLY FINISH TYPE 1
PRE-CAST CONCRETE PANEL SCREEN WALL FINISH TYPE 2
N HOUSING BUILDING
CMU SCREEN WALL TYPE 3 Professional Seals
B.O REVEAL
3'-4"
STONE VENEER SCREEN WALL FINISH TYPE 1
01. UNDER SLAB VAPOR RETARDER, TYP: 15 MIL VAPOR BARRIER OVER 1" THICK SAND BED. 02. SCUPPER WITH PRE-CAST CONCRETE SPLASH BLOCK AT GRADE. SEE DETAIL XX/AXXX, CIVIL & PLUMBING DWGS.
19 3'-4"
03. LIGHT FIXTURE, SEE ELECTRICAL DWGS. 04. ACCESS PANEL.
LEVEL 1 0"
3/4"
3" REVEAL
EXISITNG BUILDING
SUPPORT BUILDING
SITE ELEMENT FINISHES
A851
LEVEL 1 0"
3/4"
B.O REVEAL
3' - 4"
3/4" 3" REVEAL
A851
Key Plan
? EXTERIOR KEYNOTES LEGEND -
B.O REVEAL
B.O. SUPERVISOR 1C.03
70-225 Highway 111, Suite D Rancho Mirage, CA 92270
3'-4"
3" REVEAL
B.O REVEAL
19
401 SW Water Street, Suite 700 Peoria, IL 61602
PT-1 DURANAR SUNSTORM NATURAL SUEDE, UC106666F OR APPROVED EQUAL
METAL PANEL CLADDING WALL ASSEMBLY FINISH TYPE 6
B.O REVEAL
3" REVEAL 3" REVEAL
21'-2"
B.O REVEAL 20'-3" WALL ASSEMBLY FINISH TYPE 1
3' - 4" 3' - 4"
B.O REVEAL
PRE-CAST CONCRETE PANEL
GL-
GL-1 CLEAR GLAZING GL-2 SPANDREL GLAZING
BENT METAL PLATE CLADDING WALL ASSEMBLY FINISH TYPE 5
A852
3' - 4"
3" REVEAL 3" REVEAL 3" REVEAL
PRE-CAST CONCRETE PANEL
PRE-CAST CONCRETE PANEL WALL ASSEMBLY FINISH TYPE 1
GLAZING TYPES
STONE VENEER CLADDING SEISMIC JOINT COVER TYPE SJ WALL ASSEMBLY FINISH TYPE 2 SJE EXTERIOR WALL TO WALL SJR EXTERIOR ROOF PARAPET TO WALL GLASS (CLEAR) GLAZING TYPE GL-1 PAINT
3'-4"
B.O REVEAL
WALL ASSEMBLY FINISH TYPE 5
BUIDLING FINISHES
B.O REVEAL
3" REVEAL
B.O REVEAL
42'-4" TOP OF PARAPET
9 1/2"
3/4" JOINT
B.O MULLION
FINISHES & TEXTURES
13
13 A852
SFM# 33-0022 BSCC# 065-3963.01 AB900# A06-12
-2" TCK (OVERALL) METAL PANEL (FROM 3/16" TCKK MIN ALUMINUM PLATE)
3'-4"
3" MULLION 3" REVEAL
B.O REVEAL
3' - 4"
CMU WALL AS SCHEDULED
3403 Tenth Street Suite 500 Riverside, CA 92501 Contract No: 12.24034.00
EXTERIOR FINISH, GLAZING & SJ TYPES
REVEAL 3"
42'-4" TOP OF PARAPET
B.O MULLION
3/4" JOINT 3/4" DRIFT JOINT
LEVEL 2 21' - 2"
3' - 4"
B.O REVEAL
REVEAL 3"
3" REVEAL 3" REVEAL
CMU WALL AS SCHEDULED
WALL ASSEMBLY FINISH TYPE 5
Prepared For
County of Riverside
-3/16" TCK (MIN) BENT METAL PLATE CLADDING
BUILDING - ROOF ASSEMBLY FINISHES
3'-4"
5
EAST COUNTY DETENTION CENTER
WALL ASSEMBLY - TYPE 5
GLAZING TYPE GL-2
A852
9 1/2"
3'-4" TYPE 3H
5 A852
3" MULLION
GLAZING TYPE GL-2
3" MULLION
B.O MULLION
3'-4" TYPE 3E
3" MULLION
GLAZING TYPE GL-1 BRIEFING ROOM 2A.10
Project
WALL ASSEMBLY - TYPE 4 -7/8" TCK PORTLAND CEMENT PLASTER
-2" TCK INSULATED METAL PANEL
GLAZING TYPE GL-1
SEC PROP STORAGE 1B.09
BUILDING - WALL ASSEMBLY FINISHES WALL ASSEMBLY - TYPE 1 -5 1/2" TCK PRE-CAST CONCRETE PANELS
-1 1/4" TCK STONE VENEER, (MECHANICALLY ATTACHED)
B.O MULLION
15'-6"
GLAZING TYPE GL-1
3'-4"
GLAZING TYPE GL-2
NOTE: FOR DETAILED EXTERIOR SYSTEM WALL & ROOF ASSEMBLY TYPES REFER TO SHEETS A515 & A516
WALL ASSEMBLY - TYPE 2
B.O MULLION 20'-3" WALL ASSEMBLY FINISH TYPE 3
3'-4"
3" MULLION
A852
15.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO SITE DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO FACADE MAINTENANCE DRAWINGS FOR ADDITIOANL INFORMATION. SEE SPECIFICATIONS FOR ALL EXTERIOR MATERIAL INFORMATION. FOR ALL EXTERIOR DOOR REFERENCES, SEE DOOR SCHED, SPEC SECTION 080100. APPLY WATER REPELLENT COATING OVER ALL EXT CMU WALLS. DIMENSIONS ARE TO FACE OF FINISH, U.O.N., TYP. PROVIDE MIN 1/4" PER FOOT SLOPE TO ROOF DRAINS, U.O.N., TYP. EQUIPMENT SHOWN FOR REFERENCE ONLY, SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. PROVIDE ROOF WALKWAY PADS FOR ACCESS TO AND AROUND ALL EQUIPMENT, DRAINS, ACCESS HATCHES, AND AT ANY OTHER LOCATION WHERE ROUTINE MAINTENANCE IS REQUIRED. PROVIDE EQUIPMENT PADS AS REQUIRED. G.C. TO VERIFY SIZE OF ALL EQUIPMENT PADS WITH MECHANICAL DRAWINGS, NOTES, DETAILS, SPECIFICATIONS AND MANUFACTURERS REQUIREMENTS. EXTERIOR CMU WALL VERTICAL CONTROL JOINTS TO BE LOCATED 30'-0" O.C. MAX, U.O.N., SEE STRUCTURAL DWGS. PAINT ALL EXPOSED EXTERIOR METAL STRUCTURAL MEMBERS AND ALL SIDES OF EXPOSED METAL DECKS. STONE AND ALUMINUM CLADDING JOINTS SHOWN AS SINGLE LINES FOR CLARITY. JOINTS SHOWN AS SINGLE LINES DIMENSIONED TO CENTERLINE OF JOINT U.N.O.
EXTERIOR SYSTEM ASSEMBLY FINISHES
15'-6"
B.O MULLION
3" MULLION
GLAZING TYPE GL-2
13. 14.
17.
B.O MULLION
5'-8"
SINGLE PLY ROOFING OVER 1/2" PROTECTION BOARD OVER 2" TCK (MIN) RIGID INSULATION OVER SLOPED STRUCTURAL SLAB
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.
16.
B.O MULLION
B.O MULLION 3/4" 9 1/2" B.O MULLION
GLAZING TYPE GL-2
4
B.O MULLION 20'-3" WALL ASSEMBLY FINISH TYPE 3
3" MULLION
ROOF OVERHANG SUPPORT STRUCTURE, SEE STRUCTURAL DGWS
GENERAL NOTES - EXTERIOR ENVELOPE
12.
SUPPORT T.O. PARAPET 42' - 4"
3 A852
TEMP PROPERTY STORAGE 1B.08
ROOF OVERHANG ASSEMBLY
3" MULLION
TRAINING WRKSTN
3'-4" TYPE 3E
GLAZING TYPE GL-1
3" MULLION
GLAZING TYPE GL-2
3'-4" TYPE 3G
4 A852
6" (MIN) INSIDE DIA RIGGING SLEEVE WHERE OCCURS, SEE FACADE MAINTENANCE & STRUCTRUAL DWGS PRE-FORMED ALUMINUM COPING
SUPPORT T.O. ROOF SLAB (L.P.) 36' - 8"
B.O MULLION
3" MULLION MULLION 3"
3'-4" TYPE 3K 3'-4" TYPE 3G
GLAZING TYPE GL-2
3" MULLION
GLAZING TYPE GL-2
SUPPORT T.O. ROOF OVERHANG F.O.F. 48' - 5"
11" METAL PANEL CLADDING
3" MULLION MULLION 3"
ROOF OVERHANG ASSEMBLY PRE-FORMED ALUMINUM COPING
ROOF OVERHANG SUPPORT STRUCTURE, SEE STRUCTURAL DGWS SINGLE PLY ROOFING OVER 1/2" PROTECTION BOARD OVER 2" TCK (MIN) RIGID INSULATION OVER SLOPED STRUCTURAL SLAB
STEEL BEAM FRAMING, SEE STRUCTURAL DWGS
3'-4"
6" (MIN) INSIDE DIA RIGGING SLEEVE WHERE OCCURS, SEE FACADE MAINTENANCE & STRUCTRUAL DWGS
A857
3' - 4"
6' - 1"
11" METAL PANEL CLADDING
3' - 4"
STEEL BEAM FRAMING, SEE STRUCTURAL DWGS
1
FALL PROTECTION ROOF ANCHOR WHERE OCCURS, SEE FACADE MAINTENANCE & STRUCTURAL DWGS DECORATIVE STANDING SEEMS FROM ROOFING MATERIAL AT 2'-4 1/2" O.C.
1'-10"
GUTTER SLOPE: 1/4" PER 1'-0"
J
05. MECHANICAL DUCT PENETRATIONS. SEE DETAILS XX/AXXX & X/AXXX. COORDINATE WITH ALL MECHANICAL DWGS FOR DUCT SIZES & WITH STRUCTURAL DWGS FOR OPENING SIZES & REINFORCEMENT.
No. 4 5 6 7
Description
Date
100% DD 50% CD 85% CD Plan Check Submittal
2013/08/02 2013/10/18 2014/01/10 2014/03/28
06. CONCRETE MECHANICAL EQUIPMENT ROOF PAD. SEE DETAIL X/AXXX & STRUCTURAL DWGS. 07. DUCT ENCLOSURE, SEE STRUCTURAL DWGS. 08.. DUCT ENCLOSURE CROSSOVER SYSTEM W/ ISOLATION PAD FOOTINGS. 09. ROOF & OVERFLOW DRAINS, SEE DETAILS XX/AXXX & PLUMBING DWGS. 10. ROOF OVERHANG GUTTER DOWNSPOUT PIPE, SEE PLUMBING DWGS. 11. REMOVABLE STEEL GRATING (FACADE MAINTENANCE EQUIPMENT ACEESS PLATFORM) 12. PAINTED STEEL GUARDRAIL.
14. DRAIN & OVERFLOW DRAIN OUTLETS, SEE DETAIL XX/AXXX FOR CMU WALL, DETAIL X/AXXX AT CEMENT PLASTER WALL, AND DETAIL X/AXXX AT INSULATED METAL PANEL WALL. SEE ALSO PLUMBING DWGS.
17' - 0"
17' - 0"
13. DAVIT BASE ANCHORED TO ROOF SLAB. SEE STRUCTURAL & FACADE MAINTENANCE DWGS.
15. PRE-CAST CONCRETE SPLASH BLOCK (TYP AT ALL ROOF DOWNSPOUTS). 16. WALKWAY PAD (FROM ROOFING MATERIAL), SEE DETAIL X/AXXX. 17. ROOF OVERHANG GUTTER 18. FALL PROTECTION ROOF ANCHOR. SEE STRUCTURAL & FACADE MAINTENANCE DWGS. GENERAL PROPERTY STORAGE BB.01
19. 6" (MIN) INSIDE DIA RIGGING SLEEVE WHERE OCCURS, SEE FACADE MAINTENANCE & STRUCTRUAL DWGS. LOCKER AREA (F) BS.04
9 A851
6" TCK CONCRETE SLAB OVER 15 MIL VAPOR BARRIER OVER 1" TCK SAND BED
LEVEL B1 -17' - 0"
20. DECORATIVE STANDING SEEMS FROM ROOFING MATERIAL AT 2'-4 1/2" O.C.
9
21. SINGLE PLY ROOFING OVER 1/2" THICK PROTECTION BOARD OVER SLOPED 1 1/2" METAL DECK.
A851
6" TCK CONCRETE SLAB OVER 15 MIL VAPOR BARRIER OVER 1" TCK SAND BED
Drawn by:
Author
Project No:
12.24034.00
Reviewed by:
Checker
22. ROOF OVERHANG ASSEMBLY.
LEVEL B1 -17' - 0"
23. METAL PANEL CLADDING. 24. ROOF OVERHANG SUPPORT STRUCTURE, SEE STRUCTURAL DWGS. 25. 7/8" CEMENT PLASTER OVER 4" METAL STUD FRAMING. 26. CONCRETE BEAM SEE STRUCTURAL DWGS.
Sheet Title
WALL SECTIONS-SUPPORT
3/30/2014 8:04:57 PM
27. 6" CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER OVER 1" THICK SAND. 28. SINGLE PLY ROOFING OVER 1/2" PROTECTION BOARD OVER 2" TCK (MIN) RIGID INSULATION OVER SLOPED STRUCTURAL SLAB. 29. PRE-FORMED ALUMINUM COPING.
3
ENLARGED WALL SECTION - SUPPORT - GRID 5,6&J-A741 3/8" = 1'-0"
1
ENLARGED WALL SECTION-SUPPORT-GRID 9,10&J 3/8" = 1'-0"
Original drawing is 42 x 30. Do not scale contents of this drawing.
Sheet Number
A758
Navisworks Model Coordination Views
LAWA ON-CALL AND TBIT - RETAIL
SPANDREL GLAZING OR METAL PANEL ROOF, TYP
5' - 0" 2' - 5"
SPANDREL GLAZING OR METAL PANEL, TYP
VISION GLASS, TYP
7' - 9"
15' - 2"
(E) ROOF PARAPET
20' - 3"
ELEVATION 1 (E) REINF. CONC. ELEVATOR STRUCTURE ENCLOSURE END PANEL SPANDREL GLAZING OR METAL PANEL ROOF
(E) LIGHT FIXTURES
(E) ROOF PARAPET
40°
SPANDREL GLAZING OR METAL PANEL ENCLOSURE END PANEL
VISION GLASS OPEN
ELEVATION 2
OPTION - 1
LAWA - ELEVATOR ENCLOSURES PACKAGE LOS ANGELES CALIFORNIA 90045 PS501-OPTION - 1
PARKING STRUCTURE ELEVATION 1 &2 N.T.S. 3/25/2011 3:06:10 PM 20090031-271
3D VIEW – CONCEPT STUDIES
TBIT - RETAIL LAWA WESTFIELD
SECTION / ELEVATION NOTES
2 / A7102
C18 2
3
4
A6113
A8066
A8066
1.
SEE SHEETS G0100 & G0101 FOR ARCHITECTURAL GENERAL NOTES, SYMBOLS & ABBREVIATIONS.
2.
COORDINATE WITH ALL PLANS & SPECIFICATIONS FOR CLARIFICATION OF SCOPE OF WORK.
3.
ALL EXISTING DIMENSIONS PROVIDED ARE FOR REFERENCE & TO BE VERIFIED IN FIELD PRIOR TO COMMENCING WORK.
4.
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL PARTITIONS, OPENINGS, EQUIPMENT, ETC.
5.
LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS.
6.
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS, REQUEST AND RECEIVE AN INTERPRETATION OR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION.
7.
CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
8.
PARTITIONS ARE DIMENSIONED FROM FACE OF GYPSUM BOARD, FACE OF MASONRY AND FACE OF EXISTING CONSTRUCTION. ANY INTERIOR PARTITIONS DIMENSIONED FROM FACE OF METAL STUD SHALL BE NOTED - "FOS" (FACE OF STUD)
9.
ALL ELEVATION DIMENSIONS TAKEN FROM LEVEL 04 T.O. SLAB, U.O.N.
(E) STAINLESS GRILLE TO REMAIN F21
F20A
5
LEVEL 05 - TOS PREMIER 60' - 6" LEVEL 05 - STERILE CONCOURSE 59' - 10"
16 3
A8067
20 A8067
SOFFIT AND GRILLE BEHIND GLASS SHOWN DASHED
10. FOR TENANT AREA & DIMENSIONS REFER TO WCM "A2" LEASE EXHIBITS.
Sim
11. SEE A8001 DRAWINGS FOR PARTITION TYPES, NOTES AND DETAILS. 12. SEE A9001 FOR SYSTEM ASSEMBLY FINISH SPECIFICATION, METAL AND COLUMN WRAP SCHEDULES. 13. SEE S-SERIES DRAWINGS FOR RELATED STRUCTURAL INFORMATION. 14. SEE FA-SERIES DRAWINGS FOR RELATED FIRE ALARM INFORMATION.
S01
15. SEE FP-SERIES DRAWINGS FOR FIRE PROTECTION INFORMATION.
4
S02
16. SEE P-SERIES DRAWINGS FOR RELATED PLUMBING INFORMATION. 17. SEE M-SERIES DRAWINGS FOR RELATED MECHANICAL INFORMATION.
OPEN
18. SEE E-SERIES DRAWINGS FOR RELATED ELECTRICAL INFORMATION. 19. SEE LV-SERIES DRAWINGS FOR RELATED TELECOMMUNICATIONS, AUDIOVISUAL AND SECURITY INFORMATION. C4
C8
C12
C16
C3
C7
C11
C15
C2
C6
C10
C14
C1
C5
C9
C13
20. (E) CONDITION OF CONC. SLAB SHALL BE VERIFIED BY GC. GC SHALL EXAMINE & TEST AS NECESSARY FOR SLAB MOISTURE LEVELS REQ'D FOR SPECIFIED MATERIALS. ELEVATION LEVELS OF SLAB TO BE ACCEPTABLE TOLERANCES & SMOOTHNESS FOR INSTALLATION OF SPECIFIED MATERIALS.
LEVEL 04 - FF DEPARTURES 43' - 2 3/8"
S03
LEVEL 04 - TOS DEPARTURES 43' - 2" COLUMN BEYOND (SHOWN DASHED)
21. PROTECT ADJACENT SURFACES, MATERIALS, EQUIPMENT & SIGNAGE TO REMAIN PER SPECIFICATIONS.
3 5
22. ANY DAMAGE TO SURROUNDING WALLS, FLOORS, COLUMN COVERS, CEILINGS, SIGNAGE OR ANY OTHER PART OF THE BUILDING CAUSED BY CONCESSIONS SCOPE WORK SHALL BE RESTORED, REPAIRED &/OR REPLACED TO SATISFACTION OF ENGINEER AT NO ADDITIONAL COST TO LOS ANGELES WORLD AIRPORTS (LAWA). FINISHES TO MATCH EXISTING (APPROVAL BY ENGINEER).
KEY PLAN
INTERIOR ELEVATION - AREA C4 - LEVEL 04 - T41-NG AND T42-R - WEST
3 A24C4 A7102
0 1' 2'
4'
8'
23. THE SCOPE OF WORK SHOWN IS LIMITED TO SHELL CONSTRUCTION FOR FUTURE TENANTS. ALL CONSTRUCTION ASSOCIATED WITH FUTURE TENANT BUILD-OUT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR A SEPARATE TENANT PLAN CHECK REVIEW INDEPENDENT OF THE WORK SHOWN IN THE SET DRAWINGS.
16'
1/4" = 1'-0"
SECTION / ELEVATION LEGEND X14.3
X15
X16
X17
X17.7
GYPSUM BOARD (FINISH BY TENANT)
X18 3 / A7102
1 / A7102
3 A6112
(E) BASE BUILDING COLUMN FINISH TO REMAIN
(E) BASE BUILDING COLUMN FINISH TO REMAIN
5 F21
METAL PANEL CLADDING
5
F20A
KEYNOTES
S02
3
S02
5
NEW CONSTRUCTION DEMISING WALL. (PARTITION TYPE T) REFER TO TENANT FINISH NOTE ON PARTITION TYPES, DRAWINGS A8001.
8 1 2
EDGE OF FLOOR FINISH. REFER TO FLOOR FINISH TRANSITION DETAIL 13/AA8021.
3
INFLECTION POINT AT RADIUS.
4
NEW STRUCTURAL COLUMN SEE S-SERIES DRAWINGS.
5
EXISTING BASE BUILDING CONSTRUCTION TO REMAIN (SHOWN IN HALF-TONE SCREEN.)
6
DISCONNECT AND RELOCATE EXISTING BASE BUILIDNG WIFI TO LOCATION SHOWN. SEE E – SERIES DRAWINGS FOR RELATED ELECTRICAL INFORMATION. 4 DISCONNECT AND RELOCATE EXISTING BASE BUILIDNG SPEAKER / STROBE TO LOCATION SHOWN. SEE FA SERIES DRAWINGS FOR RELATED FIRE ALARM INFORMATION. FOR TYP MOUNTING HEIGHT REQUIREMENTS SEE DETAIL 16/FA6001.
MT02
3
2' - 0"
2' - 0"
MT02
1 7
10' - 0"
OPEN
10' - 0"
C-10T
OPEN
LEVEL 04 - TOS DEPARTURES 43' - 2" S01
S03
S01
3
S03
S02
1
LEASE LINE PER WCM "A2" EXHIBIT.
2
FUTURE TENANT IMPROVEMENTS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR SEPARATE TENANT PLAN CHECK.
C4
C8
C12
C16
3
WALL FINISHES BY TENANT, (N.I.C.)
C3
C7
C11
C15
4
FLOOR FINISHES BY TENANT, (N.I.C.)
5 C2
C6
C10
C14
C5
C9
C13
TENANT TO CONNECT TO UTILITY STUB-OUTS & DISTRIBUTE AS REQUIRED. COORDINATE WITH MEP, FA, FP & LV DWGS (N.I.C.). FINAL LOCATIONS OF SLAB PENETRATIONS TO BE VERIFIED & DETERMINED PRIOR TO CONSTRUCTION START VIA FIELD WALK(S) & X-RAY. WHERE POCs BELOW SLAB ARE INDICATED - PENETRATIONS ARE IN TENANT SCOPE OF WORK & SHALL BE PER STRUCTURAL DETAIL 4/S0104 TO AVOID REINFORCEMENT OF EXISTING SLAB(S) WHENEVER POSSIBLE.
6
CEILING FRAMING, FINISHES, AND MEP FP SYSTEMS PER TENANT, (N.I.C.)
7
CEILING FINISHES BY TENANT, (N.I.C.)
C1
INTERIOR ELEVATION - AREA C3 - LEVEL 04 - T42-R, T43-R, T44A-FB AND T44B-FB - WEST
0 1' 2'
4'
8'
16'
FINISH LEGEND
1/4" = 1'-0"
X10.8
X11
X11.8
X12
X12.3
X13
2 / A7102
A6112 (E) BASE BUILDING COLUMN FINISH TO REMAIN
(E) BASE BUILDING COLUMN FINISH TO REMAIN C-01 5
5
7
F21
F21
4
F01
TERRAZZO
F17
RECYCLED CRUSED GLASS
F01A
TERRAZZO
F19
EPOXY GROUT
F02
PTD. GYP. BD
F20
ALUMINUM PANEL
F03
PTD. GYP. BD (HEALTH COMPLIANT)
F04
PTD. STEEL
X13.3
2
C-01
4
KEY PLAN
S01
A24C3 A24C1 A7102
DISCONNECT AND RELOCATE EXISTING BASE BUILIDNG CCTV TO LOCATION SHOWN. SEE LV – SERIES DRAWINGS FOR RELATED SECURITY INFORMATION. PER FUTURE TENANT IMPROVEMENTS
LEVEL 04 - FF DEPARTURES 43' - 2 3/8"
2
8 C-10T
4
F20A
4
PAINTED GYP BOARD
F21
PLASTIC LAMINATE
F22
METALLIC LAMINATE
F05A
MOSAIC TILE
F05B
MOSAIC TILE
S01
SLIDE & FOLD SECURITY GRILLE
F06A
MOSAIC TILE
S02
FIXED STAINLESS STEEL / GLASS STOREFRONT
F08
ACRYLIC SOLID SURFACE PANEL (BY TENANT)
S03
STOREFRONT STAINLESS STEEL BASE
F09
VENETIAN PLASTER
S04
STRUCTURAL STEEL PLATE LATTICE
F12
MTL. PANEL CLG.
MT01
ALUMINUM REVEAL
F13
WD. VENEER CLG. LOUVERS
MT02
STAINLESS STEEL DECORATIVE BAR GRILLE DIFFUSER HORIZONTAL BLADE ORIENTATION
F14
CEILING CAVITY PAINT
A8065
5
F20A
2' - 0"
11' - 6"
10' - 0"
3
C-10T
10' - 0"
1
F20A
17' - 5 1/2"
2' - 0"
6"
MT02
MT02
OPEN
OPEN
LEVEL 04 - TOS DEPARTURES 43' - 2" S01
F16
SPRAY APPLIED ACOUSTIC INSULATION
STAINLESS STEEL REMOVABLE DECORATIVE BAR GRILLE DIFFUSER VERTICAL BLADE ORIENTATION
OPEN
LEVEL 04 - FF DEPARTURES 43' - 2 3/8"
S01
CEILING BAFFLE
MT03
OPEN
3
S02
F15
4
C4
C8
C12
C16
C3
C7
C11
C15
C2
C6
C10
C14
C1
C5
C9
C13
S02
KEY PLAN
INTERIOR ELEVATION - AREA C3 - LEVEL 04 - T45-FB, T46-R, T47-R AND T48-FB - WEST
0 1' 2'
4'
8'
16'
1/4" = 1'-0"
PROFESSIONAL SEAL
DATE
TE
IA
R
OF
10/30/2012 12/17/2012
INSTRUCTION BULLETIN #1 INSTRUCTION BULLETIN #2
DATE
Los Angeles World Airports
ISSUE DESCRIPTION
Bradley West Concessions
AREA C3 & C4 - INTERIOR ELEVATION Bradley West Core - 380 World Way, LA, CA 90045 SUBMITTED BY
APPROVED BY
CHIEF OF AIRPORTS PLANNING
N
LI C
ID
C 19127 AUG 31, 2013 RENEWAL DATE
4 5
DE-SCOPING/RE-SCOPING SUBMITTAL 60% PROGRESS LAWA SUBMITTAL LADBS SUBMITTAL
JR .
9530 Jefferson Boulevard, Culver City, CA 90232 Voice: 310 838 9555 Fax: 310 838 9586 Contact: BRIAN COOK Internet: http://www.hok.com
D AV
INTERIORS, GRAPHICS, CONSULTING
ER
2525 Michigan Ave, Bldg T4 Santa Monica, CA 90404 Voice: 310 828 1100 Fax: 310 828 1162 Contact: DAVID MONTALBA Internet: http://www.montalbaarchitects.com
E D ARCH I OL G. H L I S T
CT
11601 Wilshire Boulevard, 11th Floor Los Angeles, CA 90025 Voice: 310 445 2442 Fax: 310 466 8321 Contact: MICHAEL S. JONES Internet: http://www.westfield.com
NS
A
ARCHITECTURE
E
ARCHITECTURE, ENGINEERING, PLANNING, CONCESSION MANAGEMENT
TE
Voice: 424 646 7202 Fax: 424 Contact: MICHAEL J. DOUCETTE
ISSUE DESCRIPTION
04/27/2012 06/26/2012 07/30/2012
FO CAL I
DRAWN
CHECKED
Author SCALE
FILE NAME
X.X.
OF DWG NO.
DATE
As indicated All reproduction & intellectual property rights reserved © 2012
CHIEF AIRPORTS ENGINEER PLAN SET NUMBER
03/29/2013
20120000-000 A7102
SHEET
A7102
FOR CONSTRUCTION SET
HELLMUTH, OBATA + KASSABAUM, INC. One World Way, room 204 Los Angeles, CA 90045
ST
B:\Revit Projects\F32 BC-ARCH-central_silvia.trigueros.rvt
1 A24C3 A24C2 A7102
SECTION / ELEVATION NOTES 4
1.
SEE SHEETS G0100 & G0101 FOR ARCHITECTURAL GENERAL NOTES, SYMBOLS & ABBREVIATIONS.
2.
COORDINATE WITH ALL PLANS & SPECIFICATIONS FOR CLARIFICATION OF SCOPE OF WORK.
3.
ALL EXISTING DIMENSIONS PROVIDED ARE FOR REFERENCE & TO BE VERIFIED IN FIELD PRIOR TO COMMENCING WORK.
4.
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL PARTITIONS, OPENINGS, EQUIPMENT, ETC.
5.
LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS.
6.
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS, REQUEST AND RECEIVE AN INTERPRETATION OR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION.
7.
CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.
8.
PARTITIONS ARE DIMENSIONED FROM FACE OF GYPSUM BOARD, FACE OF MASONRY AND FACE OF EXISTING CONSTRUCTION. ANY INTERIOR PARTITIONS DIMENSIONED FROM FACE OF METAL STUD SHALL BE NOTED - "FOS" (FACE OF STUD)
9.
ALL ELEVATION DIMENSIONS TAKEN FROM LEVEL 04 T.O. SLAB, U.O.N.
4 A6117 S04
WHITE ALUMINUM TUBE FRAME TENANT SIGNAGE ELEMENT TYP, SHOWN DASHED FOR CLARITY (BY TENANT)
4
5
5
F20A
1' - 11"
F20A
3
7
WHITE ALUMINUM TUBE FRAME TENANT SIGNAGE ELEMENT TYP, SHOWN DASHED FOR CLARITY (BY TENANT) 4
F04
3
10. FOR TENANT AREA & DIMENSIONS REFER TO WCM "A2" LEASE EXHIBITS.
S01
7
S01
A8061
1' - 11" 1' - 7"
S04
F04
11. SEE A8001 DRAWINGS FOR PARTITION TYPES, NOTES AND DETAILS.
A8061
12' - 0"
12' - 0"
12. SEE A9001 FOR SYSTEM ASSEMBLY FINISH SPECIFICATION, METAL AND COLUMN WRAP SCHEDULES. 13. SEE S-SERIES DRAWINGS FOR RELATED STRUCTURAL INFORMATION. 14. SEE FA-SERIES DRAWINGS FOR RELATED FIRE ALARM INFORMATION. 15. SEE FP-SERIES DRAWINGS FOR FIRE PROTECTION INFORMATION. 16. SEE P-SERIES DRAWINGS FOR RELATED PLUMBING INFORMATION. LEVEL 04 - FF DEPARTURES 43' - 2 3/8"
LEVEL 04 - FF DEPARTURES 43' - 2 3/8" LEVEL 04 - TOS DEPARTURES 43' - 2" S02
17. SEE M-SERIES DRAWINGS FOR RELATED MECHANICAL INFORMATION.
LEVEL 04 - TOS DEPARTURES 43' - 2"
18. SEE E-SERIES DRAWINGS FOR RELATED ELECTRICAL INFORMATION.
7
7 BEYOND
S02
S02
9
19. SEE LV-SERIES DRAWINGS FOR RELATED TELECOMMUNICATIONS, AUDIOVISUAL AND SECURITY INFORMATION.
S02
BEYOND
9
20. (E) CONDITION OF CONC. SLAB SHALL BE VERIFIED BY GC. GC SHALL EXAMINE & TEST AS NECESSARY FOR SLAB MOISTURE LEVELS REQ'D FOR SPECIFIED MATERIALS. ELEVATION LEVELS OF SLAB TO BE ACCEPTABLE TOLERANCES & SMOOTHNESS FOR INSTALLATION OF SPECIFIED MATERIALS.
S03 S03 F20 F20
21. PROTECT ADJACENT SURFACES, MATERIALS, EQUIPMENT & SIGNAGE TO REMAIN PER SPECIFICATIONS.
INTERIOR ELEVATION - AREA C2 - LEVEL 04 - T36-R AND T37-R
4 A2944 A7104
3
1/4" = 1'-0"
A24C2 A7104
INTERIOR ELEVATION - AREA C3 - LEVEL 04 - T53-R AND T54-R
22. ANY DAMAGE TO SURROUNDING WALLS, FLOORS, COLUMN COVERS, CEILINGS, SIGNAGE OR ANY OTHER PART OF THE BUILDING CAUSED BY CONCESSIONS SCOPE WORK SHALL BE RESTORED, REPAIRED &/OR REPLACED TO SATISFACTION OF ENGINEER AT NO ADDITIONAL COST TO LOS ANGELES WORLD AIRPORTS (LAWA). FINISHES TO MATCH EXISTING (APPROVAL BY ENGINEER).
1/4" = 1'-0"
23. THE SCOPE OF WORK SHOWN IS LIMITED TO SHELL CONSTRUCTION FOR FUTURE TENANTS. ALL CONSTRUCTION ASSOCIATED WITH FUTURE TENANT BUILD-OUT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR A SEPARATE TENANT PLAN CHECK REVIEW INDEPENDENT OF THE WORK SHOWN IN THE SET DRAWINGS.
SECTION / ELEVATION LEGEND
4
3
2
A6114
A6114
A6114
GYPSUM BOARD (FINISH BY TENANT)
MT03
S04 13
13
A8061
A8061
4
4
F04
METAL PANEL CLADDING
WHITE ALUMINUM TUBE FRAME TENANT SIGNAGE ELEMENT TYP, SHOWN DASHED FOR CLARITY (BY TENANT)
?
4
KEYNOTES
8 3
A8061
5
1
8
7' - 0"
5 A8061
NEW CONSTRUCTION DEMISING WALL. (PARTITION TYPE T) REFER TO TENANT FINISH NOTE ON PARTITION TYPES, DRAWINGS A8001.
1
3
A8061 6' - 10"
3' - 6"
F20A
1
2
EDGE OF FLOOR FINISH. REFER TO FLOOR FINISH TRANSITION DETAIL 13/AA8021.
3
INFLECTION POINT AT RADIUS.
4
NEW STRUCTURAL COLUMN SEE S-SERIES DRAWINGS.
5
EXISTING BASE BUILDING CONSTRUCTION TO REMAIN (SHOWN IN HALF-TONE SCREEN.)
6
DISCONNECT AND RELOCATE EXISTING BASE BUILIDNG WIFI TO LOCATION SHOWN. SEE E – SERIES DRAWINGS FOR RELATED ELECTRICAL INFORMATION. 4 DISCONNECT AND RELOCATE EXISTING BASE BUILIDNG SPEAKER / STROBE TO LOCATION SHOWN. SEE FA SERIES DRAWINGS FOR RELATED FIRE ALARM INFORMATION. FOR TYP MOUNTING HEIGHT REQUIREMENTS SEE DETAIL 16/FA6001.
5 A8061
3
S01 7
4
A8061 8' - 6"
7 7
A8061 4' - 0"
4' - 6"
4' - 0"
8' - 6"
A8061
4' - 6"
12' - 0"
3 4
LEVEL 04 - FF DEPARTURES 43' - 2 3/8"
7
VAV THERMOSTAT S01
1' - 4"
S02
S03
2
F20
VAV THERMOSTAT FIRE EXTINGUISHER CABINET "FEC-3" 9 F20
1' - 4"
S01
FIRE EXTINGUISHER CABINET "FEC-3"
9
S02
8
DISCONNECT AND RELOCATE EXISTING BASE BUILIDNG CCTV TO LOCATION SHOWN. SEE LV – SERIES DRAWINGS FOR RELATED SECURITY INFORMATION.
1
LEASE LINE PER WCM "A2" EXHIBIT.
2
FUTURE TENANT IMPROVEMENTS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR SEPARATE TENANT PLAN CHECK.
3
WALL FINISHES BY TENANT, (N.I.C.)
4
FLOOR FINISHES BY TENANT, (N.I.C.)
5
TENANT TO CONNECT TO UTILITY STUB-OUTS & DISTRIBUTE AS REQUIRED. COORDINATE WITH MEP, FA, FP & LV DWGS (N.I.C.). FINAL LOCATIONS OF SLAB PENETRATIONS TO BE VERIFIED & DETERMINED PRIOR TO CONSTRUCTION START VIA FIELD WALK(S) & X-RAY. WHERE POCs BELOW SLAB ARE INDICATED - PENETRATIONS ARE IN TENANT SCOPE OF WORK & SHALL BE PER STRUCTURAL DETAIL 4/S0104 TO AVOID REINFORCEMENT OF EXISTING SLAB(S) WHENEVER POSSIBLE.
6
CEILING FRAMING, FINISHES, AND MEP FP SYSTEMS PER TENANT, (N.I.C.)
7
CEILING FINISHES BY TENANT, (N.I.C.)
PER FUTURE TENANT IMPROVEMENTS
LEVEL 04 - TOS DEPARTURES 43' - 2" S01
S03
INTERIOR ELEVATION - AREA C2/C3 - LEVEL 04 - T36-R, T52-R AND T53-R
A24C1 A7104
1/4" = 1'-0"
4
FINISH LEGEND X7
X7.3
X8
X8.4
X9
X10
X10.8
X11
X11.8
X12
4
F01
TERRAZZO
F17
RECYCLED CRUSED GLASS
F01A
TERRAZZO
F19
EPOXY GROUT
F02
PTD. GYP. BD
F20
ALUMINUM PANEL
F03
PTD. GYP. BD (HEALTH COMPLIANT)
F04
PTD. STEEL
GL MT03
S04 2
MT03
A8061 13
4
A8061
F04
13
2
1
A8061
WHITE ALUMINUM TUBE FRAME TENANT SIGNAGE ELEMENT TYP, SHOWN DASHED FOR CLARITY (BY TENANT) 4
4
A8061
A8061
F20A
1 8 A8061
5 3
MOSAIC TILE
S01
SLIDE & FOLD SECURITY GRILLE
F06A
MOSAIC TILE
S02
FIXED STAINLESS STEEL / GLASS STOREFRONT
F08
ACRYLIC SOLID SURFACE PANEL (BY TENANT)
S03
STOREFRONT STAINLESS STEEL BASE
F09
VENETIAN PLASTER
S04
STRUCTURAL STEEL PLATE LATTICE
F12
MTL. PANEL CLG.
MT01
ALUMINUM REVEAL
F13
WD. VENEER CLG. LOUVERS
MT02
STAINLESS STEEL DECORATIVE BAR GRILLE DIFFUSER HORIZONTAL BLADE ORIENTATION
F14
CEILING CAVITY PAINT
5
S01 4
1' - 4"
A8061
CO2 SENSOR PULL STATION SEE ALSO FA DWGS)
S03
CEILING BAFFLE
F16
SPRAY APPLIED ACOUSTIC INSULATION
8' - 6"
STAINLESS STEEL REMOVABLE DECORATIVE BAR GRILLE DIFFUSER VERTICAL BLADE ORIENTATION
MT03
3
7 A8061
5' - 0"
4' - 6"
6'-8" MIN, TYP
11
VAV THERMOSTAT
4' - 0"
5' - 0"
4' - 6"
4' - 0"
8' - 6"
VAV THERMOSTAT
S02
4
F15
7
7
A8061 8' - 0" MAX, TYP
12' - 0"
4 A8061
METALLIC LAMINATE
F05B
A8061
3
PLASTIC LAMINATE
F22
MOSAIC TILE
7
S01
4
PAINTED GYP BOARD
F21
F05A
5
A8061
F20A
3
6' - 10"
8 A8061 6' - 10"
3' - 6"
1
4
LEVEL 04 - FF DEPARTURES 43' - 2 3/8"
C4
C8
C12
C16
LEVEL 04 - TOS DEPARTURES 43' - 2"
C3
C7
C11
C15
C2
C6
C10
C14
C1
C5
C9
C13
4 9
S01
S02
CO2 SENSOR FIRE EXTINGUISHER CABINET "FEC-3" 9
F20
S01
S03
F20
KEY PLAN
INTERIOR ELEVATION - AREA C2/C3 - LEVEL 04 - T37-R, T52-R AND T54-R
0 1' 2'
4'
8'
16'
1/4" = 1'-0"
PROFESSIONAL SEAL
DATE
TE
IA
R
OF
1 4 5 9
DE-SCOPING/RE-SCOPING SUBMITTAL 60% PROGRESS LAWA SUBMITTAL LADBS SUBMITTAL
08/24/2012 10/30/2012 12/17/2012 04/16/2013
LADBS BACKCHECK SUBMITTAL INSTRUCTION BULLETIN #1 INSTRUCTION BULLETIN #2 INSTRUCTION BULLETIN #6
DATE
Los Angeles World Airports
ISSUE DESCRIPTION
Bradley West Concessions
AREA C2 & C3 - INTERIOR ELEVATION Bradley West Core - 380 World Way, LA, CA 90045 SUBMITTED BY
APPROVED BY
CHIEF OF AIRPORTS PLANNING
N
LI C
ID
C 19127 AUG 31, 2013 RENEWAL DATE
JR .
9530 Jefferson Boulevard, Culver City, CA 90232 Voice: 310 838 9555 Fax: 310 838 9586 Contact: BRIAN COOK Internet: http://www.hok.com
D AV
INTERIORS, GRAPHICS, CONSULTING
ER
2525 Michigan Ave, Bldg T4 Santa Monica, CA 90404 Voice: 310 828 1100 Fax: 310 828 1162 Contact: DAVID MONTALBA Internet: http://www.montalbaarchitects.com
E D ARCH I OL G. H L I S T
CT
11601 Wilshire Boulevard, 11th Floor Los Angeles, CA 90025 Voice: 310 445 2442 Fax: 310 466 8321 Contact: MICHAEL S. JONES Internet: http://www.westfield.com
NS
A
ARCHITECTURE
E
ARCHITECTURE, ENGINEERING, PLANNING, CONCESSION MANAGEMENT
TE
Voice: 424 646 7202 Fax: 424 Contact: MICHAEL J. DOUCETTE
ISSUE DESCRIPTION
04/27/2012 06/26/2012 07/30/2012
FO CAL I
DRAWN
CHECKED
Author SCALE
FILE NAME
X.X.
OF DWG NO.
DATE
As indicated All reproduction & intellectual property rights reserved © 2012
CHIEF AIRPORTS ENGINEER PLAN SET NUMBER
03/29/2013
20120000-000 A7104
SHEET
A7104
FOR CONSTRUCTION SET
HELLMUTH, OBATA + KASSABAUM, INC. One World Way, room 204 Los Angeles, CA 90045
ST
B:\Revit Projects\F32 BC-ARCH-central_silvia.trigueros.rvt
1 A24C1 A7104