Victor Zhang - Professional Works 2011-2016 by Bowen Victor Zhang

PROFESSIONAL WORKS | 2016 - 2021 BOWEN VICTOR ZHANG, AIA

VICTOR ZHANG, AIA REGISTERED ARCHITECT/PROJECT DESIGNER AT HLW

PROFILE

WORK EXPERIENCE

My primary experience has been working on commercial and creative office type projects in the Los Angeles area. My projects range from new construction to adaptive reuse projects of various sizes. Having worked though all phases of design and construction, I have a well rounded understanding of the industry and what I can offer and contribute to the project at hand. Coming from a design background, I care deeply about creating the best design solutions while staying grounded to the constraints of the real world. Problem will always surface in life and I pride myself in my problem-solving abilities.

HLW International

In my free time, I love playing tennis, cooking, and finding a cafe to spend the day reading in. I also enjoy digging deeper into current events and perspectives that diversify the way I think.

Project Architect / Project Designer

774-275-4335 bowenvzhang@gmail.com Los Angeles, CA

Santa Monica, CA May 2016 - Present

Project Experience: Schematic Design/Design Development: • Research market comps during design phases to deliver unique solutions/products. • Produce design presentations for review by client and other stakeholders. • Utilize 3D softwares such as Sketchup and Revit to create 3D models and visuals. • Present conceptual and schematic design decks to clients and other stakeholders. • Coordinate with consultants to determine preliminary systems for pricing and construction feasibility.

Construction Documentation and Administration: • Attain approvals and permits from governing city and state agencies. • Coordinate consultants to produce CDs for bidding and construction. • On-site inspection of construction progress and communication with G.C and trades. • Review construction RFIs, submittals, and change orders during construction phase.

Professional Works: 180 E Ocean Blvd - repositioning of commercial office building

SD-CA

2901 Wilshire Blvd - facade renovation of medical office building

SD-CA

Union Bank Plaza - revitalization of prominent retail plaza in DTLA

SD-CD

Google Building E - repositioning of office building for tech client

SD-CD

N. Vine Campus - adaptive re-use and ground up creative office campus

SD-DD

USC East Library - study for ground up office tower for education client

Zhujiang Beer HQ - international competition for mixed-use project.

Gensler Internship Pembrooke and Ives Internship

Boston, MA May 2015 - Aug 2015 New York, NY Jun 2014 - Nov 2014

CERTIFICATIONS AND ORGANIZATIONS SOFTWARES

Registered Architect in California

Nov 2019 - Present

Revit SketchUp Rhino Adobe Illustrator Adobe Photoshop Adobe InDesign Microsoft Suite Enscape V-Ray Auto CAD Grasshopper

Urban Land Institute YLG

Jun 2019 - Present

ACE Mentor Program Team Leader

May 2016 - Present

LANGUAGES

A.C.E. Mentor of the Year Mango Vinyl Hub Design Competition - Honorable Mention Thesis Exhibition Prize Ralph T. Walker Travel Grant King and King Design Competition

English (Fluent) Mandarin Chinese (Fluent) Spanish (Proficient)

EDUCATION Syracuse University, Bach. Architecture Magna Cum Laude Total GPA: 3.56/ Design GPA: 3.82

Syracuse, NY Sep 2011 - May 2016

AWARDS Feb 2018 Jun 2017 May 2016 Nov 2015 May 2015

CONTENTS HIGHLIGHT PROJECTS: ZHUJIANG BEER HQ

pg 4-15

International competition of 2 million SF mixed-use campus for ZhuJiang Beer Co. including office, luxury hotel, apartments and five story commercial podium.

CBS West Coast HQ

Competition for 275, 000 sf HQ building for CBS in the Los Angeles. Building program includes office space, cafeteria, executive suites, and 90 seat screening room.

180 E. OCEAN BLVD. Building repositioning of existing Class-A office building including expansion of

pg 16-23

pg 24-31

main lobby, addition of eyebrow canopy, and typical corridor upgrades.

2901 WILSHIRE BLVD. Facade recladding, ground level exterior improvements and interior lobby and

pg 32-39

UNION BANK PLAZA Revitalization of existing food and retail plaza at high profile location in DTLA.

pg 40-45

corridor upgrades of existing four story medical office building.

Scope of work includes new landscape, canopy and facade cladding.

N. VINE CAMPUS 95,000 sf campus comprised of existing two-story historic building and three story

pg 46-55

ground-up creative office building with central amenity courtyard.

MISC PROJECTS: MANGO VINYL HUB

pg 56-57

UBP CORAL TREE PLAZA

pg 58-59

VIBE ARTS DISTRICT

pg 60

WAREHOUSE ON GRAND

pg 61

USC EAST LIBRARY BUILDING

pg 62

GOOGLE BUILDING E

pg 63

ZhuJiang Beer HQ Owner: ZhuJiang Beer Co. Location: GuangZhou, China HLW Project Team: David Swartz (P.I.C.), Bicen Ye (P.M.), Victor Zhang (Project Designer), Jianxin Li (Job Captain), Weina Li (Interior Designer), Keith Tu (Arch. Designer) Collaboration Partner in China: CNS

The ZhuJiang Beer HQ competition is an international competition for a 2 million SF mixed-use, waterfront development including office HQ for ZhuJiang Beer Co, for lease office space, luxury hotel and apartment tower, and 5 story commercial podium. In addition to the new construction, a variety of industrial buildings scattered accross the site were available for adaptive re-use instead of razing all existing site conditions. At the center of our design philosophy was the idea of preserving the existing to compliment the new. When approaching a site with a variety of disparate elements, it was essentail to interlace the old with the new, the river and the city, the industrail and the luxury, traditional and modern lifestyles etc. The vision for the project is to create a continuous 24-hr circadian cycle of activity that will bring in life through all hours of the day and maximize the usage of development by the public in addition to the everyday workers.Through the use of design and attantion to the various calm and energetic experiences that one could experience, Pearl River Beer HQ should be a one of a kind experience for all ages and types of people.

Natural Interlace is the core and foundation of our concept: Natural Interlace in the beer loop.The loop is a natural interlace bringing the different components of the project together - the existing structures, rivers and neighboring communities are the natural components that inspired us to creat the beer loop. Natural Interlace in the key architectural design elements.The horizontal bars interlace the buildings in and out of the campus together cohesively.The detail in the opening of the exteriror walls on the hotel level intercacing indoor and outdoor, nature and manmade elements, to create a harmoniouse environment.Using of the solar panels on the roof is a form of interlacing with nature to optimize the building.

Axonometric

Unique to the Zhujiang Beer HQ site is not only the proximity to the river, what is also unique is the abundance of programs and activities for various user groups around the entire CBD zone. Thus a symbiotic relationship can be established where the CBD zone provides people of all backgrounds to potentially visit our site while our site can provide relief from the monotony of office towers and apartment buildings with fun and dynamic experiences throughout a 24 hour cycle. When viewed seperately, the main programs of the development and the associated user groups underutilized the site. The office program is only active dring working hours, residential program is only utilized in after-work hours and hospitality program does not provide for other incentive to stay on the site other than resting at night. How can design be used to connect these programs to not only create more foot traffic onto the site throughout all hours of the day and also enrichthe time already spent on the site?

Formal Strategy

Existing Condition: Party Pier has no connection to site

Modify Party Pier: Massing of Party Pier is pulled back and pushed to create spatial hierarchy and larger public spaces.

Maximum Building Massing: Explore the new building massing per zoning code and floor area requirements.

Connecting Urban Axis: Modify maximum building massing to connect central building axis to Party Pier axis.

Setback Podium Massing: Set back podium levels around central plaza for a more human-scale public space and to allow for terracing green spaces at various levels.

Smoothen Massing: Podium and tower massings are smoothened to create organic form that emphasizes central plaza and provides various sweeping views.

Horizontal Connection Bars: Horizontal connection bars bridge buildings throughout the site and help unify identity of the site.

Proposed condition: Urban Loop connecting site to larger urban context is placed on site with areas of overlap with site loop.

Program Diagram

建筑设计

新建筑设计

功能剖面

酒店裙楼

ARCHITECTURAL DESIGN

BUILDING SECTION Department Legend

Sections

Level 24

104500 100000

Level 23 Level 22 Level 21 Level 20 Level 19 Level 18 Level 17 Level 16 Mezzanine Level 15 Level 14 Level 13 Level 12 Level 11

新建筑设计

Level 10 Level 9 Level 8 Level 7

办公楼

95500 91700 87200 82700 78200 73700 69400 65100 60800 56800 52800 49000 45000 41000 37000 33000 29000 25000

Level 6 BUILDING SECTION 20000 Level 5 Level 4

Department Legend

Level 3 Level 2

AMENITY

Level 1

15000 10000 5000 0

OFFICE PARKING REFUGE RESTAURANT RETAIL

69400

BOH

HOTEL

78200

2000

8600

82700

5000 3400 3400 3400 3400 3400 3400 3400 3400 3400 5200

87200

42000 38600 35200 31800 28400 25000 20000 15000 10000 5000 0 -4500 -7500 -10500

Level 14 Level 13 Level 12 Level 11 Level 10 Level 9 Level 8 Level 7 Level 6 Level 5 Level 4 Level 3 Level 2 Level 1 B1 B2 B3

15000 10000 5000 0 -4500

52200 48800 45400 42000 38600 35200 31800 28400 25000 20000

-7500 -10500

Level 17

Level 16 Level 15 Level 14 Level 13 Level 12 Level 11 Level 10 Level 9 Level 8 Level 7 Level 6 Level 5 Level 4 Level 3 Level 2 Level 1 B1 B2 B3

LEGEND

Department Legend Amenity AMENITY Apartment APARTMENT BOH B.O.H.

Circulation CIRCULATION HOTEL Hotel OFFICE Office

Parking PARKING Refuge REFUGE Restaurant RESTAURANT Retail RETAIL

PODIUM & HOTEL SECTION1

1 73700 8 1 : 500 69400 65100 60800

69400

228 600

91700

5000

95500

55600

5000

100000

60800

5000

69400

5000

104500

45400

Level 15

226

3000 3000 4500

109000

48800

ARCHITECTURAL

RETAIL

0 4300 4300 4500 4500 4500 4500 3800 4500 4500 4500 4500 4500

52200

Level 16

1 : 650

酒店裙楼RESTAURANTBUILDING SECTION

113500

55600

Level 17

SECTION @ PODIUM & HOTEL

PARKING

120000 118000

60800

ARCHITECTURAL DESIGN

APARTMENT

CIRCULATION 新建筑设计

8600

Level 25

109000

HOTEL

300030004500 5000 5000 5000 5000 5000 340034003400340034003400340034003400 5200

Level 26

113500

2000

Level 27

120000 118000

5000 5000 5000 5000 5000 4000 4000 4000 4000 4000 400038004000 4000 4300 4300 4300 4500 4500 4500 4500 3800 4500 4500 4500 4500 4500

CIRCULATION Parapet Level 28

能剖面

APARTMENT BOH

筑设计

et 28

AMENITY

184

60800

Level 1

Ground Level Site

Ground Level Site Plan

Thrid Level Site Plan

Level Three Site Plan

View From Urban Park

View From Campus Track

BEER GARDEN CONCEPT: Resting at the top of the hotel/residential tower and connecting to the office tower, the Sky Beer Garden provides a space of leasure and exploration for both the daily office workers and visiting guests. Maant to showcase the history, innovation, and creativity of the Zhujiang Beer company. Designed as an open 建筑设计新建筑设计 ARCHITECTURAL DESIGN plan, the the|in only interupted by the playful geometries of various exhibits and meeting programs to provide a meandering experience for those visiting. The ceiling of the exhibition space is composed of circular geometries that feel up to provide natural lighting into the space while also implying the texture of beer 啤酒文化中心设计概念 SPATIAL VISION bubbles floating the the surface.

216

Sky Beer Garden Concept Axon

吧台 BAR

企业展厅 CORPORATE SHOWROOM

吧台 BAR

展厅 SHOWROOM

餐厅/食堂 RESTAURANT

吧台 BAR

接待 RECEPTION

餐厅/食堂 RESTAURANT

多功能厅 CONFERENCE

建筑设计

会议新建筑设计 CONFERENCE

建筑平面图

展厅 SHOWROOM

17层啤酒文化中心屋顶平面

商务中心 BUSINESS CENTER

会议 CONFERENCE

ARCHITECTURAL DESIGN

展厅 SHOWROOM

FLOOR PLANS

Department Legend BOH CIRCULATION

Sky Beer Garden Plan

OFFICE

213 G H J 10000

OFFICE

SHAFT L1, L3, L6-L11, L13-L21

L1, L2, L4, L5, L15-L17, L23-L27

JAN'S

MECH. ELEC.

ELEVATOR ACCESS WOMEN'S

8400

VESTIBULE

MEN'S L1, L2, L4, L5, L15-L17, L23-L27

L1, L3, L6-L11, L13-L21

B3-L27

VESTIBULE

STAIR

O 10000

STAIR

Q R

9900

Sky Beer Garden Roof Plan

LEVEL 17 & ROOF 1 : 500

215

CBS West Coast HQ Owner: CBS Location: Los Angeles, California HLW Project Team: Mark Zwagerman (P.I.C.), Sejal Sonani (P.M.), Marcelo Franganillo, Pablo Maida, Victor Zhang (Project Designers) CBS West Coast HQ is a competition for a ground up 375k SF, six-level office building consisting of offices, production rooms, executive suites, and a 90 seat auditorium. Included in the comprehensive design package were site analysis, office benchmarking, building systems life cycle and code analysis. The ultimate proposal seeks to create an iconic building that captures the essence of the CBS brand to attract and attain the best industry talent and to provide a holistic campus plan complimenting the existing studio buildings and infrastructure.

BUILDING CONCEPT: As CBS's first large scale project since the 1950's and HQ in the West coast, providing an identity to the west coast culture and CBS company culture became a prominent question at the center of the building concept. Ultimately, a connection between the various levels of the building was made to the various iconic natural elements to the state of California. The entrenched podium levels of the building is comparable to the flat-topped mesa of the california desserts, the open plan of the ice levels are enveloped by a light, ephemeral skin, and the executive level soars above the treetops to provide sweeping 360 degree views..

CBS / EAST COAST HQ

CBS / EAST WESTCOAST COASTHQ HQ

MASSING DIAGRAM

GARDEN TERRACE PROVIDES A PUBLIC SPACE FOR BUILDING USERS TO RELAX AND INTERACT WITH ONE ANOTHER

ALL EY

WHAT IS THE ESSENCE OF CALIFORNIA? RADFORD AV

NATURE AS A SOURCE OF OCEAN INSPIRATION 90-SEAT SCREENING ROOM, TWO-STORY LOBBY AND PRE-FUNCTION SPACE DOUBLE UP AS A STUDIO AMENITY

MASSING DIAGRAM

LANDSCAPING WRAPS AROUND BUILDING TO CREATE BUFFER ZONES AND SECLUDED OUTDOOR SPACES

RADFORD AV

ENUE

Mesa: Building base becomes part of the landscape

CBS STUDIO CENTER WEST COAST HQ

ALL EY

SEQUOIA

ENUE

RADFORD AV

ENUE

MASSING DIAGRAM

Ocean: RADskin FORD AVENUE Flexible, open floor plans enveloped by an ephemeral

MESA CBS STUDIO CENTER WEST COAST HQ

EAST TERRACES (PRIVATE)

NATURE AS A SOURCE OF INSPIRATION

ALL

WEST TERRACE

RADFORD AV

ENUE Sequoia: RADFORviews Executive floor with exterior terrraces and stunning "treetop" D AVENUE

18 CBS STUDIO CENTER

SitePLAN Plan POSED PLAN SITE

EXIT

GAT E

GILLIGAN’S ISLAND ROAD

ADMIN

LAN

ANE UT L RY P ENT OR VISIT TRY E EN LOY EMP O ULL

Y URIT SEC TH BOO

STAGE 9

STAGE 10

P DRO OFF

CE FEN DINING TERRACE

E ZON

ZEN GARDEN

REPUBLIC AVENUE

TERRACE

NUE AVE

Y URIT SEC TE GA

D FOR

SIX STORY 275,000 SF BUILDING

EXECUTIVE ENTRY

RAD EXECUTIVE ROOF DECK

STAGE 14

GATE

ALLEY

Sectional Perspective

CBS STUDIO CENTER WEST COAST HQ

SCALE: 1/40” = 1’-0”

FACADE CONCEPT:

The facade of the tower levels derives its inspiration from the movement of the southern california coast. The single, asymmetrical module is repeated

FACADE onDESIGN a module rotated at 90 degree increments to create a rippling effect across the building. The outer modular skin also provides shading for the clear glass skin

behind and frames the surrounding views. Throughout the day, with the movement of the sun, the shadows cast by the outer facade also changes to create a building that is perceived differently at different times of the day.

ROTATE MODULES IN 90-DEGREE INCREMENTS TO FORM WAVE-LIKE RIPPLES ACROSS THE FACADE

APPLY ORGANIC CONTOUR LINES TO GENERATE THE PATTERN OF MODULE ROTATION

CBS STUDIO CENTER WEST COAST HQ

Elevations:

GROUND LEVEL PLAN

Plans:

90-SEAT SCREENING ROOM

GARDEN

LOBBY/ PREFUNCTION PROJ.

16' - 0"

TERRACE

VESTIBULE

32' - 0"

BUILDING SERVICE

MAIN ELECTRICAL

EMPLOYEE ELEV

32' - 0"

128' - 0"

ELEC.

OFFICE

J.C.

OFFICE M

ELEC. EXECUTIVE ELEV

SERVICE CORRIDOR

32' - 0"

FIRE FREIGHT CTRL. ELEV

IDF

TERRACE

EXECUTIVE LEVEL PLAN (SIXTH FLOOR)

16' - 0"

THIRD - FIFTH FLOORS)

30' - 0"

12' - 0"

30' - 0"

342' - 0"

N Room Legend

Roo

FIRST FLOOR GROSS AREA: 49,990 SF

OFFICE Terrace

01 / LEVEL 1

HLW International LLP

1556 20th Street, Suite B Santa Monica, CA 90404 Tel 310 453 2800

Scale: 1/32" = 1'-0"

CONF.

CONF. LOUNGE

ENTRY

BOARD ROOM

OFFICE

A/V

OFFICE

TERR.

RECEPTION

CBS STUDIO CENTER WEST COAST HQ

PH ELEC.

RECEPTION

COPY PRINT

PH W CTD#1

EDIT BAY

IDF

J.C. STUDIO M

COPY PRINT

EDIT BAY

STO.

ELEV. PANTRY

TELE PRESENCE

FILES

ELEC.

OFFICE

STO.

SERVICE CORRIDOR/STO.

JC IDF

KITCHEN

ELEV.

RACK ROOM

OFFICE

ELEC.

TERRACE

ELEC.

M PH

COPY

STO. IDF

EDIT BAY

STO.

COPY

FILES

HD HD

OFFICE

EXECUTIVE DINING

CAFE

OFFICE

TERR.

OFFICE

TYPICAL FLOOR GROSS AREA: 45,410 SF

SIXTH FLOOR GROSS AREA: 45,410 SF (INCLUDES COVERED TERRACES)

180 E. Ocean Blvd Owner: Thrifty Oil Co. Location: Long Beach, CA HLW Project Team: Mark Zwagerman (P.I.C.), Joacha Sullivan (P.M./ P.A.), Victor Zhang (Project Designer/ P.A.), Tracey Franklyn (Interior Designer) Consultants: Urban Arena (Landscape), Holmes (Structural), ESI (M.E.P.), Kimley-Horn (Civil), Spark Studio (Lighting)

180 E Ocean Blvd is an existing Class A building built in the 1980's prominently located off the Convention Center Promenade with views of the Ocean to the South . As part of an effort to modernize and reposition the property, the existing lobby glazing was pulled forward to create a larger, double height entry experience and a new eyebrow canopy was anchored to the existing pre-cast concrete wall panels and columns. Through the use of a darker, contrasting material palette in the new intervention, the design intent of separating old and new was achieved. The dark ACM clad canopy, wood underside and column cladding, new glazing, and a unique flooring pattern that connect the interior lobby with exterior plaza create an experience that is completely different of that of the existing building. The location of the project near the coastline triggered a standard review by the CA Coastal Commission and was successfully approved for its consideration of the surrounding environment and local bird migration patterns.

Axonometric

New canopy structure divides existing tower above and building repositioning scope at plaza level.

F A

18' - 0"

D C1

45' - 0"

D 17' - 6"

28' - 6"

C E

6' - 0"

15' - 0"

TOWER ABOVE

21' - 0"

CO LO NV NG EN BE TIO AC N CE

19' - 0"

9' - 6"

17' - 6"

K 9' - 1"

F2 A510_2

19' - 6"

16' - 6"

18' - 0"

10A

16' - 6"

SIM F2 A500_2

19' - 6"

9' - 1"

17' - 11"

12' - 6"

9' - 0"

New glazing and accent fin wall at restaurant tenant corner.

44 12

14' - 6"

7 BUILDING BEYOND

MEZZANIN

E-PT-2

Expanded Lobby enclosure creates more functional space and contemporary look to existing building.

14 E-GL-1 E-PT-2

E-AL-1

E-PT-2

15' - 0"

New built-in planters define edge of private plaza from public promenade.

E-PT-2

PLA 1

F4 Elevations SCALE: 1/8"16= 1'-0"

10A

B3 A552_2

10 19' - 6"

16' - 6"

F5 A510_2

18' - 0"

B4 A510_2

18' - 0"

16' - 6"

19' - 6"

17.24'

13.07'

9' - 0"

9.42'

8.96'

LEVEL 3 42' - 0" SCALE: 1/8" = 1'-0"

2A 9' - 0"

B4 A510_2

3 19' -16"

E-MT-1

16' - 17 6"

18' - 0"

E-MT-1

F5 A510_2

18' - 0" 7

18' - 0"

10A

16' - 6"

19' - 6"

9' - 1"

LEVEL 2 29' - 6"

E-MT-1

OPEN TO BEYOND

E-AL-1

E-PT-2

D3 A550_2

14' - 6"

12' - 6"

EXTERIOR ELEVATION - EAST - STREET LEVEL

E-WD-1 E-PT-2

E-PT-2

E-GL-1

E-AL-3

E-AL-4

MEZZANINE LEVEL 15' - 0"

E-AL-2 14 E-WD-1

E-GL-1

E-WD-1

E-AL-1 14

EXTERIOR BUILDING ELEVATION - WEST - PLAZA LEVEL

SCALE: 1/8" = 1'-0"

E-GL-1

E-AL-1 2

E-AL-1 37

18' - 0"

E-PT-1

E-AL-1

E-GL-1

E-AL-1

E-PT-2

E-PT-1

E-GL-1

18' - 0"

E-GL-1

PLAZA LEVEL 0"

E-PT-1

15' - 0"

E-WD-1

MEZ

15' - 0"

E-TL-1

E-MT-1

14' - 6"

E-GL-1

F3 West Elevation F3

E-PT-1

18' - 0"

122' - 9"

EXTERIOR ELEVATION - EAST - PLAZA LEVEL

PARKING STRUCTURE BELOW

SCALE: 1/8" = 1'-0"

9' - 1"

17' - 6"

F3 A550_2 9' - 6"

19' - 0"

21' - 0"

C3 A551_2 15' - 0"

F2 A510_2

6' - 0"

28' - 6"

17' - 6"

F2 A554_2

C 18' - 0"

LEVEL 2 29' - 6"

E-MT-1

14' - 6"

E-MT-1

E-GL-1 E-MT-1

E-WD-1

E-GL-1

E-AL-3

E-AL-1

MEZZANINE LEVEL 15' - 0"

E-WD-1

E-GL-1

E-GL-1 E-AL-2

E-AL-2

E-AL-1

E-AL-2

15' - 0"

14 E-GL-1

E-WD-1

E-GL-1

E-GL-2

E-WD-1

E-WD-2

E-AL-1

LL DIMENSIONS AREEXTERIOR MEASURED FROM FINISH TO-FINISH UNLESS NOTEDLEVEL OTHERWISE. ELEVATION NORTH - PLAZA LL DIMENSIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE SCALE: 1/8" = 1'-0" CHITECT'S ATTENTION PRIOR TO CONSTRUCTION. ROVIDE & ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT BINET OCCURS. ROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITH 75' VEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING ONSTRUCTION. EE SHEET A040_2B FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A013 FOR GRAPHIC IMAGE SIONS AREREQUIRE MEASURED FROM FINISH TO FINISH NOTED OTHERWISE. REA MAY FLOOR FILL SO THAT FLOORUNLESS FINISHES CAN ALIGN. SEE FLOOR TRANSITION SIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE AILS AND DOOR TRANSITION DETAILS. ATTENTION PRIOR TO RACE / REINFORCE ALLCONSTRUCTION. NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED. ATTACH SHEETFLOOR METALFINISH BACKING WALL STUDS WHERE WALL MOUNT LIP RESISTANT ON PLATES ALL NEWTO FINISH. URS. TO SHEETS A011-A013 FOR TITLE 24 NOTES AND A031_2B FOR DISABLED PATH OF TRAVEL. EFER ORTABLE EXTINGUISHER WITH AFOR RATING OF NOT LESS&THAN OR 2-A10BC WITH AT 75' DRYWALL REFER TOFIRE PARTITION DETAIL SHEET TYPICAL CORNER JOINT2-A CONDITION DETAIL ANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING ONSTRUCTION. RTITIONS. A040_2B FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A013 GRAPHIC IMAGE LOCATIONS WITH NEW "F.E.C." DESIGNATION ARE TO RECEIVE SEMI FOR RECESSED FIRE

CONSTRUCTION KEYNOTES

North Elevation

ERAL CONSTRUCTION NOTES 26

NEW E-AL-1 AND E-GL-1 GLAZING.

NEW BI-FOLD DOORS. SEE DOOR SCHEDULE FOR DETAILS.

NEW STUD WALL WITH SCHEDULED FINISH.

4 NEW E-WD-1 NEW E-AL-1 AND E-GL-1CLADDING. GLAZING.

5 PROVIDE OPAQUE FILM ON GLASS. NEW BI-FOLD DOORS. SEE DOOR SCHEDULE FOR DETAILS.

6 CONC. DECK STRENGTHENING THIS AREA. SEE STRUCTURAL DRAWINGS. NEW STUD WALL WITH SCHEDULED FINISH. 7

NEW ALUMINUM SLAT TRELLIS.

E-AL-1

CONSTRUCTION KEYNOTES 3

E-GL-1

8' - 0"

E-PT-1

ENERAL CONSTRUCTION NOTES

8.80'

8.57'

23' - 6"

PARKING STRUCTURE BELOW

EXTERIOR ELEVATION - SOUTH - PLAZA LEVEL

2 4 2 4 NEW ROLL-UP GARAGE DOOR: RAYNOR DOOR ALUMAVIEW AV200 WITH RAYNOR POWERHOIST OPTIMA MODEL SERIES RG OPERATOR. SEE DETAILS.

POWERWASH CONCRETE PANELS.

NEW METAL CLAD EYEBROW.

NEWGARAGE FENCE FOR TENANT SECURITY. NEW 18 ROLL-UP DOOR: RAYNOR DOOR ALUMAVIEW AV200 WITH RAYNOR POWERHOIST OPTIMA MODEL SERIES RG OPERATOR. SEE DETAILS. 19 FURTHER EXPLORATION REQUIRED FOR NEW ELEVATOR STOP AT MEZZANINE. POWERWASH CONCRETE PANELS.

30 31

32 20 DATUM REVEAL LINES CONTINUE ON THIS ADJACENT ELEVATION. NEW METAL CLAD EYEBROW. 33 21 (GLW-1) FOCAL GLASS WALL WITH MILLWORK BASE. REFERENCE A780_2 / D3 FOR DETAIL.

PLAZA LEVEL 0"

38 NEW MILLWORK COLUMNS.

31 32 33

SIGNAGE BY OTHERS. SEE SIGNAGE PACKAGE.

NEW OVERFLOW DRAIN.

NEW PAINT PER SCHEDULE. SEE BUILDING ELEVATIONS.

NOT USED

SOLID CORE WOOD DOOR

NOT USED

SEE LANDSCAPE DRAWINGS.

PATCHCOLUMNS. OPENINGS IN METAL DECK AND CONC. SLAB AS REQ. REFERENCE STRUCTURAL 44 NEW 34 MILLWORK DRAWINGS. NEW OVERFLOW DRAIN. 35 NEW RAILING ATTACHED TO EXISTING PRECAST CONC. WALL. REFERENCE STRUCTURAL 45 NOT USEDDRAWINGS. 46 36 FUTURE TENANT UNDER SEPARATE PERMIT. NOT USED 47 37 NEW STOREFRONT DOOR GLAZING SYSTEM.

CONST

SIGNAGE BY OTHERS. SEE SIGNAGE PACKAGE. 48 WALL TO RECEIVE NEW E-ST-2 STUCCO FINISH. SEE ELEVATIONS AND FINISH PLANS FOR EXTENT. NEW PAINT PER SCHEDULE. SEE BUILDING ELEVATIONS. 49 ARCHITECTURAL LOUVERS W/ 50% FREE AREA FOR OSA INTAKE. SEE MECH. DRAWINGS. SOLID CORE WOOD DOOR 50 PROVIDE ACCESSIBLE SIGNAGE. SEE SHEET A791_2 - PARKING DETAILS FOR MORE SEE LANDSCAPE DRAWINGS. INFORMATION

B10

Site Plan

E. SEASIDE WAY

CONVENTION CENTER WALKWAY

E. OCEAN BLVD.

AREA N.I.C.

S. LOCUST AVE.

F F

E E1 E1

Typical Facade Drawings 15' - 0"

15' - 0"

6' - 0"

10A 10A

B 11

C3 C3 A551_2 A551_2

14' - 6"

SIM SIM F2 F2 A780_2 A780_2 4

E-GL-1

E-AL-1

MEZZANINE MEZZANINE LEVEL LEVEL 15' - 0" 15' - 0"

2 E-WD-1

2 E-WD-1 17

E-AL-2

F1 F1 A702_2 A702_2

E-WD-1

1' - 2"

2 E-WD-1

1' - 2"

19 19

14' - 6"

E-MT-1

2' - 5 5/8"

E-MT-1

2' - 5 5/8"

1' - 0 3/8"

F4 F4 A702_2 A702_2

1' - 0 3/8"

3' - 2 3/4"

LEVEL 2 LEVEL 2 29' - 6" 29' - 6"

SIM SIM B2 B2 A703_2 A703_2

3' - 2 3/4"

LEVEL 2 LEVEL 2 29' - 6" 29' - 6"

F3F3

MIN 2% SLOPE MIN 2% SLOPE FROM BUILDING FROM BUILDING

PLAZA LEVEL PLAZA LEVEL 0" 0"

EXTERIOR EXTERIOR ELEVATION ELEVATION - NORTH - NORTH SCALE: 1/2" SCALE: = 1'-0"1/2" = 1'-0"

C3 C3 A551_2 A551_2

TYP.

E-AL-1

TYP.

E-AL-1

10' - 6"

13 E-GL-1

10' - 6"

13 E-GL-1

15' - 0"

WALL MOUNTED WALL MOUNTED LIGHT LIGHT FIXTURE FIXTURE FE-2, TYP.FE-2, TYP.

C3 C3 A701_2 A701_2 SIM. SIM.

C3 C3

LOBBY LOBBY INTERIOR INTERIOR AND EXTERIOR AND EXTERIOR - SECTION - SECTION DETAILDETAIL SCALE: 1/2" SCALE: = 1'-0"1/2" = 1'-0"

PLAZA LEVEL PLAZA LEVEL 0" 0"

Existing Building

Proposed Renderings

Typical Details D

3" DIAMETER DOWNSPOUT. SEE PLUMBING DRAWINGS. 1/2" BATTEN

(N) 6" X 6" HSS STEEL TUBE. SEE STRUCTURAL DRAWINGS.

BENT METAL FORM

ALUMINUM "WOOD" CLADDING.

THRIFTY OIL CO.

AIR AND WATER BARRIER

BACKER ROD AND SEALANT

180 E OCEAN BLVD, LONG BEACH, CA 90802

5/8" EXTERIOR SHEATHING

BI-FOLD DOOR 8000 SERIES BY ARCADIA OR EQUAL

PHASE 12 - RENOVATION

3 5/8" STUD FRAMING.

1437 4th Street, 4th Floor Santa Monica, California 90401 t +1 310 453 2800 | www.hlw.com

1 3/4"

4 1/2"

TO F.O. GLASS

(E) CONCRETE COLUMN

THRIFTY OIL CO. CARRNOW OWNER 13116 Imperial Hwy PROJ. MGT. Santa Fe Springs, CA 90670 t +1 562.921.3581 x 374

HOLMES INT. 4' - 2"

STRUCTURAL ENGINEER 523 w. 6th Street Suite 1122 Los Angeles, CA 90014 t +1 213-481-5630

LIGHTING DESIGN 881 Broadway, Floor 5 New York, NY 10003 t +1 212-353-4959

5/8" THICK GYPSUM WALLBOARD

ENGINEERED SPACES, INC. M.E.P. ENGINEER 1250 Gene Autry Way Anaheim CA. 92805 t +1 714-999-1646

SPARK STUDIO

1/2"

PROJECT MANAGMENT 15333 Culver Drive. #340 Irvine, CA 92604 t +1 (424) 529-6980

SEAN NASS

SIGNAGE 447 S. Robertson Blvd., Suite 101 Beverly Hills, CA 90211 t +1 310 . 288 . 0088

KIMLEY-HORN 1 5/8" STUD FRAMING

CIVIL ENGINEER 660 S. Figueroa Street, Suite 2050 Los Angeles, CA 90017 t +1 213-261-4040

NO.

4 1/8"

1/2"

BENT FLASHING CONNECTION

4 5 6 8 11 13 14 15

TO F.O. GLASS

3' - 8"

ISSUE OR REVISION

PHASE 2 - 70% CONSTRUCTION DOCUMENTS PHASE 2 - ISSUE FOR BID ADDENDUM 1 PHASE 2 - ISSUE FOR BID ADDENDUM 2 PHASE 2 - ISSUE FOR PLAN CHECK PHASE 2- PLAN CK CORRECTIONS PHASE 2 - ISSUE FOR BID ISSUE FOR BID ISSUE FOR CONSTRUCTION

CURTAIN WALL T-500 SERIES BY ARCADIA. VERTICAL STRUCTURAL GLAZING.

4 1/2"

DATE

31 OCT. 2019 15 NOV. 2019 03 DEC. 2019 03 DEC. 2019 05 MAR. 2020 12 MAR. 2020 11 MAY. 2020 17 JUL, 2020

TYPICAL COLUMN DETAIL SCALE: 3" = 1'-0"

Column Cladding Detail (Plan)D

NEW STUCCO TO MATCH EXISTING

(N) METAL STUD TO MATCH EXISTING

5/8" TILE AS SCHEDULED

CURTAIN WALL T-500 SSG SERIES BY ARCADIA OR EQUAL. VERTICAL STRUCTURAL GLAZING. NEW STL. BEAM

ALUM. FIN

ALUMINNUM PANEL AS SCHEDULED

3/8"

SHEET METAL BACKING

10"

1' - 4" TYP.

5/8" EXTERIOR SHEATHING

FLUID APPLIED MEMBRANE AIR AND WATER BARRIER SHEET TITLE:

LOUVER WALL PLAN DETAIL @ CORNER

BUILDING EXTERIOR DETAILS

LOUVER WALL PLAN DETAIL

ACM and Louver Wall (Plan) 1/2" MIN.

SCALE: 3" = 1'-0"

EXTERIOR

REVEAL

SEAL/ SIGNATURE

8" STUD FRAMING

INTERIOR

S. LOCUST AVE.

1/2" CEMENT BOARD

R-13 INSULATION

3/8"

AIR AND WATERPROOFING MEMBRANE

SEALANT WITH BACKER ROD

SHEET METAL BACKING

NEW FIN

(E) METAL STUD V.I.F.

TILE SETTING BED

NORTH

(E) STUCCO

EXISTING V.I.F

E. SEASIDE WAY

HSS COLUMN

C1 A704_2

E. OCEAN BLVD.

KEY PLAN

SEPARATE SHEET FOR ISOLATING DISSIMILAR METALS

SCALE: 3" = 1'-0"

1/2" MIN. 5/8" THICK GYPSUM WALLBOARD

PROJECT NO. 18291

(E) CONCRETE COLUMN

DATE: 07/17/20

SCALE: As indicated

DRAWN BY: Author

CHECKED BY: Checker

PHASE:

MAIN ENTRY LOBBY JAMB DETAIL SCALE: 3" = 1'-0"

SHEET NO.

(E) PRECAST CON

ROLLING DOOR A

TYPICAL OUTSIDE CORNER

MANUFACTURER'S END CAP @ TOP & BOTTOM

1/2" INSULATED G

1" THICK INSULATED GLASS UNITS

SECTIONAL GLAS GARAGE DOOR A

ALUMINUM GLAZING SYSTEM (ARCADIA T500 SSG CLADDING OR EQUAL)

GARAGE DOOR T

HSS BEAM SEE STRUCTURAL

2 1/2"

2 EXISTING STRUCTURAL COLUMN

FORTINA THS 50125 ALUM. SLAT WITH THEM -50 BACK RAIL

DOOR TRACK MECHANISM

VERTICAL LIFT TRACK DOOR AS SCHEDULED

30 V.I.F.

7 1/4" INSULATED GLASS JAMB SEAL

EXTRUDED ALUMINUM ANGLE

5/8" SHEATHING EXTERIOR

Anaheim CA. 92805 t +1 714-999-1646

6" METAL SOFFIT FRAMING, ATTACHED TO CANOPY STRUCTURES

THRIFTY OIL CO. SEAN CARRNOW SPARK STUDIO NASS OWNER DESIGN LIGHTING SIGNAGE 13116 ImperialFloor Hwy5 PROJ. MGT. 881 Broadway, 447 S. Robertson Blvd., Suit

T-500 CURTAIN WALL BY ARCADIA OR EQUAL

Santa Fe NY Springs, New York, 10003CA 90670 t +1212-353-4959 562.921.3581 x 374 t +1

KIMLEY-HORN CIVIL ENGINEER HOLMES INT. 660 S. Figueroa Street, Suite 2050

3 5/8" SHEATHING EXTERIOR

8" METAL STUD TRACK

NO.

6" METAL SOFFIT FRAMING, ATTACHED TO CANOPY STRUCTURES

5/8" GYPSUM BOARD

31 OCT. 2019

PHASE 2 - 70% CONSTRUCTION DOCU

LIGHTING 6 03DESIGN DEC. 2019 881 Broadway, Floor 5 8 03 DEC. 2019 New York, NY 10003 05 MAR. 2020 t +111212-353-4959 13 12 MAR. 2020 14 11 MAY. 2020 15 17 JUL, 2020

SIGNAGE PHASE 2 - ISSUE FOR BID ADDENDUM 447 S. Robertson Blvd., Sui PHASE 2 - ISSUE FOR PLAN CHECK Beverly Hills, CA 90211 PHASE 2- PLAN t +1CK 310CORRECTIONS . 288 . 0088 PHASE 2 - ISSUE FOR BID ISSUE FOR BID ISSUE FOR CONSTRUCTION

KIMLEY-HORN

11 A

CIVIL ENGINEER 660 S. Figueroa Street, Suite 2050 Los Angeles, CA 90017 t +1 213-261-4040

PRESSURE TREATED BLOCKING

(E) CONCRETE SLAB

COMPOSITE ALUM. PANEL

8" METAL STUD TRACK

NO.

AIR AND WATER BARRIER

5/8" SHEATHING

THRIFTY OIL CO.

8" STUD FRAMING HSS STRUCTURAL FRAMING

R-13 THERMAC INSULATION

180 E OCEAN BLVD, LONG BEACH, CA 90802

1/2"

PHASE 12 - RENOVATION INTERIOR

COMPOSITE ALUM. PANEL WD-01 CLADDING BEYOND HSS BEAM. SEE STRUCT. AIR AND WATER BARRIER

HOLMES INT.

METAL DECKING 1/2" BATTEN

5/8" EXTERIOR SHEATHING

PATCH SLAB TO EXTERIOR AIR AND WATER BARRIER WALL

ALUMINUM "WOOD" CLADDING. BENT STAINLESS STEEL BACKER ROD SEALANTBED FLASHING SETAND IN SEALANT 3/8" TILE FINISH AS SCHEDULED WATERPROOFING

TILE AS SCHEDULED PATCH SLAB TO EXTERIOR WALL 2% SLOPE MIN. HSS STAINLESS STRUCTURAL FRAMING BENT STEEL PER STRUCTURAL DRAWINGS FLASHING SET IN SEALANT BED

PLAZA LEVEL 0"

NO.

4 5 6 8 11 13 14 15

(N) TILE KEMPER PUR LIQUID APPLIED POLYURETHANE MEMBRANE

1' - 6"

(E) STRUCTURAL SLAB

SCALE: 3" = 1'-0" BENT METAL FORM

1' - 2"

MORTAR 2% SLOPEBED

THRESHOLD AS SCHEDULED

1' - 6"

PROTECTION BOARD

SHEET TITLE: PROJECT NO. 18291

KEMPER PUR LIQUID APPLIED POLYURETHANE MEMBRANE

SCALE: 3" = 1'-0"

TILE AS SCHEDULED

CHECKED BY: Checker

(E) WATERPROOFING

(E) 2%TOPPING SLOPE SLAB (E) WATERPROOFING (E) STRUCTURAL SLAB

LOBBY STOREFONT WALL DETAILS

PLAZA LEVEL 0"

SCALE: 3" = 1'-0"

BUILDING EXTERIOR DETAILS PHASE:

DATE: 07/17/20

DRAWN BY: Author

SHEET NO.

A702_

PROJECT NO. 18291

DATE: 07/17/20

SCALE: 3" = 1'-0"

1' - 6"

PHASE:

(E) TOPPING SLAB (E) WATERPROOFING

LOBBY ENTRY WALL DETAILS

(E) STRUCTURAL SLAB

SCALE: 3" = 1'-0"

LOBBY STOREFONT WALL DETAILS

FRAMED CANOPY TYPICAL WALL SECTION DETAIL SCALE: 3" = 1'-0"

(E) TOPPING SLAB (E) WATERPROOFING (E) STRUCTURAL SLAB

SCALE: 3" = 1'-0"

E. SEASIDE WAY

KEY PLAN

E. OCEAN BLVD.

FAUX WOOD ALUMINUM BY KNOTWOOD OR EQ.

NORTH

Eyebrow Canopy Detail (Section) S. LOCUST AVE.

DRAWN BY: Author

CHECKED BY: Checker

1' - 6"

ALUMINUM FLASHING

D1 B2

PLAZA LEVEL 7" TALL CONC CURB W. 1 #4 AND 0" #4 DOWELS @ 24" O.C.

TOPPING SLAB AND MORTAR BED

BUILDING EXTERIOR DETAILS

(E) TOPPING SLAB TOPPING SLAB AND MORTAR BED

SCALE: 3" = 1'-0"

EPOXY EMBEDDED J HOOK DOWEL

PLAZA LEVEL 0"

S. LOCUST AVE.

SEAL/ SIGNATURE

(E) WATERPROOFING

DEMO PORTION OF (E) TOPPING SLAB TO ALLOW FOR (N) MORTAR BED

TILE AS SCHEDULED (E) TOPPING SLAB 2% SLOPE MIN. (E) WATERPROOFING

LOBBY ENTRY WALL DETAILS

TOPPING SLAB AND MORTAR BED

SHEET TITLE:

KEMPER PUR LIQUID APPLIED POLYURETHANE MEMBRANE

RETAIL CANOPY DETAIL

ISSUE OR REVISION

31 OCT. 2019 15 NOV. 2019 03 DEC. 2019 03 DEC. 2019 05 MAR. 2020 12 MAR. 2020 11 MAY. 2020 17 JUL, 2020

THRESHOLD AS SCHEDULED PROTECTION BOARD

TILE AS SCHEDULED

DATE

7/17/2020 4:33:25 PM

WATERPROOFING

5/8" EXTERIOR SHEATHING

EXTERIOR

SIGNAGE 447 S. Robertson Blvd., Suite 101 Beverly Hills, CA 90211 t +1 310 . 288 . 0088

CIVIL ENGINEER 660 S. Figueroa Street, Suite 2050 Los Angeles, CA 90017 t +1 213-261-4040

DEMO PORTION OF (E) TOPPING SLAB TO ALLOW FOR (N) MORTAR BED

ALUMINUM SYSTEM (E) TOPPINGFRAMING SLAB

MORTAR BED BI-FOLDING DOOR ASSEMBLY AS SCHEDULED 7"BI-FOLDING TALL CONCDOOR CURBASSEMBLY W. 1 #4 AND ASDOWELS SCHEDULED #4 @ 24" O.C.

KIMLEY-HORN EPOXY EMBEDDED J HOOK DOWEL

TOPPING SLAB AND MORTAR BED

BEAM. SEE STRUCT.

METAL FLASHING

M.E.P. ENGINEER 1250 Gene Autry Way Anaheim CA. 92805 t +1 714-999-1646

LIGHTING DESIGN 881 Broadway, Floor 5 New York, NY 10003 t +1 212-353-4959

KEMPER PUR LIQUID APPLIED POLYURETHANE MEMBRANE

AND WATER BARRIER

15 METAL FLASHING

INTERIOR SPARK STUDIO SEAN NASS

(N) TILE

S. LOCUST AVE.

SEAL/ SIGNATURE

HSS BEAM. SEE STRUCT.

ENGINEERED SPACES, INC.

STRUCTURAL ENGINEER 523 w. 6th Street Suite 1122 Los Angeles, CA 90014 t +1 213-481-5630

KEY PLAN

HSS BEAM. SEE STRUCT.

3 1/2" METAL STUDS

PROJECT MANAGMENT 15333 Culver Drive. #340 Irvine, CA 92604 t +1 (424) 529-6980

POSITE ALUM. PANEL

6" METAL STUDS @ 16" O.C. BETWEEN STRUCTURAL STEEL TUBE

1' - 2"

THRIFTY OIL CO. CARRNOW OWNER 13116 Imperial Hwy PROJ. MGT. Santa Fe Springs, CA 90670 t +1 562.921.3581 x 374

POSITE ALUM. PANEL

BI-FOLDING DOOR ASSEMBLY AS SCHEDULED R-13 THERMAC INSULATION 3 1/2" METAL STUDS

1/2"

3/8" TILE FINISH AS SCHEDULED

TUBE STEEL FRAMING SEE STRUCTURAL DRAWINGS.

ALUMINUM FRAMING SYSTEM AIR AND WATER BARRIER

5/8" SHEATHING EXTERIOR

BACKER ROD AND SEALANT

ND WATER BARRIER

HSS BEAM. SEE STRUCT. E. SEASIDE WAY

1/2" 1437 4th Street, 4th Floor Santa Monica, California INTERIOR 90401 t +1 310 453 2800 | www.hlw.com

AIR AND WATER BARRIER

THERMAC INSULATION COMPOSITE ALUM. R-13 PANEL METAL FLASHING

HSS STRUCTURAL FRAMING

BEAM. SEE STRUCT.

KEY PLAN COMPOSITE ALUM. PANEL

SEALANT & BACKER ROD 5/8" SHEATHING

8" STUD FRAMING

ALUMINUM "WOOD" CLADDING.

PHASE 2 - 70% CONSTRUCTION DOCU PHASE 2 - ISSUE FOR BID ADDENDUM PHASE 2 - ISSUE FOR BID ADDENDUM PHASE 2 - ISSUE FOR PLAN CHECK PHASE 2- PLAN CK CORRECTIONS PHASE 2 - ISSUE FOR BID ISSUE FOR BID ISSUE FOR CONSTRUCTION

EXTERIOR PRESSURE TREATED BLOCKING PRESSURE TREATED BLOCKING 3 1/2" METAL STUDS

ALUMINUM COMPOSITE PANEL

TPO SINGLE PLY ROOFING 1/2" BATTEN 1/2" PROTECTION BOARD 5/8" EXTERIOR SHEATHING 2% SLOPE MIN. AIR AND WATER BARRIER

ISSUE OR REVISION

31 OCT. 2019 15 NOV. 2019 03 DEC. 2019 03 DEC. 2019 05 MAR. 2020 12 MAR. 2020 11 MAY. 2020 17 JUL, 2020

E. SEASIDE WAY

AIR AND WATER BARRIER

DATE

4 5 6 8 11 13 14 15

5/8" GYPSUM BOARD

ALUMINUM COPING

M.E.P. ENGINEER 1250 Gene Autry Way Anaheim CA. 92805 ISSUE OR REVISION t +1 714-999-1646

DATE

5 15 NOV. 2019 PHASE 2 - ISSUE FOR BIDNASS ADDENDUM SPARK STUDIO SEAN

T-500 CURTAIN WALL BY ARCADIA OR EQUAL

TAPERED WOOD BLOCKING

ENGINEERED SPACES, INC

STRUCTURAL ENGINEER Los Angeles, CA 90017 523 w. 6th Street Suite 1122 t +1 213-261-4040 Los Angeles, CA 90014 t +1 213-481-5630

WOOD FINISH ALUMINUM SLAT SOFFIT

(E) CONCRETE SLAB

Beverly Hills, CA 90211 PROJECT MANAGMENT t +1 310 . 288 . 0088 15333 Culver Drive. #340 Irvine, CA 92604 t +1 (424) 529-6980

SHEET NO.

A702_

Eyebrow Canopy Detail (Section)

SEAL/ SIGNATURE

ALUMINUM COMPOSITE PANEL WATER & AIR BARRIER

TUBE STEEL FRAMING SEE STRUCTURAL DRAWINGS.

SHEET TITLE:

BUILDING EXTERIOR DETAILS

5/8" EXTERIOR SHEATHING

BENT METAL FORM

ALUMINUM ANGLE

ALUMINUM FLASHING FAUX WOOD ALUMINUM BY KNOTWOOD OR EQ.

PROJECT NO. 18291 DATE: 07/17/20

CHECKED BY: Checker

DRAWN BY: Author

PHASE:

FRAMED CANOPY SOFFIT DETAIL 2

SCALE: 3" = 1'-0"

SHEET NO.

2901 Wilshire Blvd. Owner: GWP Real Estate Location: Santa Monica, CA HLW Project Team: David Swartz (P.I.C.), Erica Steenstra (P.M.), Victor Zhang (P.A./ Project Designer), Nicole Dehlin-Grant (Interior Designer), Yuri Bernabe (Job Captain) Consultants: HLW (Landscape), Englekirk (Structural), LA Consulting Engineers (Mech,Plumb.), REX (Elec.), Gsell Engineering (Civil), Spark (Lighting) General Contractor: V10 Construction The Yale-Wilshire medical office building located at 2901 Wilshire Blvd in Santa Monica was originally built in the 1960's without major exterior improvements since it was built. Under new ownership's vision to bring new life and higher quality tenants to the property, a major effort was put into the re-design of the existing stucco facade and inaccessible ground level retail area. In addition to the many difficulties of re-cladding an existing building was the additional difficulty of minimizing disturbances to existing tenants while creating a comprehensive exterior facade design. In order to create hierarchy on the facade, two architectural frames were strategically placed at the street intersection and recessed building entry and a new site stair and eyebrow canopy highlight the improvements at the pedestrian street level. As part of Santa Monica Ordinance, this project was subject to local Architectural Board Review and was successfully approved for its good design and contribution to a more pedestrian friendly experience.

FACADE STRATEGY: A majority of the existing tenants were located on the second level, constraining the amount of work that could be done to increase the existing narrow window openings. The vacancies at levels three and four however, allowed for the strategic expansion of the existing glazing locations to create an increasingly transparent facade with better views and privacy. Complementing the modular window units is an elegant weaving pattern of Alucobond ACM panels that accentuate the composition of the new facade. At the intersection of Yale and Wilshire and the recessed building entry, two architectural feature frames bring hierarchy to the facade and some visual relief from the weaving pattern of ACM panels and window units.

Existing Glazing

existing facade:

Existing Facade

Expanded Glazing

8' - 6 11' - 6" 11' - 6" 11' - 6" 11' - 6"

1 E-ST-255' - 4" PENTHOUSE ROOF

9' - 10"

9' - 9"

-9' - 9" MID LEVEL PARKING -18' - 11" LOWER LEVEL PARKING

TYP.

8' - 6"

46' - 10" ROOF

16' - 0"

6' - 2"

TYP.

11' - 6"

E-TL-1 E-MT-235' - 4" 4TH FLOOR E-TL-1

E-TL-1

OPEN TO PARKING BEYOND E-ST-1

E-MT-2

E-AL-2

E-ST-1 E-TL-1

OPEN TO PARKING BEYOND 1

E-MT-2

TYP.

E-ST-1 E-AL-3 OPEN TO PARKING BEYOND

E-TL-1

OPEN TO PARKING BEYOND

E-ST-1 E-AL-1

E-MT-2 E-AL-2

E-TL-1

OPEN TO PARKING BEYOND

E-MT-2

E-AL-2

E-MT-2

E-AL-2 E-TL-1

E-PT-1

E-TL-1

E-PT-1

E-TL-1

E-MT-2

TYP. 29

E-AL-4 1

TYP.

12' - 4"

E-AL-3 1

E-TL-1

OPEN TO PARKING RAMP BEYOND

0" GROUND FLOOR

2.1

3.1

E-TL-1

4.1

F3 A6.3

F2 A6.1

F3 A6.3

E-AL-5

OPEN TO BEYOND

E-TL-1

7 E-TL-1

E-AL-5

4.1

CONSTRUCTION ELEVATION - WEST

E-PT-1

5.1

5.2

6.1

7.1

8.1

5.1

5.2

6.1

7.1

8.1

F2 A6.2

F2 A6.1

F2 A6.2 E-MT-1

46' - 10" ROOF 11' - 6"

11' - 6"

11' - 6" 12' - 4"

E-GL-1 E-AL-2

E-AL-7 E-GL-1

TYP.

E-AL-2

E-AL-7

E-AL-2

E-AL-5

E-AL-2

E-GL-1 E-AL-2 E-AL-7

E-AL-1

E-GL-1

E-AL-1

E-AL-6 E-GL-1

E-AL-6

E-GL-1

E-GL-1 E-AL-3 E-AL-6

E-GL-1

E-AL-6

E-GL-1 E-AL-2 E-AL-7

E-AL-4

7 E-AL-3

E-AL-3 E-AL-6

E-TL-1 E-GL-2 7 E-TL-1

E-PT-1

E-GL-1 E-AL-7 E-GL-1 E-AL-7

E-TL-1 2 3

7 E-TL-1 E-PT-1

E-PT-1 E-GL-2

E-PT-1

TYP.

E-AL-7

E-GL-1

E-TL-1

E-AL-7

E-AL-4

E-GL-1

E-TL-1

E-GL-1 E-AL-7

E-TL-1

E-AL-3 3

E-TL-1

E-GL-2 7

1 C3 A7.1

E-TL-1

TYP. 13

E-AL-3

E-GL-2

TYP.

1 E-AL-6 E-GL-1

E-GL-1

TYP.

E-GL-1 E-AL-4 E-AL-3 E-AL-6 4 E-TL-1

E-AL-3 I-TW-3

E-AL-2

TYP.

E-AL-2

TYP.

E-TL-1

TYP.

E-GL-1 E-AL-7

TYP. 10

E-GL-1 E-AL-4

E-AL-2

E-AL-7

E-AL-1

E-AL-6

E-AL-2

E-AL-7

E-AL-2

E-AL-6 TYP.

TYP.

E-AL-1

E-GL-1

27 E-GL-1

E-AL-2 1

TYP.

E-AL-1 1

TYP.

E-AL-1

I-TW-3

E-GL-1 E-AL-7

E-TL-1

OPEN TO BEYOND

TYP.

E-AL-5

9' - 2"

9' - 9"

Wilshire Blvd Elevation (East)

C3 A7.1

E-TL-1

E-AL-6

E-GL-1 E-AL-3 E-AL-6

TYP.

E-GL-1 E-AL-2 E-AL-7

E-AL-2

E-AL-5 TYP.

E-AL-3

E-GL-1

15 E-GL-1

E-AL-7 E-AL-3

16 TYP. E-GL-1

E-GL-1 E-AL-2 E-AL-7

E-AL-2

E-AL-6

E-GL-1 E-AL-2 E-AL-7

E-AL-5

E-GL-1

TYP.

9' - 9"

E-AL-5

E-GL-1

E-TL-1 E-AL-5

E-AL-3

E-AL-6

E-GL-1

E-TL-1 7

E-AL-2

E-AL-7

E-AL-5

E-GL-1

TYP.

E-AL-3 E-MT-1

E-AL-7

11' - 6" 11' - 6"

12' - 4" 2ND FLOOR

TYP.

12' - 4"

12' - 4" 2ND FLOOR

E-AL-5

ALIGN

-9' - 9" MID LEVEL PARKING -18' - 11" LOWER LEVEL PARKING

E-AL-5

TYP.

E-PT-1

E-ST-2

E-TL-1

OPEN TO PARKING BEYOND

E-AL-4

-9' - 9" MID LEVEL PARKING

E-AL-2

E-TL-1 C3 A6.3

E-MT-2

E-ST-1 E-AL-2

E-TL-1

TYP.

E-ST-2

15 E-TL-1

OPEN TO PARKING BEYOND

E-MT-2

OPEN TO PARKING BEYOND

E-MT-2

E-AL-3

12' - 4" 2ND FLOOR

E-TL-1

E-ST-1

E-TL-1

OPEN TO PARKING BEYOND

E-MT-2

E-AL-2

Yale St Elevation (South)

0" GROUND FLOOR

E-AL-2

E-ST-1

OPEN TO PARKING BEYOND

E-MT-2

E-ST-1

E-TL-1

23' - 10" 3RD FLOOR

E-ST-1

TYP.

E-ST-2

E-AL-2

0" GROUND FLOOR

E-AL-2

E-AL-3

3.1

23' - 10" 3RD FLOOR

E-AL-5 5

TYP.

E-ST-2

E-AL-3

2.1

23' - 10" 3RD FLOOR

TYP.

TYP. E-AL-2

4' - 0"

E-MT-1

35' - 4" 4TH FLOOR

19' - 0"

35' - 4" 4TH FLOOR

9' - 10"

E-ST-2 E-ST-2

E-ST-2

SCALE: 1/8" = 1'-0" 16

TYP.

E-ST-2

TYP.

E-ST-1

SCALE: 1/8" = 1'-0"

9/24/2020 6:10:09 PM

E-ST-2 E-ST-2

CONSTRUCTION ELEVATION - NORTH

46' - 10" ROOF

SCALE: 1/8" = 1'-0"

E-ST-2

-18' - 11" LOWER CONSTRUCTION LEVEL PARKING ELEVATION - NORTH

6' - 2"

9' - 2"

-9' - 9" MID LEVEL PARKING

F4 F4

9' - 2"

0" GROUND FLOOR

18' - 6"

11' - 6"

0" GROUND FLOOR

TYP.

11' - 6"

12' - 4" 2ND FLOOR

3' - 6"

12' - 4" 2ND FLOOR

E-ST-2

3' - 6"

23' - 10" 3RD FLOOR

TYP.

E-AL-3

E-AL-2

11' - 6"

23' - 10" 3RD FLOOR

1 E-ST-2

11' - 6"

35' - 4" 4TH FLOOR

TYP.

E-ST-2

12' - 4"

35' - 4" 4TH FLOOR

1 E-ST-2

12' - 4"

46' - 10" ROOF

E-ST-2

9' - 9"

ROOF

E-AL-5

F1 F1

9' - 2"

Proposed Facade

-18' - 11" LOWER LEVEL PARKING ELEVATION - SOUTH CONSTRUCTION SCALE: 1/8" = 1'-0"

CONSTRUCTION ELEVATION - SOUTH SCALE: 1/8" = 1'-0"

0 6:09:58 PM

Axonometric

New roof top terrace provides amenity space for building tenants.

Weaving ACM pattern integrates existing and new facade openings and creates refreshed design.

Architectural frames at corner and building entry create hierarchy and impact moments on facade.

New canopy unifies building entry with parking exit.

New site stair promotes pedestrian access to ground level retail.

Facade Studies Accent Color Frame Studies

Corrugated Metal Texture Studies

Enlarged Elevation F

ENLARGED WALL SE

C2 A6.2

4.1

12' - 4"

4.1

1' - 0" 10"

5.1

D2 A6.1

4' - 0"

5.1

E-AL-3

46' T.O. SLAB

- 10" ROOF

E-AL-3

T.O. MULLION

46' -46' 10"- 10" ROOF ROOF

46' - 10" ROOF

T.O. MULLION

E-AL-1 I-GL-1

T.O. SLAB T.O. SLAB35'

- 4" 4TH FLOOR 2' - 0"

E-AL-3

T.O. MULLION

I-GL-1

J (N) STRUCTURAL FRAMING. SEE STRUCTURAL

(N) ROOFING MEMBRANE SLOPED MIN 2% TO (

(N) PARAPET FLASHING.

9' - 6"

(N) POURED IN PLACE CONCRETE TOPPING SL

E-AL-5 (N) E-AL-4 ALUMINUM SLAT TRELLIS.

(N) E-AL-3 COMPOSITE ALUMINUM CLADDING.

(N) E-AL-3 COMPOSITE ALUMINUM RAINSCREEN

(N) E-GL-4 GLASS RAILING W/ STAINLESS STEE

(N) E-AL-1 AND E-GL-1 BI-FOLD DOORS.

(E) CONC. CURB.

(N) EGGRESS RAILING PAINTED E-PT-2.

(N) E-AL-4 CLAD RAILING

(N) E-AL-4 CLAD SIGNAGE CANOPY.

(N) E-MT-1 EYEBROW CANOPY

SIGNAGE BY OTHERS THIS AREA. REFERENCE

(E) WALL TO RECEIVE NEW PAINT AS SCHEDUL

METAL STUD WALL.

E-AL-1

23' - 10" 3RD FLOOR

I-GL-1

9' - 6"

T.O. SLAB 23' T.O. SLAB

- 10" 3RD FLOOR 2' - 0"

T.O. SLAB E-AL-3

E-AL-5

E-AL-2

T.O. SLAB 23' -23' 10"- 10" 3RD3RD FLOOR FLOOR

23' - 10" 3RD FLOOR

T.O. SLAB

2' - 0"

E-AL-2

T.O. MULLION

9' - 6"

11' - 6"

I-GL-1

3 E-AL-4

E-AL-3

E-AL-2

E-AL-4

E-AL-2

12' - 4" 2ND FLOOR

T.O. SLAB E-AL-3

T.O. SLAB T.O. SLAB12'

- 4" 2ND FLOOR

3' - 4" E-AL-5

E-AL-1

T.O. MULLION

E-TL-1

I-GL-1

E-TL-1

T.O. MULLION

T.O. SLAB

12' - 4" INSIDE 0"

0" GROUND FLOOR

OUTSIDE

T.O. SLAB

GROUND FLOOR

OPEN TO BEYOND

I-GL-1

0" GROUND FLOOR

SCALE: 3/8" = 1'-0"

0" 0" GROUND FLOOR GROUND FLOOR

I-GL-1

0" GROUND FLOOR

OUTSIDE

INSIDE

OUT

ENTRY ELEVATION ENLARGED SCALE: 3/8" = 1'-0"

ENLARGED TYP. GLASS OPENINGS @ SOUTH ELEVATION ENLARGED TYP. GLASS OPENINGS @ SOUTH ELEVATION 7.1 SCALE: 3/8" = 1'-0"

B.O. CEILING

I-GL-1

CONSTRUCTION - SOUTH ELEVATION - Callout 1

T.O. SLAB

B.O. CEILING

9' - 0"

9' - 0" I-GL-1

E-AL-5

12' - 4" 2ND FLOOR

E-AL-5

E-TL-1

12' - 4"

I-GL-1

12' -12' 4" - 4"T.O. SLAB 2ND2ND FLOOR FLOOR

9' - 0"

E-AL-2

E-AL-2 E-AL-4

12' - 4" 2ND FLOOR

3' - 4"

E-AL-2 T.O. SLAB

3' - 4"

E-AL-4

E-AL-3

9' - 0"

E-AL-4

3' - 4"

E-AL-4

6.1

T.O. MULLION

2' - 0"

E-AL-2 E-AL-1

E-AL-3

Enlarged Elevations

(N) E-WD-1 SOFFIT W STUD BACKING.

11' - 6" E-AL-1

T.O. SLAB

E-AL-1

(E) PRE-CAST CONCRETE PANEL

T.O. SLAB

T.O. MULLION

9' - 6"

9' - 6" E-AL-2

E-AL-2

(N) E-WD-1 WALL CLADDING.

I-GL-1

2' - 0"

E-AL-1

35' - 4" 4TH FLOOR

9' - 6"

T.O. MULLION

11' - 6"

35' -35' 4" - 4"T.O. SLAB 4TH4TH FLOOR FLOOR 2' - 0"

35' - 4" 4TH FLOOR

T.O. SLAB

E-AL-3

(N) E-AL-1 AND E-GL-1 GLAZING.

2' - 0"

9' - 6"

35' - 4" 4TH FLOOR

2' - 0"

T.O. SLAB

9' - 6"

11' - 6"

I-GL-1

E-AL-5

E-AL-2

E-AL-5T.O. PARAPET

11' - 6"

E-AL-1

46' - 10" ROOF

T.O. PARAPET

2' - 0"

8 T.O. PARAPET

T.O. SLAB

D2 A6.1

E-AL-5

E-AL-2

10" 1' - 0"

10' - 0"

2' - 0"

6' - 0"

7.1

2' - 0"

6.1

SCALE: 3/8" = 1'-0"

Wall Section

ENLARGED SECTION @ TYP GLASS OPENINGS.

SCALE: 3/8" = 1'-0"

INSIDE 4.1

4.1 5.1

5.1

OUTSIDE

EQ D1 A7.8 TYP.

INSIDE J

OUTSIDE

F1 GFRC Modular Panel Studies

020 6:10:35 PM

D1 A7.8 TYP.

INSIDE

OUTSIDE

ENLARGED SECOND FLOOR PLAN @ ENTRY SCALE: 3/8" = 1'-0"

2' - 6"

F1 9/24/2020 6:10:31 PM

3' - 0"

E.Q.

E TYP. GLASS OPENING - LEVEL 2 SCALE: 3/8" = 1'-0"

9/24/2020 6:10:31 PM

2' -3'6"- 0"

3' - 0"

E.Q.

3' - 0"

E.Q.

3' - 0"

ISOMETRIC @ ENTRY POPOUT SCALE:

TYP. GLASS OPENING - LEVEL 2 SCALE: 3/8" = 1'-0"

37 2901 WILSHIRE BLVD DESIGN PRESENtAtIoN

octoBER 4, 2018

Ground Level Plan

GENE

1. ALL DIMENSIO

Level 2-4 Plan

3. PROVIDE & ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT CABINET OCCURS.

2. ALL DIMENSIO TO CONSTRU

2901 WILSHIRE - PHASE 2

3. PROVIDE & A

2901 WILSHIRE BLVD. SANTA MONICA, CA

4. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITH 75' TRAVEL DISTANCE TO ALL ORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION.

GENERAL CONSTRUCTION NOTES

4. PROVIDE POR ALL ORTIONS OF

5. SEE SHEETS A0.22 THRU A0.24 FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A0.24 FOR GRAPHIC IMAGE.

5. SEE SHEETS

6. AREA MAY REQUIRE FLOOR FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DETAILS AND DOOR TRANSITION ETAILS.

6. AREA MAY RE TRANSITION ETA

7. BRACE / REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED.

7. BRACE / REIN

8. REFER TO SHEET A0.41 SERIES SHEETS FOR PARTITION TYPES & DETAILS. 10

8. REFER TO SH

9. REFER TO SH

10. REFER TO PARTITION DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT DRYWALL PARTITIONS.

166' - 6" 3' - 0"

18' - 0"

20' - 0"

24' - 0"

20' - 0"

24' - 0"

18' - 0"

3' - 0"

11. LOCATIONS WITH NEW "F.E.C." DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER CABINETS MOUNTED AT 3'-4" F.F. TO THE CENTERLINE OF HANDLE.

16' - 6"

12. IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE TO MAINTAIN INTEGRITY OF WALL RATING. 13. VERIFY ALIGNMENTS SHOWN IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, FURR COLUMN OR WALL TO PROVIDE ALIGNMENT. 14. REFER TO SHEET A0.42 FOR DOOR SCHEDULE,DOOR 1 2 TYPES, AND HARDWARE.

18' - 0"

20' - 0"

24' - 0"

28 B 102B

N.I.C

COVERED PARKING

18' - 6"

COVERED PARKING

NEW STOREFRONT GLASS WINDOW SYSTEM.

NEW GLASS GUARDRAIL WITH STAINLESS STEEL HAND RAIL.

NEW STOREFRONT GLASS DOOR SYSTEM.

NEW STUD WALL WITH SCHEDULED FINISH. SEE ELEVATIONS.

NEW WALL FINISH PER SCHEDULE.

W345D NEW DOOR, SEE DOOR SCHEDULE. 5 TYP. NEW ACM CLADDING OVER EXISTING COLUMN.

EF5

9' - 10"

RAMP TO SUBTERRANEAN PARKING

6' - 2"

ST-01B

N.I.C

6' - 2"

105

6 4

9' - 10"

5 1

N.I.C

101 28

ALIGN

W103

102A

EF1

27 2

C1 A7.1

D5 A8.0

W100

TYP.

EF1

F5 A8.0

144' - 0"

7 J

F1 A8.0

W105A

4' - 0"

UP 1 R.

UP 5 R.

100

3' - 11 1/2"

103

19' - 0"

W105B

LINE OF CANOPY ABOVE

NOT IN USE.

NEW BOX PLANTER AND PLANTING.

16' - 0"

F138

LEVEL 1 CONSTRUCTION PLAN SCALE: 1/8" = 1'-0"

2.1

3.1

4.1

5.1

5.2

6.1

7.1

SIGN CENTRIX

W350G

W301A 1

SIGNAGE CONSULTANT 446 Robertsob Blvd., Suite 101 Beverly Hills, CA 90211 t +1 310 288 0088

W301B

W301C 5

TYP.

W301D

W301E

W301F 1

TYP.

W301G 5

TYP.

W301H

W301I

TYP.

W301J

W301K 5

TYP.

NO.

STAINLESS STEEL HANDRAIL WITH INTEGRATED LIGHTING.

NEW FLOOR W345A FINISH. SLOPED TO DRAIN AS REQUIRED.

17 NEW GLASS CURTAIN WALL SYSTEM. SEE WALL SECTIONS AND DETAILS.

NEW FACADE PROJECTIONS WITH ACM CLADDING.

19REMAIN. W335N AT THIS LOCATION TO EXISTING COLUMN

1 2 3 5

DATE

ISSUE OR REVISION

12/23/19 05/19/20 08/05/20 09/24/20

ISSUE FOR PLAN CHECK ISSUE FOR PLAN CHECK CORRECTIONS ISSUE FOR PLAN CHECK CORRECTIONS #2 ISSUE FOR CONSTRUCTION

W301M

E W311A

N.I.C.

NEW STOREFRONT WINDOW SYSTEM.

F3 A4.2

PATCH INTERIOR TENANT CEILING TO MATCH EXISTING AS REQUIRED..

W335MSCREEN ON EXISTING STRUCTURAL FRAMING. NEW MECHANICAL 5 TYP. NEW STRUCTURAL MEMBERS TO HOLD NEW MECHANICAL UNITS. SEE STRUCTURAL AND 4.2 MECHNICAL DRAWINGS. 1 TYP. PATCH AND WATERPROOF ROOFING MEMBRANE AS REQUIRED.

W335L NEW PARAPET WALL AT THIS LOCATION.

NEW CAST IN PLACE CONCRETE STAIRS ON GRADE. FINISH PER SCHEDULE.

EXISTING ROOF DRAIN TO REMAIN.

EXISTING WATER LINE TO17REMAIN.

NEW CAST IN PLACE CONCRETE DECK INFILL.

NEW FRAMELESS GLASS15 WINDOW SYSTEM.

NEW PLASTER METAL REGLETS PER ELEVATION.

W311B 17

TYP.

W319A

G KEY PLAN

W319B

N.I.C.

NEW MECHANICAL EQUIPMENT MOUNTED TO EXISTING SCREEN. SEE MECHANICAL DRAWINGS. W335K

NEW ROOFING MEMBRANE OVER SUBSTRATE OVER TAPERED RIGID INSULATION SLOPED TO DRAIN.

NEW EXTERIOR WALL FINISH AT EXISTING STAIR ENCLOSURE.

NEW GUTTER AND DOWNSPOUTS.

NEW MECHANICAL UNITS ON (E) RAISED CONC SLAB.

NEW BRACE FRAME. SEE STRUCTURAL DRAWINGS.

NEW 4" X4" HSS KICKERS. SEE STRUCTURAL DRAWINGS. 17

W319C

N.I.C.

5 1

NORTH TRUE NORTH

WILSHIRE BLVD.

SEAL/ SIGNATURE

TYP. TYP.

19 J

1 15

TYP.

W335J

W335I

TYP. W335H

W335G

TYP. W335F

W335E

W335D

W335C

W335B

TYP. W335A

W319F

TYP. W319E

NEW STO

NEW GLAS

NEW STO

NEW STUD

NEW WAL

NEW DOO

NEW ACM

NEW STRU

EXISTING

NEW FRAM

NOT IN US

NEW BOX

STAINLES

NEW FLOO

NEW GLAS

NEW FACA

EXISTING

NEW STO

PATCH IN

NEW MEC

NEW STRU MECHNIC

PATCH AN

NEW PAR

NEW CAS

EXISTING

NEW CAS

NEW FRAM

NEW PLAS

W319D

CONS 1

NEW MEC DRAWING

NEW ROO TO DRAIN

NEW EXTE

NEW GUT

NEW MEC

NEW BRA

NEW 4" X4

F1 A4.1

F1 A6.3

F1 A6.2

SHEET TITLE: 16' - 0"

16' - 0"

134' - 6"

16' - 0"

8.1

W350F

F3 A6.4 1.1

A F4 A4.1

N.I.C.

38' - 6" 16' - 0"

16' - 6"

W301L

16' - 0"

3' - 0"

W345B

F1 A4.1

18' - 0"

LIGHTING DESIGNER 115 5th Avenue, 5th Floor New York, New York 10003 t +1 212 353 4600

4.2

24' - 0"

SPARK

14. REFER TO S

LANDSCAPE ARCHITECT 1437 4th Street, 4th Floor Santa Monica, CA 90401 t +1 310 452 2800

W350E

ELECTRICAL ENGINEER 2501 Davidson Drive., 2nd Floor Monterey Park, CA 91754 t +1 323 262 9199

NEW FRAMELESS GLASS DOOR SYSTEM.

W350B

15. INSTALL FIR CBC. SEE CBC 7

20' - 0"

CIVIL ENGINEER 11416 Victoria Avenue Los Angeles, CA 90066 310-892-7293

REX

W350A

F118 A4.2

N.I.C

110 5

16' - 0"

F3 A4.2

N.I.C

F1 A4.2

103' - 8"

W345F

1 N.I.C. TYP. NEW STRUCTURAL COLUMN. SEE STRUCTURAL DRAWINGS. W345C EXISTING ELEVATOR WITH NEW FINISHES AS SCHEDULED. SEE ELEVATOR SHEETS.

8 5

W345E

YALE ST.

14' - 2"

F2 A6.7

MECHANICAL/PLUMBING ENGINEER 3211 Dora Verdugo Dr. Glendale, CA 91208 t +1 818 244 9090 W350C W350D

D4 A7.6

166' - 6"

LA CONSULTING GSELL ENGINEERS ENGINEERING

CONSTRUCTION KEYNOTES

RAISED SLAB

18' - 6"

A F4 A4.1

RAMP FROM SUBTERRANEAN PARKING

13. VERIFY ALIG COLUMN OR 6

20' - 0"

HLW

STRUCTURAL ENGINEER 888 South Figueroa St., 18th Fl. Los Angeles, CA 90017 t +1 323 733 6673 x352

12. IF OUTLETS WALL RATIN

ACOUSTICAL ENGINEER 3617 Hayden Avenue, Suite 100 Culver City, CA 90232 t +1 310 829 6343

OWNER 9320 Wilshire Blvd # 306 Beverly Hills, CA 90212 t +1 310 858 6797

ENGLEKIRK

11. LOCATIONS 3'-4" F.F. TO THE

NEWSON BROWN ACOUSTICS, LLC 5

GWP REAL ESTATE 4

15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR CEILING. DAMPERS TO COMPLY WITH CBC. SEE CBC 716.2.

3' - 0"

10. REFER TO P

ARCHITECT 1437 4th Street, 4th Floor Santa Monica, CA 90401 t +1 310 453 2800 | www.hlw.com

14' - 2"

9' - 10"

6' - 2"

103' - 8"

16' - 0"

6' - 2"

9' - 10"

19' - 0"

4' - 0"

9. REFER TO SHEETS A0.22-A0.24 AND A0.32 FOR TITLE 24 NOTES AND ACCESSIBLE PATH OF TRAVEL.

SYMBOLS LEGEND

B10

2.1

3.1

LEVEL 1 CONSTRUCTION PLAN 4.1

5.1

INDICATES PARTITION TYPE. SEE A0.41 FOR PARTITION TYPES.

LEVEL 3 CONSTRUCTION PLAN

1i INDICATES WINDOW TYPE. SEE A0.43 FOR WINDOW TYPES. SCALE: 1/8" = 1'-0" 1i

INDICATES DOOR SYMBOL. SEE SHEET A0.42 FOR DOOR SCHEDULE , TYPES, AND HARDWARE.

EXISTING WALL TO REMAIN, PROTECT IN PLACE. NEW WALL PARTITIONS, SEE SHEET A0.41 FOR VARIOUS TYPES AND SIZES. NOT IN SCOPE

PROJECT NO. 18261 SCALE: 1/8" = 1'-0"

DATE: 09/24/20

CHECKED BY: Checker

DRAWN BY: Author

PHASE:

SHEET NO.

5.2

6.1

7.1

8.1

SYMB B10

A3.1

ON THRU STOREFRONT @ UPPER FLOORS AND SITE STAIR - Callout 3

1 1/2" = 1'-0"

C3 C

SECTION THRU STOREFRONT @ UPPER FLOORS AND SITE STAIR - Callout 1 SCALE: 1 1/2" = 1'-0"

EXTERIOR

SEALANT JOINT

7/8" EXTERIOR SMOOTH STUCCO FINISH 5/8" EXTERIOR SHEATHING AIR AND WATER BARRIER

METAL PANEL VERTICAL JOINT WITH SEALANT

2901 WILSHIRE - PHASE 2

EXISTING 3 1/4" STUDS

2901 WILSHIRE BLVD. SANTA MONICA, CA

2 1/4"

1" 5/8" 1"

EXISTING EDGE OF SLAB

ARCHITECT 1437 4th Street, 4th Floor Santa Monica, CA 90401 t +1 310 453 2800 | www.hlw.com

GWP REAL ESTATE

NEWSON BROWN ACOUSTICS, LLC

ENGLEKIRK

HLW

ACOUSTICAL ENGINEER 3617 Hayden Avenue, Suite 100 Culver City, CA 90232 t +1 310 829 6343

OWNER 9320 Wilshire Blvd # 306 Beverly Hills, CA 90212 t +1 310 858 6797

INTERIOR

Typical Details

STRUCTURAL ENGINEER 888 South Figueroa St., 18th Fl. Los Angeles, CA 90017 t +1 323 733 6673 x352

LANDSCAPE ARCHITECT 1437 4th Street, 4th Floor Santa Monica, CA 90401 t +1 310 452 2800

LA CONSULTING GSELL ENGINEERS ENGINEERING MECHANICAL/PLUMBING ENGINEER 3211 Dora Verdugo Dr. Glendale, CA 91208 t +1 818 244 9090

CIVIL ENGINEER 11416 Victoria Avenue Los Angeles, CA 90066 310-892-7293

REX

SIGN CENTRIX

ELECTRICAL ENGINEER 2501 Davidson Drive., 2nd Floor Monterey Park, CA 91754 t +1 323 262 9199

PEEL AND STICK MEMBRANE TO OVER LAP ROOING MEMBRANE

SIGNAGE CONSULTANT 446 Robertsob Blvd., Suite 101 Beverly Hills, CA 90211 t +1 310 288 0088

SPARK

NEW ROOF MEMBRANE TO MATCH AND OVERLAP EXISTING ROOFING PER MANUFACTURERS SPECIFICATIONS.

ALUMINUM FLASHING

LIGHTING DESIGNER 115 5th Avenue, 5th Floor New York, New York 10003 t +1 212 353 4600

ALUMINUM COMPOSITE METAL PANEL WALL SYSTEM ON ALUMINUM SUBGIRT FRAMING BEYOND

EXISTING ROOF MEMBRANE TO REMAIN

1" INSULATED GLASS ALIGN OUTSIDE FACE OF GLASS WITH EXTERIOR SHEATHING AND EXTERIOR SHEATHING AND EXISTING EDGE OF SLAB

EXISTING ROOF SLAB

EXISTING FLOOR SLAB

TOP OF EXISTING FLOOR SLAB

1 2 3 5

DATE

12/23/19 05/19/20 08/05/20 09/24/20

ISSUE OR REVISION

NO.

1" INSULATED GLASSGLAZED ALUMINUM CURTAIN WALL

ISSUE FOR PLAN CHECK ISSUE FOR PLAN CHECK CORRECTIONS ISSUE FOR PLAN CHECK CORRECTIONS #2 ISSUE FOR CONSTRUCTION

ROOF LEVEL 46'-10"

ALUMINUM COMPOSITE METAL PANEL WALL SYSTEM ON ALUMINUM SUBGIRT FRAMING

EXISTING ROOF SLAB

6" METAL STUDS AT 16" O.C.

ALUMINUM COMPOSITE METAL PANEL WALL SYSTEM ON ALUMINUM SUBGIRT FRAMING AIR AND WATER BARRIER

AIR AND WATER BARRIER

EXISTING BEAM

BATT INSULATION. 2-1/2" THICK R8

2' - 0"

KEY PLAN EXISTING BEAM

SIMPSON FCB BYPASS FIXED-CLIP FRAMING CONNECTOR

EXISTING BEAM BEYOND

2-1/2" METAL STUDS AT 16" O.C. 3-5/8" METAL STUDS AT 16" O.C. SOFFIT FRAMING

6" METAL STUDS AT 16" O.C. BATT INSULATION. R-21 5-1/2" THICK

6" METAL STUDS AT 16" O.C.

YALE ST.

2-1/2" METAL STUDS AT 16" O.C.

EXISTING BEAM BEYOND

3-5/8" METAL STUDS AT 16" O.C. SOFFIT FRAMING

BATT INSULATION. R-21 5-1/2" THICK NORTH TRUE NORTH

WILSHIRE BLVD.

5/8" MOVEMENT JOINT SEAL/ SIGNATURE

5/8"

2' - 0"

EXISTING BEAM

5/8" EXTERIOR SHEATHING

R-15 3-1/2" THICK BATT INSULATION

4" 6" SHEET TITLE:

BATT INSULATION. R-21 5-1/2" THICK

EXTERIOR WALL DETAILS

ALUMINUM COMPOSITE METAL PANEL WALL SYSTEM ON ALUMINUM SUBGIRT FRAMING BEYOND

EXISTING CEILING

1" INSULATED GLASS ALIGN OUTSIDE FACE OF GLASS WITH EXTERIOR SHEATHING AND EXTERIOR SHEATHING AND EXISTING EDGE OF SLAB

CEILING PROJECT NO. 18261

ALIGN ACM SOFFIT TO COLUMN COVER

SCALE: 3" = 1'-0"

DATE: 09/24/20

CHECKED BY: Checker

DRAWN BY: Author

PHASE:

C1 C

EXTERIOR WALL METAL PANEL AND GLAZED ALUMINUM STOREFRONT SECTION DETAIL TYPICAL SCALE: 3" = 1'-0"

SHEET NO.

EXISTING CEILING

A7.6

PARAPET AND STOREFRONT HEAD SECTION DETAIL SCALE: 1 1/2" = 1'-0"

Union Bank Plaza Owner: KBS Location: Downtown Los Angeles, CA HLW Project Team: Mark Zwagerman (P.I.C.), Kurt Fisher (P.M.), Bicen Ye (P.A.), Marcelo Franganillo & Victor Zhang (Project Designers), Jianxin Li & Ina Lee (Job Captains) Consultants: HLW (Landscape), NYASE (Structural), AMA Consulting Engineers (M.E.P.) Spark (Lighting) Contractor: Swinerton Prominently located at the intersection of Figueroa St. and W 5th St. the Union Bank Plaza (UBP) provides a pedestrian connection to the larger Union Bank tower setback from the street front. As a result of multiple fragmented changes throughout the decades, the existing plaza was composed of eclectic and outdated elements. The new proposal for UBP took into consideration the existing structure and geometries of the past while incorporating new materials and detailing to visually connect the plaza to the tower beyond. To increase the usability and improve the environment of the space, contemporary planting in new concrete planters and a new canopy structure were introduced to provide shade and serve as a buffer from vehicular traffic. The significant upgrades to the facade and addition of planting and canopy structure have transformed a once outdated food plaza covered with sun umbrellas into a contemporary urban space that could serve the daily public beyond the work day and contributes to the revitalization and livable nature of future DTLA.

Building History

TO HARBOR FREEWAY/INTERSTATE 110

HAA 1960's Original Design: Tower featured a contrasting palette of light colored verticals and dark colored infill panels and glazing. The street-plevel plaza was an orthogonal, open space matching the geometry of the tower.

RSA 1989 Repositioning: RSA's modifications to the original design included major changes to the geometries of the plaza and the addition of a continuous colonnade reinforcing the curved nature of the plaza.

Site Plan

EXISTING OFFICE BUILDING

AVTV

PEDESTRIAN BRIDGE

WEST 5TH STREET

BUILDING ENTRANCE

EXISTING 2-STORY BUILDING TYPE IB M OCCUPANCY

EXISTING 2STORY BUILDING TYPE IB M OCCUPANCY V

CANOPY ABOVE

(N)PLANTER PL

EXISTING MECHANICAL PENTHOUSE

EXISTING CONFERENCE CENTER

PEDESTRIAN BRIDGE

(N)PLANTER

PARKING STRUCTURE EXIT

SOUTH FIGUEROA STREET

retail plaza: proposed design

??? JFA 1994 Repositioning: JFA's intervention included the removal of all but one of the RSA column bays and the addition of planting along the ground level fascia and water feature and tenant patio walls for privacy and noise mitigation.

DESIGN PRESENTATION 445 S FIGUEROA ST, LOS ANGELES 90071

HLW 2021 Rebranding: More than two decades after the last major intervention, HLW's design for the UBP must incorporate the need to create a coprehensive design that will connect to the tower beyond and speak to the revitalization of DTLA.

SEPTEMBER 25, 2018

Facade Inspiration

LOBBY: BUIILDING FACADE

Facade Shadow Patterns

Tower Facade

Existing Tower Facade

SCHEMATIC DESIGN 445 S FIGUEROA ST, LOS ANGELES 90071

JULY 13, 2018

retail plaza: street edge & rAmp condition

New Materials and Detailing Techniques

New UBP Facade

Figueroa Street Elevation

STREET LEVEL 306' - 9"

HARDSCAPE ELEMENTS REFER TO L220_2B

RIOR SECTION - WEST

Elevations and Sections 102

103

30' - 0"

TYP. 1

104

30' - 0"

FC-01

PT-01

13' - 11"

GL-01

36' - 5"

PT-02

GL-01

FC-01

GL-01

AL-01

PT-01

AL-03

GL-01

FC-01

GL-01

AL-01

C1 A570_2B

GL-01

AL-05

FC-01

AL-03 GL-02

F1 A323_2B

GL-02

FC-01

14' - 11"

AL-04

7' - 7"

PT-01

10' - 0"

F4 A323_2B

107

20' - 0"

106

30' - 0"

105

30' - 0"

AL-04

EXTERIOR SECTION - EAST

1/8" = 1'-0"

101

AL-03

AL-05

GL-02

FC-01

AL-05

FC-01

AL-01 FC-01

15 TL-01

GL-02

AL-05

GL-01

AL-03

FC-01

AL-01 FC-01

GL-01

FC-01

AL-05

GL-01

FC-01

TL-01

22 TYP.

RIOR ELEVATION - SOUTH HH

KK-1

Wall Sections

FOR TYPICAL CORNER & JOINT CONDITION COLUMN DETAIL AT DRYWALL PARTITIONS. EXISTING

306' - 9"

EXISTING COLUMN CENTER LINE

CENTER LINE

EXISTING COLUMN CENTER LINE

GNATION ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER CABINETS MOUNTED AT 3'-4" DLE.

RETAIL EXTERIOR NORTH 1

1/2" = 1'-0" 1/2" = 1'-0" 2 2 LY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE TO MAINTAIN INTEGRITY OF

1/2" = 1'-0"

F2EXTERIOR RETAIL RETAIL NORTHEXTERIOR 3 NORTH 1

306' - 9"

EXISTING COLUMN CENTER LINE

1/2" = 1'-0"

(E) COLUMN TO REMAIN

14 LINE

(E) ESCALATOR TO REMAIN

EXISTING COLUMN CENTER LINE

C2NORTH 3 RETAIL EXTERIOR SOUTH 1 RETAIL EXTERIOR

1/2" = 1'-0" 1/2" = 1'-0" 151/2" = 1'-0" NEW CONCRETE/PAVED STEPS AND RAILINGS,SEE SITE DETAIL SHEETS

CANOPY BEAM. SEE STRUCTURAL DRAWINGS

NEW STUD WALL BACKING FOR SCHEDULED FINISH,SEE WALL SECTION AND DETAIL

NEW BI-FOLD DOORS. SEE DOOR SCHEDULE FOR DETAILS.

PAINT EXISTING METAL 9 TRELLIS STRUCTURE AS SCHEDULED

TBD COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

KEY PLAN

306' - 9"

EXISTING ROOF DRAIN TO REMAIN, SEE PLUMBING DRAWINGS EXISTING COLUMN CENTER LINE

1/2" = 1'-0"

STREET LEVEL 306' - 9"

SOUTH FIGUROA STREET

NEW METAL PAINTED LOUVER, SEE DETAILS.

RETAIL EXTERIOR SOUTH 1

SEAL/ SIGNATURE

TRUE EXISTING PLAN COLUMN CENTER LINE

SHEET TITLE:

WALL SECTIONS

METAL PANEL PAINTED CLADDING LOUVER BEYOND 24 COLOMN

PAINTED LOUVER

CURVED ALUMINUM MECHANICAL PLATE SOFFIT DUCTS, SEE MECHANICAL DRAWINGS 25

MECHANICAL DUCTS, SEE MECHANICAL DRAWINGS

NOT IN USE

STEEL ANDPLATE ALUMINUM CANOPY 16 CURVED ALUMINUM FAÇADE CAP

STEEL AND ALUMINUM CANOPY

STRUCTURAL STEEL BEAM/POST. REFER TO STRUCTURAL DRAWINGS (E)17STRUCTURAL ROOF ASSEMBLY TO REMAIN

STRUCTURAL STEEL BEAM/POST. REFER TO STRUCTURAL DRAWINGS

DECORATIVE PAVING.REFER REFERTO TOSTRUCTURAL HARDSCAPE DRAWINGS. PLANS (E)18STRUCTURAL STEELCONCRETE BEAM TO REMAIN.

DECORATIVE CONCRETE PAVING. REFER TO HARDSCAPE PLANS

STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS (E)19STEEL STRUCTURAL CHANNEL TO REMAIN

STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS

7. BRACE / REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED. 7. BRACE / REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS 7. REQUIRED. BRACE / REINFORCE ALL NEW OR EXISTING PARTITIONS TO NEW CHANNEL MILLWORKTO ASREMAIN REQUIRED. (E) STEEL 8 RECEIVE

STRUCTURAL COLUMN. REFER TO STRUCTURAL DRAWINGS 19 (E) STEEL CHANNELSTEEL TO REMAIN

8. REFER TO SHEET A060 SERIES SHEETS FOR PARTITION TYPES & DETAILS.

(E) STRUCTURAL COLUMN (OR SHOWN AS DASHED LINE BEYOND CLADDING) TO (E) STRUCTURAL COLUMN TO (ORREMAIN SHOWN AS DASHED LINE BEYOND CLADDING) TO REMAIN (E) STRUCTURAL COLUMN (OR SHOWN AS DASHED LINE BEYOND CLADDING) TO REMAIN 20 (E) STRUCTURAL 20 9 REMAIN FLOOR ASSEMBLY TO REMAIN (E)20STRUCTURAL FLOOR ASSEMBLY

METAL PANEL RAINSCREEN SYSTEM 21 GLAZED ALUMINUM STOREFRONT

METAL PANEL RAINSCREEN SYSTEM

STRUCTURAL METAL FLOOR STUDASSEMBLY. SOFFIT REFER TO STRUCTURAL DRAWINGS 22

METAL STUD SOFFIT

4/11/2019 4:54:14 PM

PROJECT NO. 18109

WALL SE

PROJECT NO. 18109

DATE: 02/01/19

SCALE: As indicated

DATE: 02/01/19

SCALE: As indicated

CHECKED BY: Checker

DRAWN BY: Author

CHECKED BY: Checker

DRAWN BY: Author

CHECKED BY: Checker

SHEET NO.

2B A575_2B

SHEET TITLE:

SCALE: As indicated

PROJECT PHASE

12. IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE 12. IF TOOUTLETS MAINTAIN ARE INTEGRITY INSTALLED OF DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER 12. CODE IF OUTLETS TO MAINTAIN ARE INSTALLED INTEGRITY DIRECTLY OF INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE TO MAINTAIN INTEGRITY OF WALL RATING. WALL RATING. WALL RATING. 4/11/2019 4:54:14 PM

SHEET TITLE:

METAL STUD FLOOR SOFFIT ASSEMBLY. REFER TO STRUCTURAL DRAWINGS 11 22 STRUCTURAL

SEAL/ SIGNATURE

WALL SECTIONS

NOT IN USE FIN 15 ALUMINUM VERTICAL

METAL PANEL RAINSCREEN ALUMINUM STOREFRONTSYSTEM 10 21 GLAZED

TRUE PLAN

SEAL/ SIGNATURE

CURVED MECHANICAL SOFFITSEE MECHANICAL DRAWINGS 14 25 ALUMINUM SIGNAGE BY OTHERS. SHOWNPLATE FOR DUCTS, REFERENCE ONLY

10. REFER TO PARTITION DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT DRYWALL 10. REFERPARTITIONS. TO PARTITION DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL 10.ATREFER DRYWALL TO PARTITION PARTITIONS. DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT DRYWALL PARTITIONS. STRUCTURAL FLOOR ASSEMBLY. REFER TO STRUCTURAL DRAWINGS 11 11. LOCATIONS WITH NEW "F.E.C." DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER 11. LOCATIONS CABINETS WITHMOUNTED NEW "F.E.C." AT 3'-4" DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER 11. LOCATIONSCABINETS WITH NEWMOUNTED "F.E.C." DESIGNATION AT 3'-4" ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER CABINETS MOUNTED AT 3'-4" A.F.F. TO THE CENTERLINE OF HANDLE. A.F.F. TO THE CENTERLINE OF HANDLE. A.F.F. TO THE CENTERLINE OF HANDLE.

306' - 9"

RETAIL EXTERIOR SOUTH 1

METAL PANEL PAINTED COLOMN LOUVER CLADDING 13 CEMENT 24PANEL FIBER RAINSCREEN SYSTEMBEYOND

9. REFER TO SHEETS A005-A009 AND A040 FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL. 9. REFER TO SHEETS A005-A009 AND A040 FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL. 9. REFER TO SHEETS A005-A009 AND A040 FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL. GLAZED ALUMINUM STOREFRONT 10

STREET LEVEL SOUTH FIGUROA STREET

8. REFER TO SHEET A060 SERIES SHEETS FOR PARTITION TYPES & DETAILS. 9 (E) STRUCTURAL FLOOR ASSEMBLY TO REMAIN

KEY PLAN

8. REFER TO SHEET A060 SERIES SHEETS FOR PARTITION TYPES & DETAILS.

2' - 0"

14' - 11"

TBD

STREET LEVEL

4' - 11"

1' - 7"

NEW SITE LIGHTING, SEE L223 SITE LIGHTING PLAN COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

14' - 11"

1' - 7"

NEW OPEN TRELLIS CANOPY ABOVE, SEE ROOF PLAN FOR DETAIL

(E) CEILING HEIGHT

DATE

04/05/2019

20 (E) TENANT

NEW FLOOR FINISH TO MATCH EXISTING TENANT SPACE

GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION WALLNOTES SECTION CONSTRUCTION KEY WALL NOTESSECTION CONSTRUCTION KEY WALL NOTES SECTION CONSTRUCTION KEY NOTES

10' - 0"

(E) CEILING HEIGHT

32' - 5"

32' - 5" 4' - 11"

METAL CURVED NEW STRUCTURAL DECORATIVE COLUMNS RAILING. DEFERRED TO HOLD NEW APPROVAL CANOPY ABOVE, REFER TO CURVEDDRAWINGS GLAZED NEW DECORATIVE STRUCTURAL RAILING. COLUMNS DEFERRED TO HOLD APPROVAL NEW CANOPY ABOVE, REFER TO STRUCTURAL NEW STRUCTURAL COLUMNS TO HOLD NEW CANOPY ABOVE, REFER TO STRUCTURAL DRAWINGS 12 STUDS 23 GLAZED 12STRUCTURAL 23 23 DRAWINGS

NO.

SECOND LEVEL RETAIL

2' - 7"

4' - 11"

14' - 11"

10' - 0"

1' - 0" 14' - 11"

EXISTING COLUMN CENTER LINE

24 (E) CEILING HEIGHT

NEW CURVED ALUMINUM SOFFIT PLATE (E) TENANT

1. ALL DIMENSIONS ARE MEASURED FROM 13. FINISH VERIFY TO FINISH ALIGNMENTS UNLESSSHOWN NOTED IN OTHERWISE. DRAWINGS1.INALL FIELD. DIMENSIONS IF ALIGNMENT ARE MEASURED IS NOT ACHIEVABLE, FROM FINISH 13.TOVERIFY FINISH1ALIGNMENTS UNLESS METAL NOTED SHOWN STUDS OTHERWISE. IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, 13. VERIFY ALIGNMENTS SHOWN CURVED STUDS IN DRAWINGS GLAZED DECORATIVE IN FIELD. IF RAILING. ALIGNMENT DEFERRED IS NOT ACHIEVABLE, APPROVAL 1 12 METAL FURR COLUMN OR WALL TO PROVIDE ALIGNMENT. FURR COLUMN OR WALL TO PROVIDE ALIGNMENT. FURR COLUMN OR WALL TO PROVIDE ALIGNMENT. ALL DIMENSIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE 2. ARCHITECT'S ALL DIMENSIONS ATTENTION TO BE VERIFIED PRIOR IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO 2. THE ALL DIMENSIONS ARCHITECT'STO ATTENTION BE VERIFIED PRIOR IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT THE ARCHITECT'S METAL PANEL COLOMN CLADDING BEYOND FIBER CEMENT PANEL TO RAINSCREEN SYSTEMATTENTION PRIOR CEMENT PANEL RAINSCREEN SYSTEM 2 2 13 FIBER 14. REFER TO SHEET A070 FOR DOOR SCHEDULE.TO SEE SHEET A071 FOR DOOR TYPES AND 14. REFER TO SHEET A070 FOR DOOR SCHEDULE. SEE SHEET A071 FOR DOOR TYPES AND14. REFER TO SHEET A070 FOR DOOR SCHEDULE. SEE SHEET A071 FOR DOOR TYPES AND TO CONSTRUCTION. TO CONSTRUCTION. CONSTRUCTION. HARDWARE. HARDWARE.3 HARDWARE. CURVED ALUMINUM PLATEFOR SOFFIT 3 14 SIGNAGE SIGNAGE BY OTHERS. SHOWN FOR REFERENCE ONLY BY OTHERS. SHOWN REFERENCE ONLY PROVIDE & ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT CABINET 3. PROVIDE OCCURS. & ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT 3. PROVIDE CABINET&OCCURS. ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT CABINET OCCURS. 15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR 15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR 15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR NOT INVERTICAL USE 4 4 15 ALUMINUM ALUMINUM VERTICAL FIN FIN PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC4.WITH PROVIDE 75' TRAVEL PORTABLE DISTANCE FIRE EXTINGUISHER TO ALL CEILING. WITH A RATING DAMPERS OF TO NOTCOMPLY LESS THAN WITH2-A CBC. ORSEE 2-A10BC 4.CBC PROVIDE WITH 716.2. 75' PORTABLE TRAVEL DISTANCE FIRE EXTINGUISHER TO ALL WITH CEILING. A RATING DAMPERS OF NOT LESS TO COMPLY THAN 2-A WITH ORCBC. 2-A10BC SEEWITH CBC 716.2. 75' TRAVEL DISTANCE TO ALL CEILING. DAMPERS TO COMPLY WITH CBC. SEE CBC 716.2. PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION. PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION. PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION. STEEL AND ALUMINUM CANOPYCAP CURVED ALUMINUM PLATE FAÇADE CAP ALUMINUM PLATE FAÇADE 5 5 16 CURVED SEE SHEETS A051 THRU A055 FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A010 FOR 5. GRAPHIC SEE SHEETS IMAGE.A051 THRU A055 FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A0105.FOR SEE GRAPHIC SHEETSIMAGE. A051 THRU A055 FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A010 FOR GRAPHIC IMAGE. STRUCTURALROOF STEEL BEAM/POST. REFER TO STRUCTURAL DRAWINGS 6 6 17 (E) STRUCTURAL (E) STRUCTURAL ROOF ASSEMBLY TO REMAIN ASSEMBLY TO REMAIN AREA MAY REQUIRE FLOOR FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION 6. AREA DETAILS MAY AND REQUIRE DOORFLOOR TRANSITION FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION 6. AREA MAY DETAILS REQUIRE AND FLOOR DOOR TRANSITION FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DETAILS AND DOOR TRANSITION DECORATIVESTEEL CONCRETE REFER TO HARDSCAPE PLANS DETAILS. DETAILS. DETAILS. (E) STRUCTURAL STEEL BEAM TO REMAIN. REFER TO STRUCTURAL DRAWINGS. BEAM PAVING. TO REMAIN. REFER TO STRUCTURAL DRAWINGS. 7 7 18 (E) STRUCTURAL

2' - 7"

2' - 7" 3' - 6" 4' - 11"

3' - 6"

36' - 5"

9' - 0"10' - 0"

1' - 0"

1' - 0" 14' - 11" 9' - 0"

306' - 9"

22 ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

1. ALL DIMENSIONS ARE MEASURED FROM FINISH TO FINISH UNLESS NOTED OTHERWISE.

STREET LEVEL

13 EXISTING

E GENERAL CONSTRUCTION NOTES

9' - 0"

NEW ALUMINUM TRELLIS AT STEEL CANOPY, SEE DETAIL DRAWINGS STREET LEVEL 306' - 9" EXISTING BASEMENT TRANSFORMER ACCESS HATCH, SEE MEP DRAWINGS.

RETAIL EXTERIOR NORTH 3

12 COLUMN CENTER

9 NEW CLADDING ON (E) WALL

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

NEW SIGNAGE (FOR REFERENCE ONLY) 18

SECTION THROUG

1/8" = 1'-0"

STREET

9 10

STREET LEVELSTREET 11 LEVEL

STREET LEVEL

306' - 9"

14' - 11"

13 13 NEW FIBER CEMENT AND METAL PANEL CLADDING AROUND EXISTING COLUMN

9' - 0"

NEW COLUMN TO20 SUPPORT THE PLAZA CANOPY ABOVE (SEE STRUCTURE DRAWINGS) 20

STREET LEVEL

TBD

ISSUE OR REVISION

ISSUE FOR PLAN321' CHECK - 8" / 2B

WEST 5TH STREET

1' - 7"

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

DATE

04/05/2019

1 4

NEW PARAPET WALL WITH CLADDING

SITE PAVING AND DRAINS REFERENCE L220 AND L221 HARDSCAPE PLAN 15

2 7

17 18

1 4

17 DETAILS NEW14 EXTERIOR STUD 17WALL WITH CLADDING,SEE WALL14 SECTIONS AND

(E) CEILING HEIGHT

40 FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL.

C1 TYP A675_2B

TBD (E) TENANT SUITE 205 NEW FIBER CEMENT & ALUMINUM SPANDREL RAINSCREEN JIMMY JOHN'S

NO.

1' - 4"

SECOND LEVEL RETAIL

WEST 4TH

C1 TYP A675_2B

TBD

ISSUE OR REVISION

ISSUE FOR PLAN CHECK 321' /- 2B 8"

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

TYP

INFILL NEW ROOF DECK WITH NEW ROOFING1' AND INSULATION TO MATCH EXISTING 1' - 7" - 7" COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

DATE

WEST 5TH STREET

04/05/2019

(E) TENANT

321' - 8"

(E) CEILING HEIGHT

NO.

1' - 4"

SECOND LEVEL RETAIL

7 ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

STREET

1' - 0"

14' - 11"

9' - 0"

1' - 4"

9' - 0"

1' - 0" 9' - 0"

10' - 0"

14' - 11"

9' - 0"

9' - 0"10' - 0" 9' - 0"

14' - 11"

10' - 0"

9' - 0"

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

14 NEW STOREFRONT SYSTEM, SEE WALL SECTION AND DETAIL

SECOND LEVEL RETAIL

HAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DETAILS AND DOOR TRANSITION

C1 STING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED. 18 A675_2B

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

24 24 15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR CEILING. 1' - 7" DAMPERS TO COMPLY WITH CBC. (E) TENANT SUITE 105 (E) TENANT SUITE 105 (E) TENANT SUITE 105 TBD HER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BCEXTERIOR WITH 75' TRAVEL DISTANCE TO ALL SEE CBC 716.2. JIMMY JOHN'S JIMMY JOHN'S JIMMY JOHN'S (E) TENANT SUITE 205 (E) TENANT SUITE 205 EXTERIOR EXTERIOR JIMMY JOHN'S JIMMY JOHN'S H FLOOR; ALSO DURING CONSTRUCTION. 20 20 20 3 3 3 15 15 CTILE EXIT SIGNAGE LOCATIONS AND SHEET A010 FOR GRAPHIC IMAGE.

TS FOR PARTITION TYPES & DETAILS. 9

14' - 11"

ALTER EXISTING DUCTWORK AS NEEDED, SEE

321' - 8"

2 NOT IN USE CEILING HEIGHT (E) CEILING HEIGHT (E) CEILING HEIGHT (E) CEILING HEIGHT 14.(E)REFER TO SHEET A070 FOR DOOR SCHEDULE. SEE SHEET A071 FOR DOOR TYPES AND HARDWARE. 3 NEW RAILING. SEE DETAIL SHEETS

14' - 11"

4' - 0" 36' - 5"

14MECHANICAL DRAWINGS

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

A671_2B

321' - 8"

CONSTRUCTION KEY NOTES

1/8" = 1'-0"

SECOND LEVEL RETAIL

321' - 8"

MEP ENGINEER 2101 El Segundo Blvd., S Los Angeles, CA 90071 t +1 310 846 4666 | www

CIVIL ENGINEER 700 South Flower Street, Los Angeles, CA 90017 t +1 213 481 0201 | www

t +1 213 481 0201 | www.kpff.com

WEST 4TH

321' - 8"

306' - 9"

TYP CIVIL F1 ENGINEER 700 South Flower Street, Suite 2100 A671_2B Los Angeles, CA 90017

EXTERIOR STAIR SECTION B1 TYP

STRUCTURAL ENGINE 550 South Hope Street, S Los Angeles, CA 90071 t +1 213 362 0707 | www

(E) CEILING HEIGHT

14' - 11"

SECOND LEVEL SECOND RETAILLEVEL RETAIL

1' - 4"

1437 4th Street, 4th F Santa Monica, Califo t +1 310 453 2800 |

MEP ENGINEER 2101 El Segundo Blvd., Suite 303 Los Angeles, CA 90071 t +1 310 846 4666 | www.amapc.com

CIVIL ENGINEER F1 TYP 700 South Flower Street, Suite 2100 Los A671_2B Angeles, CA 90017 t +1 213 481 0201 | www.kpff.com

TYP9

10' - 0"

335' - 1 7/8"

STREET LEVEL

MEP ENGINEER 2101 El Segundo Blvd., Suite 303 Los Angeles, CA 90071 t +1 310 846 4666 | www.amapc.com 10

F1 TYP A671_2B

STRUCTURAL ENGINEER 550 South Hope Street, Suite 1700 Los Angeles, CA 90071 t +1 213 362 0707 | www.nyase.com

(E) CEILING HEIGHT

WEST 5TH STREET

2 2' - 0"

B1 A671_2B

1' - 4"

306' - 9"

1437 4th Street, 4th Floor Santa Monica, California 90401 t +1 310 453 2800 | www.hlw.com

(E) TENANT SUITE 201C

ROOF LEVEL

335' - 1 7/8"

27' - 11"

321' - 8"

TYP

STREET LEVEL

445 S. FIGUEROA STRE LOS ANGELES, CALIFO 90071

ROOF LEVEL

th 1437 4th Street, 2 4 4 Floor Santa Monica, California 90401 t +1 310 453 2800 | www.hlw.com 22

STRUCTURAL ENGINEER 550 South Hope Street, Suite 1700 Los Angeles, CA 90071 t +1 213 362 0707 | www.nyase.com

GL-02

(E) CEILING HEIGHT

GL-02

4' - 11"

B1 A671_2B

SECOND LEVEL RETAIL

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

TL-01

(E) TENANT SUITE 201C

TBD COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

TL-01

1' - 7"

(E) CEILING HEIGHT

1' - 0"

1' - 4" 5

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

UNION BAN

445 S. FIGUEROA STREET LOS ANGELES, CALIFORNIA

335' - 1 7/8"

9' - 0"

1' - 8"

334' - 7 7/8"

27' - 11"

13. VERIFY ALIGNMENTS SHOWN IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, FURR 14 14 17 COLUMN OR WALL TO PROVIDE ALIGNMENT.17 1' - 0"

1' - 0"

9' - 0" 10

(E) CEILING HEIGHT

4' - 11"

10 TYP.

321' - 8"

(E) TENANT 20 SUITE 205 STARBUCKS

MECHANICAL DRAWINGS

F4 A706_2B ROOF LEVEL

UNION BANK 90071 B1 A677_2B

A677_2B

445 S. FIGUEROA STREET LOS ANGELES, 16 CALIFORNIA 90071 B1 19

MECHANICAL PENTHOUSE LEVEL

SECOND LEVEL RETAIL

ALTER EXISTING DUCTWORK AS

(E) TENANT SUITE 201C

TBD

(E) TENANT SUITE 205 STARBUCKS

36' - 5"

6' - 0"

(E) TENANT SUITE 205 STARBUCKS

B3 TYP A672_2B

3' - 6"

TL-01

7NEEDED, SEE

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

27' - 11"

334' - 7 7/8"

17 24

4' - 11"

1' - 0"

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

CKING PLATES TO WALL STUDS WHERE WALL MOUNT CABINET OCCURS.

1' - 7"

14' - 11"

GL-01

GL-02

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

36' - 5"

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

ALTER EXISTING DUCTWORK17 AS NEEDED, SEE MECHANICAL DRAWINGS

(E) CEILING HEIGHT (E) CEILING HEIGHT

FIGUEROA STREET SIDE

21' - 7"4

FIGUEROA STREET SIDE

9' - 0"10' - 0"

9' - 0"

6' - 0" 2

IELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR 1' - 0"

1' - 8"

2' - 0"

B3 TYP A672_2B

4' -- 11" 11" 4' 4' - 11"

2' - 4"

321' - 8"

1' - 0"

4' - 11"

2' - 0"

B1 A677_2B

5 11

MECHANICAL PENTHOUSE LEVEL 2

334' - 7 7/8"

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

4' - 11"

SECOND LEVEL RETAIL

4' - 11"

13' - 0"

13' - 0" 10' - 0"

6' - 0"

9' - 0"

36' - 5"

FIGUEROA STREET SIDE

4' - 11"

1' - 8"

4' - 0"

(E) TENANT SUITE 205 STARBUCKS

1' - 8"

OM FINISH TO FINISH UNLESS NOTED OTHERWISE.

F4 A671_2B

NEW COLUMN CENTER LINE

TYP

UNION BANK

(E) CEILING HEIGHT

334' - 7 7/8"

ALTER EXISTING DUCTWORK AS NEEDED, SEE MECHANICAL DRAWINGS

1' - 8"

13' - 0"

10' - 0"

3 (E) TENANT SUITE 205 STARBUCKS

9 22 TYP.

9' - 0"

D1 TYP A672_2B 7

TBD

16 1' - 4"

F4 A671_2B

B4 TYP A671_2B

MECHANICAL PENTHOUSE MECHANICAL LEVELPENTHOUSE LEVEL

1' - 8"

(E) CEILING HEIGHT

334' - 7 7/8"

4' - 11" 4' - 0"

4' - 0" 4

2' - 4"

4' - 0"

334' - 7 7/8"

B3 TYP A672_2B

1' - 4"

F4 A671_2B

B4 TYP A671_2B

14' - 11"

D1 TYP A672_2B 7

STRUCTION NOTES

(E) ROOF MECHANICAL PENTHOUSE

MECHANICAL PENTHOUSE LEVEL

2' - 4"

4' - 11"

NEW COLUMN CENTER LINE

TYP

32' - 5"

1' - 4"

B4 TYP A671_2B

MECHANICAL PENTHOUSE LEVEL

D1 TYP A672_2B 7 4' - 0"

11 2' - 0"

5 9

EXTERIOR ELEVATION - WEST

(E) ROOF MECHANICAL PENTHOUSE

NEW COLUMN CENTER LINE

TYP

4' - 11"

(E) ROOF MECHANICAL PENTHOUSE

14' - 11"

21 1

30' - 0"

1' - 0"

PT-01 1

343' - 1 7/8"

7 6' - 7"

(E) ROOF MECHANICAL PENTHOUSE

B JJ

TOP OF ROOF (PENTHOUSE)

TOP OF ROOF (PENTHOUSE) 343' - 1 7/8"

14' - 11"

9' - 0"10' - 0"

2' - 0"

343' - 1 7/8"

1' - 0" 7 21

C KK

(E) ROOF MECHANICAL PENTHOUSE

343' - 1 7/8"

8' - 6"

AL-03

FC-01

6' - 7"

8' - 6"

D4 TYP A672_2B

D BUILDING PROFILE BEYOND 6

8' - 6"

1 A677_2B

4' - 11"

8 1' - 0"

TOP OF ROOF (PENTHOUSE) TOP OF ROOF (PENTHOUSE)

343' - 1 7/8"

PT-01

TOP OF ROOF (PENTHOUSE)

4' - 11"

13' - 11"

2' - 0"

AL-01

E 6

1' - 0"

(E) ROOF MECHANICAL PENTHOUSE

TYP. 22

6' - 7"

343' - 1 7/8"

D4 TYP A672_2B

1' - 6" 6 8

TOP OF ROOF (PENTHOUSE)

8' - 6"

1' - 0"

8' - 6"

D4 TYP A672_2B

8' - 6"

7' - 7"

F KK-1

1' - 6"

8' - 6"

KK-1

1' - 6"

8' - 6"

KK-1

8' - 6" 8' - 6"

PROJECT PHASE

SHEET NO.

2B A575_2B A

PROJECT PHASE

(E) CENTER OF COLUMN 5/8" EXTERIOR SHEATHING

AL-05

GL-01

GL-02

FC-01

AL-03

FC-01

AL-05

FC-01

GL-01

AL-01 FC-01

AL-01GL-01 FC-01

GL-01

GL-02

(E) STEEL COLUMN

GL-02

SECOND LEVEL RETAIL

GL-01

AL-01 FC-01

FC-01

AL-05

FC-01 FC-01

1437 4th Street, 4th Floor Santa Monica, California 90401 t +1 310 453 2800 | www.hlw.com

TL-01

GL-01

GL-03 AL-01 FC-01

18 FC-01

AL-05

FC-01

AL-03 GL-03

GL-01 AL-01 AL-01 FC-01 FC-01

GL-01

ALUMINUM FLOATING BRACKET AND HANGER RAIL SYSTEM

A676_2B

GL-01

5/8" EXTERIOR SHEATHING

HARDSCAPE ELEMENTS REFER TO8 L220_2B

3 5

XTERIOR SECTION - WEST

ELECTRICAL CONDUIT TO LIGHT FIXTURE

MN BEYOND ALUMINUM ANGLE FACADE SOFFIT CAP BRACKET AT 16” O.C. REFER TO B1 AND D1 A676_2B

ALUMINUM FLOATING BRACKET AND HANGER SYSTEM

103

STAINLESS STEEL FLASHING

30' - 0"

NO.

30' - 0"

102

DATE

104

ISSUE OR REVISION

30' - 0"

04/05/2019

103

105

30' - 0"

ISSUE FOR PLAN CHECK / 2B

30' - 0"

104 20' - 0"

30' - 0"

106

107

105

F1 AL-05 A323_2B

(E) INSULATION

AL-03

3/8" THICK X 3-1/2”W X 12”L X 4”D ALUMINUM BENT PLATECAP AT BRACKET 16” O.C. AT 16" O.C. ALUMINUM ANGLE FACADE REFER TO B1 AND D1 A676_2B ALUMINUM Z-GIRT AT 16" O.C. . 156" THICK. 3" DEEP WITH 2" RETURNS ALUMINUM Z-GIRT AT 16" O.C. .156" THICK. REFER TO B1 AND D1 A676_2B FIBER CEMENT WALL PANELS

FLUID APPLIED MEMBRANE METAL CLIP AIR AND WATER BARRIER

AL-01 FC-01

(E) INSULATION

3/4" 1/2"

AL-05

GL-01

(E) STEEL COLUMN

FC-01

5/8" THICK TYPE 'X' GYPSUM BOARD 3 5/8" METAL STUDS @ 16" O.C.

445 S. FIGUEROA STREET LOS ANGELES, CALIFORNIA 90071

ALUMINUM Z-GIRT AT 16" O.C. REFER TO B1 AND D1 A676_2D

GL-02

METAL L-TRIM

METAL STUD CLIP

AL-03

AL-05

FC-01

AL-03

FC-01 AL-03

AL-05

ALUMINUM FLOATING BRACKET AND HANGER RAIL SYSTEM

FC-01

SHIM

AL-05

SEALANT & BACKER ROD

1437 4th Street, 4th Floor Santa Monica, California 90401 t +1 310 453 2800 | www.hlw.com

A676_2B

AL-01 GL-01 FC-01

GL-01

FC-01

GL-01

ALUMINUM HAT CHANNEL. .156" THICK

5/8" EXTERIOR SHEATHING

TL-01

FC-01

1/2"

TL-01

STRUCTURAL ENGINEER 550 South Hope Street, Suite 1700 Los Angeles, CA 90071 t +1 213 362 0707 | www.nyase.com

MINERAL FIBER INSULATION

HSS KICKER.

GL-01

1/2"

GLAZED ALUMINUM ENTRANCE DOOR

4" 16 GA. METAL STUDS AT 16" O.C.

8" X 8" X 12" X 1/2" STEEL ANGLE ATTACH TO BEAM.

GLAZED ALUMINUM STOREFRONT

FIBER CEMENT WALL PANELS

HSS AT 4' - 0" O.C.

SHEET TITLE:

4" METAL STUD SOFFIT FRAMING

4"7"

1 3/4"

7" 5/16" (8MM)

KK-1

SCALE: 1 1/2" = 1'-0"

Checker

1 A677_2B

DECORATIVE CONCRETE PAVING

TBD

1' - 4"

PT-01

1 1/2" = 1'-0"

DATE: 02/07/19

DRAWN BY: Author

HOT FLUID APPLIED WATER PROOFING

RUN WATERROOFING INTO DRAIN

3 3/4"

4" 16 GA. METAL STUDS AT 16" O.C.

5/8" EXTERIOR SHEATHING

306' - 9"

14' - 11"

EXTERIOR ELEVATION - WEST

(E) STEEL BEAM WITH SPRAY-ON FIREPROOFING

4' - 11"

FIBER CEMENT WALL PANELS

SIM

10 TYP.

ALUMINUM FLOATING BRACKET AND HANGER RAIL SYSTEM

4" METAL STUD SOFFIT FRAMING

GL-02

TL-01

1/4" THICK X 3-1/2”W X 12”L X 4”D ALUMINUM BENT PLATE AT 16” O.C.

TUBE STEEL BEAM, SEE STRUCTURAL DRAWINGS

3"X3"X6" ALUMINUM ANGLE ATTACHED TO BACK SIDE OF ALUMINUM PLATE SOFFIT

TUBE STEEL AT 4’-0” O.C.

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

GL-02

HSS AT 4’-0” O.C.

A676_2B

EXTERIOR STAIR SECTION

306' - 9"

9 3/4"

ALUMINUM ANGLE FACADE SOFFIT CAP BRACKET AT 16" O.C. REFER TO B1 AND D1 A676_2B CONTINUOUS CURVED LIGHT FIXTURE

MECH. SHEETMETAL PLENUM WHERE OCCURS. CONNECT TO LOUVER AND EXISTING DUCT. SEE MEP DWG.

1 3/4"

16 STOREFRONT NEW SYSTEM, WALLWITH SECTION AND DETAIL NEW EXTERIOR STUD WALL CLADDING,SEE WALL SECTIONS AND DETAILS 4"SEE

17 IN USE NEW PARAPET WALL WITH CLADDING NOT

18 RAILING. NEW DETAIL SHEETS SOFFIT PLATE NEWSEE CURVED ALUMINUM

5/16" (8MM)

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS MECHANICAL LOUVER

NEW SIGNAGE (FOR REFERENCE ONLY) 25 NEW BI-FOLD DOORS. SEE DOOR SCHEDULE FOR DETAILS.

NEW CLADDING ON (E) WALL

NEW ALUMINUM TRELLIS AT STEEL CANOPY, SEE DETAIL DRAWINGS

EXISTING BASEMENT TRANSFORMER ACCESS HATCH, SEE MEP DRAWINGS.

(E) COLUMN TO REMAIN

NEW CLADDING ON (E) WALL 26 PAINT EXISTING METAL TRELLIS STRUCTURE AS SCHEDULED NEW ALUMINUM TRELLIS AT STEEL CANOPY, SEE DETAIL DRAWINGS 27 EXISTING ROOF DRAIN TO REMAIN, SEE PLUMBING DRAWINGS EXISTING BASEMENT TRANSFORMER ACCESS HATCH, SEE MEP DRAWINGS. 28 NEW METAL PAINTED LOUVER, SEE DETAILS. (E) COLUMN TO REMAIN

(E) ESCALATOR TO REMAIN

NEW CONCRETE/PAVED STEPS AND RAILINGS,SEE SITE DETAIL SHEETS

SECTION THROUGH RAMP

1/8" = 1'-0"

SHEET TITLE:

SECTION THRO

1/8" = 1'-0"

EXTERIOR DETAILS

SYMBOLS LEGEND

1/2" THICK CURVED ALUMINUM PLATE SOFFIT

1/2"

NEW SIGNAGE (FOR REFERENCE ONLY)

EXTERIOR STAIR SECTION

24' - 0"

CONSTRUCTION KEY NOTES

HSS BEAM

ECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE TO MAINTAIN INTEGRITY OF

306' - 9"

SEAL/ SIGNATURE

ELECTRICAL CONDUIT TO LIGHT

FIXTURE 1/8" = 1'-0"

4" 16 GA. METAL STUD SOFFIT FRAMING

DESIGNATION T 3'-4" ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER CABINETS MOUNTED AT 3'-4" HANDLE.

STREET LEVEL

1:12 MAX.

STREET LEVEL

INSULATION TO MATCH EXISTING

1/2"

HEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT DRYWALL PARTITIONS.

306' - 9"

TRUE PLAN

MINERAL FIBER INSULATION

D A040 FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL.

GL-02 STREET LEVEL

TL-01

SOUTH FIGUROA STREET

SEE MEP DWG. L 15. BACKING INSTALL PLATES FIRE DAMPERS TOBI-FOLDING WALL STUDS IN ALL DUCTS WHEREPENETRATING WALL MOUNT CABINET EXISTING OCCURS. CORRIDOR WALLS4" &1 3/4" OR CEILING. 15. INSTALL FIRE DAMPERS IN ALL NEW DUCTS PENETRATING CORRIDOR WALLS & ORTO CEILING. GLAZED ALUMINUM DOORS 1/2" TYP 4 19 NEWNEW INFILL ROOF DECK WITHEXISTING NEW ROOFING AND INSULATION MATCH EXISTING 4 INFILL ROOF DECKFINISH WITH NEW ROOFING AND INSULATION TO MATCH EXISTING 7" FLOOR TO MATCH EXISTING TENANT SPACE TO DOOR SCHEDULE /DETAILS DAMPERS, REFER TO COMPLY WITH CBC. TO COMPLY WITH CBC. (E) INTERIOR CEILING COLUMN ENCLOSURE BEYOND 5/16"DAMPERS (8MM) GUISHER ALL SEEWITH CBC A716.2. RATING OF NOT LESS THAN 2-A OR 2-A10BC WITH 75' TRAVEL DISTANCE TO ALL SEE CBC 716.2. 5 5 NEW FIBER CEMENT & ALUMINUM SPANDREL RAINSCREEN NEW CEMENT ALUMINUM SPANDREL RAINSCREEN 21 FIBERNEW OPEN&TRELLIS CANOPY ABOVE, SEE GLAZED ROOF PLANSTOREFRONT FOR DETAIL ALUMINUM EACH FLOOR; ALSO DURING CONSTRUCTION. COLUMN ENCLOSURE BEYOND 6 6 SITE PAVING AND DRAINS REFERENCE L220 AND L221 HARDSCAPE PLAN SITE AND DRAINS REFERENCE L221 HARDSCAPE PLAN 22 PAVING NEW SITE LIGHTING, SEE L223L220 SITEAND LIGHTING PLAN TBD R TACTILE EXIT SIGNAGE LOCATIONS AND SHEET A010 FOR GRAPHIC IMAGE. 2' - 10" COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION B1 (SEE STRUCTURE EL RETAIL SECTION DETAILDRAWINGS) - STREET LEVEL 7 7 RETAILNEW NEW COLUMN TO SUPPORT THE PLAZA CANOPY ABOVE TO SUPPORT THE PLAZA CANOPY ABOVE (SEE STRUCTURE DRAWINGS) 23 COLUMN CANOPY BEAM. SEE STRUCTURAL DRAWINGS 1 1/2" = 1'-0" TION SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DETAILS AND DOOR TRANSITION 8 NEW FIBER CEMENT AND METAL PANEL CLADDING AROUND EXISTING COLUMN 8 NEW FIBER CEMENT AND METAL PANEL CLADDING AROUND EXISTING COLUMN 24 NEW STUD WALL BACKING FOR SCHEDULED FINISH,SEE E D C B A WALL SECTION AND DETAIL

HEETS FOR PARTITION TYPES & DETAILS.

F1 A708_2B TL-01

4" 16 GA. METAL STUDS AT 16" O.C.

1 CURVED NEW STOREFRONT WALL SECTION AND DETAIL D FROM 13. VERIFY FINISHALIGNMENTS TO FINISH UNLESS SHOWNNOTED IN DRAWINGS OTHERWISE. IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE,13. FURR VERIFY ALIGNMENTS SHOWN IN DRAWINGS SYSTEM, IN FIELD. SEE IF ALIGNMENT IS NOT ACHIEVABLE, FURR CONTINUOUS LIGHT FIXTURE COLUMN OR WALL TO PROVIDE ALIGNMENT. COLUMN OR1/2"WALL TO PROVIDE ALIGNMENT. THICK CURVED ALUMINUM PLATE SOFFIT 2 1/2" 2 NOT IN USE DRIN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR 14. REFER TO SHEET A070 FOR DOOR SCHEDULE. SEE SHEET A071 FOR DOOR TYPES AND HARDWARE. 14. REFER TO SHEET A070 FOR DOOR SCHEDULE. SEE SHEET A071 FOR DOOR TYPES AND HARDWARE. 3 NEW RAILING. SEE DETAIL SHEETS

KEY PLAN

5/8" EXTERIOR SHEATHING

(E) STEEL BEAM WITH SPRAY-ON FIREPROOFING

CONSTRUCTION KEY NOTES

R EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED.

F4 A706_2B

ALUMINUM Z-GIRT AT 16" O.C. .156" THICK. REFER TO B1 AND D1 A676_2B FLUID APPLIED MEMBRANE AIR AND WATER BARRIER

(E) STRUCTURAL COLUMN

(E)STRUCTURAL COLUMN BEYOND

ONSTRUCTION NOTES

1/8" = 1'-0"

A676_2B

ELECTRICAL CONDUIT TO LIGHT FIXTURE

4/11/2019 4:54:26 PM

321' - 8"

14' - 11"

STREET LEVEL

FIBER CEMENT WALL PANEL RAINSCREEN SYSTEM

PLAN DETAIL @ COLUMN ENCLOSURE @ RETAIL

1/2" THICK CURVED ALUMINUM PLATE FACADE CAP

F4 A706_2B 7"

GL-02

MINERAL FIBER INSULATION

ALUMINUM FLOATING BRACKET AND HANGER RAIL SYSTEM

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

(E) INSULATION

TL-01

5/8" EXTERIOR SHEATHING

FORMED METAL PLATE RAIN SCREEN SYSTEM

TL-01 FLOATING BRACKET AND SECOND LEVELALUMINUM RETAIL HANGER RAIL YSTEM

GL-01

GL-02

4" 16 GA. METAL STUDS AT 16" O.C.

ISSUE OR REVISION

ALUMINUM ANGLE FACADE CAP BRACKET AT 16" O.C. REFER TO B1 AND D1 A676_2B

ALUMINUM Z-GIRT AT 16" O.C. .156" THICK. REFER TO B1 AND D1 A676_2B

3/8"

3" = 1'-0"

22 TYP.

FLUID APPLIED MEMBRANE AIR AND WATER BARRIER

1' - 4"

4" METAL STUD BRACE AT 16" O.C.

10 TYP.

ISSUE FOR PLAN CHECK / 2B

30' - 0"

T.F.O. FC PANEL

(E) FLOOR ASSEMBLY

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

(E) INSULATION

1 5/8" METAL STUD

COLUMN ENCLOSURE BEYOND

ALUMINUM ANGLE FACADE CAP BRACKET AT 16" O.C. REFER TO B1 AND D1 A676_2B

INSULATION TO MATCH EXISTING

CUT EXISTING SLAB

321' - 8"

(E) FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM/BEYOND OUTSIDE AND INSIDE CORNERS

2' - 0"

SECOND LEVEL RETAIL

TL-01

FIBER CEMENT WALL PANELS

GL-02

DATE

04/05/2019

SEALANT & BACKER ROD

GL-01

3/8"

GLAZED ALUMINUM STOREFRONT

1' - 11"

1/2" THICK CURVED ALUMINUM PLATE FACADE CAP

V.I.F

MECHANICAL LOUVER. REFER TO MEP DWGS.

A676_2B

22 TYP.

A676_2B

NO.

1' - 7"

GLAZED DECORATIVE RAILING

3 7/8"

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

GLAZED ALUMINUM STOREFRONT

CIVIL ENGINEER 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 t +1 213 481 0201 | www.kpff.com

STAINLESS STEEL FLASHING

BUILDING PROFILE BEYOND 30' - 0"

ALUMINUM BRACKET WITH S.S. FASTENERS. ALUMINUM FACADE CAP TO METAL STUD FRAMING

PT-01

(E) CONCRETE SLAB ON METAL DECKING GLAZED ALUMINUM BI-FOLD DOOR SYSTEM

15 8

5/8" EXTERIOR SHEATING

TBD

SECTION DETAIL - SECOND LEVEL RETAIL

AL-03

FC-01

AL-01

3 5/8" METAL STUD

10 3

FURRED COLUMN BEYOND

CONTINUOUS CURVED LIGHT FIXTURE

2B A671_2B

1 A677_2B B4

PT-01

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

WEST 5TH STREET

PT-01

KK-1

(E) INTERIOR SHEET NO. CEILING

PROJECT PHASE

1 142

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

1/2"

BUILDINGCHECKED PROFILE BEYOND BY:

GLAZED ALUMINUM STOREFRONT

TYP. 22

2815

PROJECT NO. 18109

COLUMN ENCLOSURE BEYOND

ELECTRICAL CONDUIT TO LIGHT FIXTURE

(E) MECH, DUCT. CONNECT TO PLENUM.

MECHANICAL LOUVER SEE MEP DWG.

ALUMINUM ANGLE FACADE SOFFIT CAP BRACKET AT 16” O.C. REFER TO B1 AND D1 A676_2B

MECH. SHEETMETAL PLENUM WHERE OCCURS. CONNECT TO LOUVER. REFER TO MEP DWGS.

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

HSS BEAM.

1/2" THICK ALUMINUM PLATE SOFFIT

2' - 5"

5 8

2' - 0"

1 3/4"2"

1/2"

2214 TYP.

1/2" THICK CURVED ALUMINUM PLATE SOFFIT

1/2"

5/16" (8MM)

SECTION DETAIL - STREET LEVEL RETAIL

22 TYP.15

EXTERIOR DETAILS

ALUMINUM ANGLE FACADE SOFFIT CAP ON AWB TO EXTEND 4” FLUID APPLIED FLASHING BRACKET AT 16" FROM/BEYOND O.C. OUTSIDE AND INSIDE CORNERS REFER TO B1 AND D1 A676_2B CONTINUOUS CURVED LIGHT FIXTURE CONTINUOUS CURVED LIGHT FIXTURE

1/2"

(E) HSS COLUMN BEYOND

2' - 0"

9 3/4"

28 1

3 5/8"

FIXTURE

1 3/4" 5/8"

FLUID APPLIED MEP ENGINEER MEMBRANE AIR303 AND 2101 El Segundo Blvd., Suite BARRIER Los Angeles, WATER CA 90071 t +1 310 846 4666 | www.amapc.com

1/2"

3/8" THICK X 3-1/2”W X 12”L X 4”D 8O.C. 3 22 TYP. 22TO LIGHT TYP.PLATE AT 16”25 ELECTRICAL CONDUIT ALUMINUM BENT

(E) INTERIOR CEILING

7' - 7"

PT-02

STREET

28 15

13' - 11"

FC-01

WEST 4TH

2' - 7"

UNIONAL-03 BANK

(E) HSS BEAM TO REMAIN. REFER TO STRUCTURAL DRAWINGS

1' - 10"

2 1/2"

MECH. SHEETMETAL PLENUM WHERE OCCURS. CONNECT TO LOUVER AND EXISTING DUCT. SEE MEP DWG.

PROTECTION BOARD

AL-03

FC-01

4' - 11"

ELECTRICAL CONDUIT TO LIGHT FIXTURE HSS BEAM

DRAINAGE BOARD

PT-02

AL-01

AT 16” O.C. REFER TO B1 AND D1 A676_2B

(E) BEAM BEYOND

MINERAL WOOL INSULATION

XTERIOR ELEVATION - SOUTH

FC-01 ALUMINUM ANGLE FACADE CAP BRACKET AL-01

GL-02

TRUE PLAN

(E) STEEL BEAM WITH SPRAY-ON FIREPROOFING

4" METAL STUD BRACE AT 16" O.C.

STEEL BEAM WITH 4" 16 GA. METAL STUD SOFFIT SPRAY-ON FIREROOFING, SEE FRAMING STRUCTURAL DRAWINGS (E) STRUCTURAL COLUMN

TYP. 22

GL-01

SEAL/ SIGNATURE

5/8" EXTERIOR SHEATING

FLUID APPLIED MEMBRANE AIR AND WATER BARRIER

AL-03

(E)SOUTH INSULATION FIGUROA STREET

FORMED METAL PLATE PANEL RAIN SCREEN SYSTEM

PT-02

14' - 11"

FC-01

4" METAL STUDS AT 16" O.C.

INSULATION TO MATCH EXISTING STEEL BEAM WITH SPRAY ON FIREPROOFING

GLAZED ALUMINUM STOREFRONT

PLAN DETAIL @ COLUMN ENCLOSURE

3" = 1'-0"

AL-05

5/8" EXTERIOR SHEATHING

A676_2B

(E) CONCRETE SLAB ON METAL DECKING HSS AT 4’-0” O.C.

FC-01

METAL STUD CLIP

GL-02

(E) ROOF STRUCTURE ASSEMBLY

AL-01 FC-01

GL-01

ALUMINUM HAT CHANNEL. .156" THICK 5/8" EXTERIOR SHEATHING ALUMINUM EXTRUSION WALL PANEL BRACKET SYSTEM 4" 16 GA. METAL STUDS AT 16" O.C.

A676_2BMINERAL FIBER INSULATION FLUID APPLIED MEMBRANE AIR AND WATER BARRIER

INSULATION TO MATCH EXISTING

10' - 0"

MINERAL FIBER INSULATION

GL-01

1/2" THICK CURVED ALUMINUM PLATE FACADE CAP

AL-03

AL-05 AL-05

GL-01

TL-01

(E) STEEL BEAM WITH SPRAY-ON FIREPROOFING

AL-03 FC-01

AL-03

AL-05

PT-01

FC-01

GL-01

AL-01

GL-02

FASTEN AS REQUIRED

A676_2B

EXISTING COLUMN CENTER LINE

14' - 11"

FC-01

AL-01 FC-01

36' - 5"

107

20' - 0"

PT-02

AL-01

STREET

(E) BARE METAL DECK WITH ROOFING ASSEMBLY

(E) CENTER OF COLUMN 5/8" EXTERIOR SHEATHING

(E) ROOF ASSEMBLY

GL-02

1' - 4" T.F.O.FC PANEL

FC-01AL-03

KEY PLAN

ALUMINUM FLOATING BRACKET AND HANGER RAIL YSTEM

7" GL-02

GL-02

ROOFING ASSEMBLY TO MATCH EXISTING

WEST 5TH STREET

36' - 5"

ROOFING ASSEMBLY TO MATCH EXISTING

GL-01

1/2" THICK CURVED ALUMINUM PLATE FACADE CAP FIBER CEMENT WALL PANELS

A676_2B

FC-01 PT-01

5/8" EXTERIOR SHEATHING

GL-01

3/4" 1/2"

C1 A570_2B

COUNTER FLASHING

SHAPED GALVANIZED METAL COPING

4" METAL STUDS AT 16" O.C.

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM/BEYOND OUTSIDE AND INSIDE CORNERS

GL-01

D1 7"

4" 1 1/8"

13' - 11"

GL-01

CANOPY STEEL COLUMN

GL-01

PT-01

5/8" EXTERIOR SHEATHING 1/2" THICK CURVED ALUMINUM PLATE FACADE CAP

18 GA. GALVANIZED AND PAINTED COPING

AL-04

6 1/2"

4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS FC-01 FC-01

A676_2B

106

10' 30'--0"0"

2 1/2"

FLUID APPLIED FLASHING ON AWB TO EXTEND

PT-01

1' - 0 5/8"

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM/BEYOND OUTSIDE AND INSIDE CORNERS

1' - 4" T.F.O. FC PANEL

FC-01

151

SHAPED ALUMINUM COPING. AL-03

COLUMN ENCLOSURE BEYOND

(E) FLOOR ASSEMBLY

AL-03

AL-04

CUT EXISTING SLAB

1' - 11"

PT-01

F4 A323_2B

8 3/8"

AL-04

GLAZED ALUMINUM STOREFRONT

EXISTING COLUMN CENTER LINE

125

COLUMN CLADDING DEPTH TO BE DETERMINED BY STOREFRONT LOCATION

4" 16 GA. METAL STUDS AT 16" O.C.

FC-01

1' - 7"

TBD

EXISTING COLUMN CENTER LINE

7' - 7"

23TYP. 1 28

ALUMINUM BRACKET WITH S.S. FASTENERS. ALUMINUM FACADE CAP TO METAL STUD FRAMING

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS MIN.

WEST 4TH

TION DETAIL - SECOND LEVEL RETAIL

-0"

15 10

FLUID APPLIED MEMBRANE AIR AND WATER BARRIER

4' - 11"

CEILING

AL-03

2' - 7 1/8"

101

1/2"

C-01

FIBER CEMENT WALL PANEL RAINSCREEN SYSTEM

FLUID APPLIED FLASHING ON AWB TO EXTEND 4” FROM / BEYOND OUTSIDE AND INSIDE CORNERS

GLAZED ALUMINUM STOREFRONT

1 1/2" = 1'-0"

5 EXTERIOR SECTION - EAST

1/8" = 1'-0"

MECHANICAL LOUVER. REFER TO MEP DWGS.

5/8"

1 1

FURRED COLUMN BEYOND

1 3/4"

102 30' - 0"

GL-02

5/16"

CONTINUOUS CURVED LIGHT FIXTURE

T. CONNECT TO PLENUM.

3 5/8" METAL STUDS @ 16" O.C.

3/8"

EXTERIOR SECTION - EAST

1/8" = 1'-0"

CIVIL ENGINEER 700 South Flower Street, Suite 2100 Los Angeles, CA 90017 t +1 213 481 0201 | www.kpff.com

Typical Details

MEP ENGINEER 2101 El Segundo Blvd., Suite 303 Los Angeles, CA 90071 t +1 310 846 4666 | www.amapc.com

LIGHT FIXTURE IN CONCRETE FLOOR SLAB

306' - 9"

FIBER CEMENT WALL PANELS

O.C.

METAL PLENUM WHERE OCCURS. LOUVER. REFER TO MEP DWGS.

STREET LEVEL

306' - 9"

STREET LEVEL

STRUCTURAL ENGINEER 550 South Hope Street, Suite 1700 Los Angeles, CA 90071 t +1 213 362 0707 | www.nyase.com

MINERAL FIBER INSULATION

3/8"

AL-01 FC-01

METAL L-TRIM

2' - 0"

4" 16 GA. METAL STUDS AT 16" O.C.

OND

AL-01 FC-01

321' - 8" 6

GL-01

EAM.

13' - 11"

6 1/2"

AL-05

AL-01

ALUMINUM HAT CHANNEL. .156" THICK

L1/2" STEEL ANGLE

GL-02

METAL STUD CLIP

14' - 11"

GL-02

321' - 8"

FC-01

FLUID APPLIED MEMBRANE AIR AND WATER BARRIER

GL-01

SECOND LEVEL RETAIL

445 S. FIGUEROA STREET LOS ANGELES, CALIFORNIA 90071

AL-03

ALUMINUM Z-GIRT AT 16" O.C. REFER TO B1 AND D1 A676_2D

GL-01

FC-01

36' - 5"

GL-02

UNION BANK

(E) HSS BEAM TO REMAIN. REFER TO STRUCTURAL DRAWINGS

TL-01

M WITH EPROOFING

GL-01

METAL STUD CLIP

AL-03 FC-01

335' - 6 7/8"

FC-01

ALUMINUM ANGLE FACADE CAP BRACKET AT 16” O.C. REFER TO B1 AND D1 A676_2B

GL-02

UCTURE

AL-01

TOP OF PARAPET (RETAIL)

335' - 6 7/8" AL-05

PT-01

22 GL-02

28' - 10"

EMBLY

FC-01 TOP OF PARAPET (RETAIL)

1/2" THICK CURVED ALUMINUM PLATE FACADE CAP

GL-01

PT-01

FASTEN AS REQUIRED

A676_2B

343' - 1 7/8"

T.F.O.FC PANEL

8 3/8"

SHEATHING

EMBLY TO NG

AL-03

FC-01

1' - 4"

2 1/2"

13' - 11"

DS AT 16" O.C.

AL-04

TOP OF PENTHOUSE

343' - 1 7/8"

55 PT-02

14' - 11"

PT-01

TOP OF 23 PENTHOUSE 1

PT-01

3/4" 1/2"

D FLASHING ON AWB TO EXTEND 4” D OUTSIDE AND INSIDE CORNERS

AL-03

EXISTING COLUMN CENTER LINE

)INUM COPING.

1 1

7' - 7"

PT-01

AL-04

PT-01

11 A677_2B

7' - 7"

KK-1 JJ

13' - 11"

36' - 5"

1 A677_2B

14' - 11"

JJ KK-1

NEW EXTERIOR STUD WALL WITH CLADDING,SEE WALL SECTIONS AND DETAILS

NEW PARAPET WALL WITH CLADDING

B10

INDICATES PARTITION TYPE. SEE A030 FOR PART

DATE: 02/07/19

DOOR SYMBOL SEE SHEET A070 FOR DOOR SCHEDULE , TYPES,

DRAWN BY: Author

EXISTING WALL TO REMAIN, PROTECT IN PLACE.

PROJECT NO. 18109

NEW CURVED ALUMINUM SOFFIT PLATE

NEW FLOOR FINISH TO MATCH EXISTING TENANT SPACE

SCALE: 1 1/2" = 1'-0"

CHECKED BY: Checker

21 NEW OPEN TRELLIS CANOPY ABOVE, SEE ROOF PLAN FOR DETAIL PROJECT PHASE SHEET NO. 22 23

2B A671_2B

NEW SITE LIGHTING, SEE L223 SITE LIGHTING PLAN CANOPY BEAM. SEE STRUCTURAL DRAWINGS

NEW STUD WALL BACKING FOR SCHEDULED FINISH,SEE WALL SECTION AND DETAIL

NEW BI-FOLD DOORS. SEE DOOR SCHEDULE FOR DETAILS.

PAINT EXISTING METAL TRELLIS STRUCTURE AS SCHEDULED

EXISTING ROOF DRAIN TO REMAIN, SEE PLUMBING DRAWINGS

NEW METAL PAINTED LOUVER, SEE DETAILS.

NEW WALL PARTITIONS, SEE SHEET A030 FOR VA SCOPE LINE

817 / 827 N. Vine Campus Owner: Lincoln Propery Co. West HLW Project Team: Mark Zwagerman (P.I.C.), Sejal Sonani (P.M.), Josh Kenin (P.A.), Victor Zhang (Project Designer), Designer) Kirstin Nguyen (Job Captain) Consultants: HLW (Landscape), Structural Focus (Structural), ARC Engineering (M.E.P.), KPFF (Civil), KGM (Lighting)| General Contractor: KPRS

Centrally located in West Hollywood’s entertainment district, the 817/827 N. Vine Street Campus is a creative office space which is due to be leased by Netflix. Three structures compose the campus; 817 N. Vine is an existing building and the former home to The Musician’s Union, 827 N. Vine is a four story ground up construction, and a new 280 stall parking structure occupies the north of the site. Tying the two commercial buildings is a vibrant central courtyard capable of hosting private events along with day to day tenant use.

Formal Diagrams

Existing

Demolition

Proposed

Existing condition with minimal courtyard due to additions to original historic building. Single structure occupying site of future construction.

Demolish add-on structured to original building and single structure to maximize site and create larger central open courtyard.

New building is set back at courytard facing facade to maximize couryard area. Upper level views at north facade afford views to Hollywood sign.

Site Plan

LILLIAN WAY

WARING AVE.

NEW PARKING STRUCTURE FOR 827 VINE ST. WITH OFFSITE PARKING FOR 817 VINE ST.

817 VINE ST. CONVERSION OF EXISTING AUDITORIUM TO CREATIVE OFFICE.

827 VINE NEW 3-STORY 45’-0” HIGH CREATIVE OFFICE BUILDING

817 VINE ST. CONVERSION OF EXISTING 2 STORY OFFICE BUILDING TO CREATIVE OFFICE.

N. VINE STREET 48

As an existing building with historic landmark status, 817 N. Vine St was not only unique due to its adaptive re-use strategy, but also because of the city and local stakeholder’s design input on the project. Integral to the design of the building was the balance between maximizing the usability of the building while maintaining the historical qualities such as the openness of the drive aisle, the visual transparency of the central courtyard from the street and the central covered walkway. To create a large interior open plan, the cores of the building are located on the outside on the perimeter of the building, with one exit stair being an exterior stair. Similarly, shear walls commonly placed centrally in a typical floro alan are placed outbound on the perimeter and seen from the exterior of the building. Along with the concrete shear walls, the facade of 827 N. Vine consists of an irregular pattern of fiber cement panels and glazing units. 49

Typical Floor Plan F

N.5

197' - 6 1/2" 13' - 6"

12' - 2"

30' - 0"

19' - 10 1/2"

29' - 10"

1' - 1"

13 PL

827 LOS AN

F5 A603B NOTE: THIS GRIDLINE NOT PARALLEL TO GRIDLINE 5-B

1' - 0"

B104.2

1 2 3 6

ELECTRICAL B104

B102

5-B OFFICE TENANT 4 B105

2 1/2"

F1 A655B

11' - 3 3/8"

9' - 4 3/4"

3 ACCESIBLE MEANS OF EGRESS (SECTION 1009.3)

22' - 6"

B3 A604B

G6 MPOE B107

BS6

STAIR 6 S6

BS101

B106

D3 A603B

RAMP DOWN AT 8.33%

G6 G6

E1 A784B

F1 A785B

B105

B107

34' - 11 3/4"

S2.1

F3 A604B

TYP

288.31

2' - 3"

10' - 11 3/4"

TYP

27' - 6"

10' - 0"

20' - 3"

10' - 2"

WARING AVE.

105' - 6 5/8"

S2.1

F5 A612B

G6.1 2' - 6"

11 3

LIGHTING CONSU

3-B

KAPLAN GEHRIN LIGHTING 270 CORAL CIRCL O 310.552.2191 EX WWW.KGMLIGHT

TYP

27' - 6"

S2.1

B101.2

9' - 9" E1 A654B

12/12/2017

TYP

KEY PLAN

5' - 9"

1' - 1"

4' - 1"

S 1 P IS G IS

1' - 2 1/2"

B101.1

1' - 1"

107' - 6 3/4"

TYP

DATE 01/13/2017 04/14/2017 06/05/2017 09/01/2017

B2 A786B

LOBBY B101 6' - 10"

3' - 4"

7' - 6 3/8"

NO.

24' - 5 5/8"

WOMEN WC B103

B1 A811B

F1 A653B

26' - 10 1/2"

S2.1

6-B

B103

34' - 4 3/4"

B104.1

TYP

13' - 8 1/2"

S2.1

MEN WC B102

13' - 7 1/2"

G6.1

TYP

1' - 1"

6-B

TYP

MEP CONSULTAN

12' - 1"

C6 A911B

BREEZEWAY B108

277 SOUTH LAKE BURBANK, CA 91 TEL: (818) 508-63 FAX: (818) 508- 70

2-B

STRUCTURAL CO

2.1%

23' - 11"

C1 A913B

F1 F2 A652B

F1 A651B BE3

TYP

3' - 0" 4' - 1 7/8"

7 24

30' - 0"

VINE STREET

Architecture

KEYNOTES 1

STOREFRONT

HOSE BIBB. SEE PLUMBING DRAWINGS

BREEZEWAY ENTRANCE WITH STEEL ANGLE FRAMING MEMBERS AND DECORATIVE PERFORATED METAL INFILL.

VENT THROUGH ROOF. SEE PLUMBING DRAWINGS

E EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC E TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING

WINDOW WALL

FUTURE LOCATION FOR FUTURESOLAR PANELS INVERTERS AND METERING EQUIPMENT

ELEVATOR PENTHOUSE

EXTERIOR LIGHTING FIXTURE. SEE LIGHTING DWGS.

ROOF HATCH AND GUARDRAIL / GATE

PLANTER

SHEAR WALL (TYP.)

CONCRETE COLUMN

ROOF DRAIN & OVERFLOW DRAIN

FIBER CEMENT PANEL 19 10RAINSCREEN 3 14

1-HR RATED EXTERIOR WALL

UTILITY POLE

PREFINISHED PARAPET COPING

CLASS B COATED FOAM ROOFING

MECHANICAL ROOF MOUNTED UNIT AND PLATFORM

MECHANICAL SUPPLY

MECHANICAL EXHAUST

PRO-BEL HORIZONTAL CABLE LIFELINE SYSTEM

SMALL CONDENSER UNITS WITH STEEL SUPPORTS

T.O. PARAPET B (332.33) (E)PYLON SIGN 10

(E)PYLON SIGN 11

TYP. 19

42' - 6"

STEEL GATE WITH PANIC HARDWARE 16' - 0"

F2 A990B

29' - 4"

B LEVEL 2 (B) (304.31) 16' - 0"

STEEL GATE WITH PANIC HARDWARE

F2 A990B

2' - 6"

16' - 0"

GRADE PLANE (B) (288.81)

1' - 0"

LEVEL 1(B) (288.31)

0' - 0"

LOWEST ADJ. GRADE (B) (287.33)

LOWEST ADJ. GRADEGRADE (B) (287.33) PLANE (B) (288.81) -1' - 0"

2' - 6"

0' - 6"

LEVEL 1(B) (288.31) 0' - 0"

LOWEST ADJ. GRADE (B) (287.33)

ROOF B (330.81) 24

42' - 6"

44' - 0"

ROOF B (330.81) 42' - 6"

T.O. PARAPET B (332.33)

1' - 6"

SOUTH ELEVATION

ALIGN ALIGN

13' - 2"

LOWEST ADJ. GRADE (B) (287.33) C1

16' - 0"

LEVEL 2 (B) (304.31) 16' - 0"

0' - 6"

A913B

C4 A784B

LEVEL 3 (B) (317.64) 29' - 4"

LEVEL 2 (B) (304.31) 16' - 0"

0' - 6"

LEVEL 1(B) (288.31)

LEVEL 1(B) (288.31) 0' - 0"

LOWEST ADJ. GRADE (B) (287.33) -1' - 0"

0' - 6"

LEVEL 1(B) (288.31) 0' - 0" B3SIDE) EAST ELEVATION BUILDING (COURTYARD LOWEST ADJ. GRADE (B) 1/8"(287.33) = 1'-0"

T.O. PARA 277 SOUTH LAKE STRE 44' - 0" BURBANK, CA 91502-21 TEL: (818) 508-6300 EXT ROOF B (3 C3 OH FAX: (818) 5087050 42' - 6" A655B

* FROM LAMC SECTION 12.21.1.B.3(a): EAST ELEVATION BUILDING (COURTYARD SIDE)

-1' - 0"

WHERE HEIGHT IS LIMITED TO THIRTY (30) FEET OR FORTY-FIVE (45) FEET, ROOF STRUCTURES FOR THE HOUSING OF ELEVATORS AND STAIRWAYS MAY EXCEED THE BUILDING HEIGHT LIMIT BY UP TO TEN (10) FEET IN HEIGHT.

EAST ELEVATION BUILDING (COURTYARD SIDE)

STRUCTURAL CONSUL

LEVEL 3 (B 29' - 4"

CIVIL CONSULTANT

LEVEL 2 (B 16' - 0"

700 SOUTH FLOWER ST LOS ANGELES, CA 9001 O 213.418.0201 F 213.266.5294 ARCHITECT

GRADE PLANE (B) (288.81)

GRADE PLANE (B) (288.81) LOWEST ADJ. GRADE (B) (287.33) -1' - 0" GRADE PLANE (B) (288.81)

1/8" = 1'-0"

LEVEL 2 (B) (304.31)

0' - 0"

SOUTH ELEVATION

29' - 4"

1' - 0"

0' - 0"

-1' - 0"

13' - 4"

13' - 2"

0' - 6"

LEVEL 1(B) (288.31)

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

C1 A913B 1' - 0"

TEMPERED GLASS

13' - 4"

ADJACENT BUILDING GRADE PLANE (B) (288.81)

C1 A913B

LEVEL 3 (B) (317.64)

C4 A784B

42' - 6"

29' - 4"

ROOF B (330.81) E2 24 42' - 6" A654B

C4 A784B

ROOF B (330.81)

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

TEMPERED GLASS

C2 A913B

16' - 0"

TEMPERED GLASS

16' - 0"

ADJACENT BUILDING 16' - 0"

ADJACENT BUILDING

LEVEL 2 (B) (304.31)

1' - 0"

TEMPERED GLASS

C4 A913B

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

F2 A654B

C2 A913B

29' - 4"

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

C2 A913B

LEVEL 3 (B) (317.64)

16' - 0"

TEMPERED GLASS

C4 A913B

1' - 0"

F2 A654B TEMPERED GLASS

13' - 4"

F3 A913B

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

13' - 2"

C4 A913B TEMPERED GLASS

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

TEMPERED GLASS

T.O. PARAPET B (332.33)

44' - 0"

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

MEP CONSULTANT

N.5

1' - 6"

T.O. PARAPET B (332.33)

44' - 0"

1' - 6"

T.O. PARAPET B (332.33)

C3 OH A655B

10' - 0" *

GRADE PL 0' - 6"

LEVEL 1(B 0' - 0"

LOWEST A -1' - 0" 1' - 0"

E2 A654B

1' - 6"

M C3 OH A655B

13' - 2"

13' - 4"

43' - 6 1/4" FROM GRADE PLANE TO TOPALIGN OF PARAPET (3 STORIES)

16' - 0"

F510 14 A612B

1' - 0"

20 19

E2 A654B

ALIGN

10' - 0" *

1' - 0 3/4"

TEMPERED GLASS

KAPLAN GEHRING MCC LIGHTING 270 CORAL CIRCLE, EL O 310.552.2191 EXT. 166 WWW.KGMLIGHTING.CO

N.5

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

1-B

1' - 6"

TEMPERED GLASS

F2 A654B

13' - 4" 13' - 2" ALIGN 43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

2-B

44' - 0"

N.5

16' - 0"

F3 A913B

13' - 2"

10' - 0" *

1-B

3-B

1' - 0 3/4"

LEVEL 2 (B) (304.31)

13' - 4"

2-B

10' - 0" *

1' - 0 3/4"

1/8" = 1'-0"

16' - 0"

F5 A612B 5-B E4 A784B

KEY PLAN

LEVEL 2 (B) (304.31)

16' - 0"

1-B

E4 A784B

29' - 4"

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

2-B 3-B F5 A612B

BUILDING:

LEVEL A 3 (B) (317.64)

1' - 0"

3-B 5-B

E4 A784B

F3 A913B

DATE 04/14/2017 100% DES SCALE: 06/05/2017 PERMIT S 1/8" = 1'-0" 09/01/2017 ISSUE FO CHECKED BY: GMP (AD 12/12/2017 ISSUE FO

LIGHTING CONSULTAN

1' - 6"

5-B

EAST ELEVATION

1/8" = 1'-0"

42' - 6"

NO.

-1' - 0"

44' - 0"

29' - 4"

EAST ELEVATION

10' - 0" *

T.O. PARAPET B (332.33) ROOF B (330.81)

0' - 6"

0' - 0"

2 3 6

LEVEL 3 (B) (317.64)

0' - 6"

-1' - 0"

1/8" = 1'-0"

42' - 6"

STEEL GATE WITH PANIC HARDWARE

LEVEL 1(B) (288.31)

1' - 0"

2' - 6"

GRADE PLANE (B) (288.81)

44' - 0"

(E)PYLON SIGN

LEVEL 3 (B) (317.64)

LOS ANGE

INDICATES ANGLED GRIDLINE

T.O. PARAPET B (332.33) ROOF B (330.81)

F2 A990B

AST ELEVATION

LEVEL 1 PLAN 827 VIN

TYPICAL GRIDLINE

44' - 0"

ROOF B (330.81)

10' - 0" *

TO BE SOLARBAN 70XL PENINGS IN FIELD.

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

MPLY WITH CBC. SEE CBC 716.2. SURED FROM WALL TO THE HINGED SIDE OF DOOR UNLESS NOTED

F3 A651B

Drawing Title

1' - 6"

19 F3 A612B

Fax 310 453 7020

NEW WALL PARTITIONS, SEE SHEET A030B FOR VARIOUS TYPES AND SIZES.

1' - 6"

F3 S IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR A656B

EXTERIOR LIGHT COLORED CEMENT PLASTER (TYP.) 10 TYP.

13' - 2"

TYP.

Santa Monica, CA 904

DOOR SYMBOL SEE SHEET A081B FOR DOOR SCHEDULE , TYPES, AND HARDWARE.

NEW CMU WALLS

13' - 4"

INDICATES PARTITION TYPE. SEE A030B FOR PARTITION TYPES.

NEW CONCRETE FLOOR/SLAB ON GRADE

10' - 0" *

B10 B100

Consulting

Tel 310 453 2800

16' - 0"

F3 A651B

1556 20th Street Suite

1' - 6"

Q F3 A612B

F3 A651B

Planning

NEW SHEAR WALLS

13' - 2"

"F.E.C." DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE F3 F3 MOUNTED AT 3'-4" A.F.F. TO THE CENTERLINE OF HANDLE.A612B A656B LLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER RITY OF15 WALL RATING. 11 HOWN IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, O PROVIDE ALIGNMENT. B FOR DOOR SCHEDULE, DOOR TYPES AND HARDWARE. SEE SHEET

13' - 4"

B FOR PARTITION TYPES & DETAILS. B-A008B FOR TITLE 24 NOTES DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION N.5 DETAIL AT

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

U A043B FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET G008B

OOR FILL SO THAT FLOOR N.5 FINISHES CAN ALIGN. SEE FLOOR PQ DOOR TRANSITION DETAILS. L NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS

AEngineering Interiors

SYMBOL B LEGEND

EASURED FROM FINISH TO FINISH UNLESS NOTED OTHERWISE. VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE PRIOR TO CONSTRUCTION. EET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT

Elevations

13' - 2"

13' - 4"

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

HLW Internation

16' - 0"

L CONSTRUCTION FNOTES

ARCHITECT

1' - 1"

29' - 10"

10' - 0" *

30' - 0"

43' - 6 1/4" FROM GRADE PLANE TO TOP OF PARAPET (3 STORIES)

CONSTRUCTION PLAN - BUILDING B

30' - 0"

F5 A604B

F3 A612B

700 SOUTH FLOW LOS ANGELES, C O 213.418.0201 F 213.266.5294 PL

30' - 0"

45' - 0" FROM LOWEST ADJACENT GRADE TO TOP OF PARAPET

12' - 2"

GRADE PLANE: 288.81 SEE G002B FOR CALCULATIONS

1-B

1' - 10"

EXTERIOR ENCLOSURE NOTE: SEE A660B AND A661 B FOR ENLARGED PLANS OF EXTERIOR WALL, EXTERIOR WALL DIMENSIONS AND RULES FOR MODULE DEFINITIONS

CIVIL CONSULTA

2' - 11"

4.8%

24 PL

TYP

WARING AVE.

TYP

2' - 1 1/2"

3.9%

F1 A656B

23' - 11"

1' - 1"

38' - 2 1/4"

7 12

* FROM LAMC 12.21.1.B.3(a): HLWSECTION International LLP

WHERE HEIGHT IS LIMITED TO THIRTY Architecture FORTY-FIVE (45) FEET, ROOF STRUCT Engineering ELEVATORS AND STAIRWAYS MAY EXC BUILDING HEIGHT LIMIT BY UP TO TEN * FROM LAM Interiors

D3 D3 A656B A656B

CC 1-B 1-B

E-PT-01 E-PT-01

T.O.T.O. PARAPET B (332.33) PARAPET B (332.33)

T.O.T.O. PARAPET B (332.33) PARAPET B (332.33) 44' - 0" 44' - 0"

1' - 6"

42' - 6" 42' - 6"

10"

1' - 6" 10"

ROOF B (330.81) ROOF B (330.81)

10"

E-CP-01 E-CP-01

44' - 0" 44' - 0"

E-GL-01 E-GL-01

1' - 6"

N.5 N.5

ROOF B (330.81) ROOF B (330.81) 42' - 6" 42' - 6"

10"

Enlarged Elevations FF

B4 B4 A912B A912B

13' - 2"

10' - 0"

10' - 0" 13' - 2"

12' - 4"

13' - 2"

10' - 0"

10' - 0" 13' - 2"

E-GL-01 E-GL-01 E-FC-01 E-FC-01

E1 E1 A912B A912B

F1 F1 A912B A912B E-CP-01 E-CP-01 2' - 4"

2' - 4"

E-CP-01 E-CP-01 I-CN-02 I-CN-02

10 10

LEVEL 3 (B)3 (317.64) LEVEL (B) (317.64)

29' - 4" 29' - 4"

1' - 0"

LEVEL 3 (B)3 (317.64) LEVEL (B) (317.64)

29' - 4" 29' - 4"

E-FC-01 E-FC-01 E-FC-01 E-FC-01

LEVEL 2 (B)2 (304.31) LEVEL (B) (304.31)

16' - 0" 16' - 0"

F1 F1 A656A656

16' - 0"

5' - 9"

5' - 9" 16' - 0"

9' - 3"

9' - 6"

15' - 0"

9' - 6"

Sim Sim C4 C4 A082B A082B

15' - 0"

16' - 0"

5' - 9"

5' - 9" 16' - 0"

9' - 3"

13 13

LEVEL 2 (B)2 (304.31) LEVEL (B) (304.31)

10 10

45' - 0"

I-CN-02 I-CN-02

Sim Sim F4 F4 A082B A082B

13' - 4"

16' - 8"

E-CP-01 E-CP-01

D3 D3 A913B A913B

E-CP-01 E-CP-01

E-FC-01 E-FC-01

16' - 8" 13' - 4"

12' - 4"

44' - 0"

13' - 4" 44' - 0"

13' - 4"

E-GL-01 E-GL-01

E-CP-01 E-CP-01

LOWEST ADJ.ADJ. GRADE (B) (287.33) LOWEST GRADE (B) (287.33)

3/8" =3/8" 1'-0" = 1'-0"

D3 D3 A656B A656B

B3B3

SECTION DETAIL SECTION DETAIL

2' - 3"2' - 3"

E3 E3 A911B A911B

1-B 1-B

1' - 1"1' - 1' 1"- 0"1' - 0" 1' - 11" 1' - 11"

3' - 0"3' - 0"

2' - 0"2' - 0"

AXONOMETRIC VIE AXONOMETRIC

KEYNOTES KEYNOTES

12' - 2" 12' - 2" 9' - 1"9' - 1"

0' - 0"0' - 0"

-1' - 0" -1' - 0"

D3D3 N.5 N.5

LEVEL 1(B)1(B) (288.31) LEVEL (288.31) LOWEST ADJ.ADJ. GRADE (B) (287.33) LOWEST GRADE (B) (287.33)

-1' - 0" -1' - 0"

ECTION DETAIL SECTION DETAIL

1' - 0"

6 1/2"

0' - 0"0' - 0"

1' - 0"

I-CN-02 I-CN-02

LEVEL 1(B)1(B) (288.31) LEVEL (288.31)

2' - 0"2' - 0"

COPING PARAPET COPING 1 PARAPET

ARREST CLIPCLIP LINELINE SYSTEM 2 FALLFALL ARREST SYSTEM

SEE SEE A202B FOR FOR PLANPLAN DIMENSIO LIGHT A202B DIME 3 LIGHT

GATEGATE WITHWITH PANIC HARDWARE STEEL PANIC HARDWA 4 STEEL

ENTRANCE WITHWITH ALUMIN BREEZEWAY ENTRANCE ALU 5 BREEZEWAY

FOAM ROOFING (ICC (ICC ESR ESR 253 COATED FOAM ROOFING 6 COATED

PERFORATED METAL PA DECORATIVE PERFORATED META 7 DECORATIVE

SIGNAGE 8 SIGNAGE

SHOWN DASHED - FOR- FO CL GUARDRAIL SHOWN DASHED 9 GUARDRAIL

IN SHEAR WALLWALL 10 10REVEAL REVEAL IN SHEAR

NLARGED PLAN AT LEVEL 3 3 ENLARGED PLAN AT LEVEL

11 11EXTERIOR CEMENT STUCCO CONTRO EXTERIOR CEMENT STUCCO CON D3 D3 A656B A656B

13 131/2" ALUMINUM PLATE PAINTED TO MA 1/2" ALUMINUM PLATE PAINTED TO FASTENERS FASTENERS

MATERIAL MATERIALLEGEN LEGE

BE3 BE3

- 0" MIN4'CLEAR

MIN CLEAR

5' - 0"

5' - 0" 4' - 0"

EDGE OF SLAB EDGE OF SLAB ABOVE ABOVE

E-CN-13 CONCRETE SHEAR WAL E-CN-13 CONCRETE SHEAR

1' - 1"

AT PLASTER AT PLASTER

1' - 71'1/2" - 7 1/2"

E-FC-01 FIBER CEMENT PANEL R E-FC-01 FIBER CEMENT PAN

B3 B3 A911B A911B

13 13

C1 C1 A911B A911B

12 12EXTERIOR CEMENT STUCCO EXPANSI EXTERIOR CEMENT STUCCO EXPA

Sim Sim F3 F3 A082B A082B 13 13

C3 C3 A911B A911B AT FIBER AT FIBER CEMENT CEMENT PANEL PANEL

10' - 7" 10' - 7"

1' - 1"

N.5 N.5

1-B 1-B

E-CP-01 EXTERIOR CEMENT STU E-CP-01 EXTERIOR CEMENT

E-GL-01/02 INSULATED GLASS WI E-GL-01/02 INSULATED GLAS

1' - 7"1' - 7"

12' - 2" 12' - 2"

NLARGED PLAN AT LEVEL 1 1 ENLARGED PLAN AT LEVEL

REFERENCE SHEET A095B FOR FOR MATERIALS REFERENCE SHEET A095B MATERIALS

F3 F3 A656B A656B

Ground Level Plan F

C.1

C.2

20' - 9"

D.1

13' - 5"

BUILDING LINE ABOVE

D2 A611A

EXISTING NON-COMPLIANT STAIR: 10" TREADS, 7.65" RISERS NON-COMPLIANT HANDRAILS SEE A781A AND ORIGINAL AS BUILDS SHEET # 14 FOR MORE INFORMATION

20' - 9"

E.1

13' - 2"

E.6

13' - 2"

F.1

13' - 2"

H.1

G.1

13' - 2"

EXISTING NON-COMPLIANT STAIR: 10" TREADS, 7.65" RISERS NON-COMPLIANT HANDRAILS. SEE ORIGINAL AS BUILDS SHEET # 14 FOR MORE INFORMATION

28' - 9"

8 STAIR 4 S4

AG1

G4.1 F2 A781A

A108

G4.1 OFFICE TENANT 1 A109

S2.1

RATED SHAFT ENCLOSURE

16' - 0"

A107.5 S2.1

S2.1

ELEV

S2.1

A106

16' - 0"

G6.1

RECESS SHEAR WALL 1" FROM FACE OF EXISTING WALL

G4.1

A109.6

A107.2

A107.1

A109.1

A109.2

A109.3

A109.4

BUILDING LINE ABOVE

16' - 0"

827 VINE

A109.7

ADA WC A105

ADA WC A106

125' - 3"

WARING AVE

22 4 B1 A802A

ALIGN

LOBBY A107

A107.3

BUILDING LINE ABOVE

F4 A611A

S2.1

A105

B6 A041A A602A

288.31

B4 A783A F4 A611A

A110

G6.1

MPOE A108

STAIR 2 S2

5' - 1 1/2"

8 22

AS2.2

ELECTRICAL A110

G4.1

F6 A602A

9 2 A614A

20 4

1 A092A

STORAGE A111

AS4.3

A111

16' - 6"

AE2

EXISTING NON-COMPLIANT STAIR: 7.2" RISERS. NON-COMPLIANT HANDRAILS SEE SHEET #15 OF ORIGINAL DRAWINGS FOR MORE INFORMATION

COURTYARD: SEE LANDSCAPE

B3 A602A

2 1/2" FROM PL TO FACE OF GRADE BEAM

20' - 0"

11 22

F1 A634A

A104.2

BUILDING LINE ABOVE

20 G6 3

F3 A602A

1 A614A 1' - 0 1/2"

6' - 0"

A103.3

F4 A926A

23 1

A103.4

F6 A611A

288.31 RATED SHAFT ENCLOSURE ABOVE

A101.1

F1 A640A

4' - 6 5/8"

20 1 2

3' - 0"

17' - 3"

17 RATED SHAFT ENCLOSURE ABOVE

B2 A602A

AE1 12

288.31

OFFICE TENANT 2 A104

A112

TENANT 4 A101

A101.2

18' - 3 7/16"

8' - 7 1/8"

4' - 5 7/8"

A113

G6 F6 A611A

LOBBY A103

288.31

A103.2

24' - 3"

WOMEN WC A112

MEN WC A113

23' - 6"

B1 A801A

F1 A642A

18 BUILDING LINE ABOVE

20' - 9"

20' - 0"

16' - 0"

20' - 0"

20' - 6"

197' - 3" A

D2 A611A

1/8" = 1'-0"

KEYNOTES

Ground level plan showcasing the new interventions to the existing ground level plan. The existing drive-aisle has been captured to create an event space while keeping the original visual transparency. The existing covered walk-way (plan left) has been infilled and captured as office space while also keeping the visual transparancy with a butt-joint glazing system.

1. ALL DIMENSIONS ARE MEASURED FROM FINISH TO FINISH UNLESS NOTED OTHERWISE. 2. ALL DIMENSIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION. 3. PROVIDE & ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT CABINET OCCURS. 4. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITH 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION. 5. SEE SHEETS A040A THRU A042A FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET G008A FOR GRAPHIC IMAGE. 6. AREA MAY REQUIRE FLOOR FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DETAILS AND DOOR TRANSITION DETAILS. 7. BRACE / REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED. 8. REFER TO SHEET G030A FOR PARTITION TYPES & DETAILS. 9. REFER TO SHEETS G006A-G008A FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL. 10. REFER TO PARTITION DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT DRYWALL PARTITIONS. 11. LOCATIONS WITH NEW "F.E.C." DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER CABINETS MOUNTED AT 3'-4" A.F.F. TO THE CENTERLINE OF HANDLE. 12. IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE TO MAINTAIN INTEGRITY OF WALL RATING. 13. VERIFY ALIGNMENTS SHOWN IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, FURR COLUMN OR WALL TO PROVIDE ALIGNMENT. 14. REFER TO SHEET A081A FOR DOOR SCHEDULE, DOOR TYPES AND HARDWARE. SEE SHEET A083A AND A084A FOR DOOR DETAILS. 15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR CEILING. DAMPERS TO COMPLY WITH CBC. SEE CBC 716.2. 16. ALL DOORS ARE 4" MEASURED FROM WALL TO THE HINGED SIDE OF DOOR UNLESS NOTED OTHERWISE. 17. VERIFY RATING OF ALL EXISTING WALLS. SEE A040A-A042A FOR LOACATIONS 18. SEE STAIR AND ELEVATOR DETAILS FOR LANDING HEIGHTS AT LEVEL 2 AND LOFT.

4/4/2018 9:59:03 AM

LEVEL 1 CONSTRUCTION PLAN - BUILDING A

GENERAL CONSTRUCTION NOTES 2

VINE STREET

(N) STOREFRONT. SIMILAR TO ORIGINAL WHERE OCCURS

(N) CAST-IN-PLACE CONCRETE; SEE STRUCTURAL DWGS.

(N) LIP OF STAGE MATCH (E) PROFILE OF ORIGINAL

(E) PUNCHED OPENINGS: RESTORE WINDOWS, DOORS WHERE OCCURS

(N) SHEAR WALL (TYP.); SEE STRUCTURAL DWGS.

STOREFRONT MULLIONS TO HAVE "E-PT-09" FINISH

(E) WINDOWS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS

(E) WINDOWS AT PUNCHED OPENINGS: RETAIN EXISTING FRAMES, REGLAZE WITH NEW GLASS

(N) BUTT JOINT GLAZED WINDOWS FROM (E) FLOOR TO UNDERSIDE OF LEVEL 2 STRUCTURE

(N) STEEL CANOPY

(N) TERRAZZO FLOOR

(N) EXTERIOR LIGHT COLORED CEMENT PLASTER (TYP.)

(N) BIFOLD DOOR IN (E) OPENING

(N) EXTERIOR DARK COLORED CEMENT PLASTER (TYP.)

(E) STAIR

(N) BRACED FRAME; SEE STRUCTURAL DWGS.

INFILL (E) DOOR / WINDOW OPENING

NEW FOLDING DOORS: 4 PANELS, 7'-0" TALL BY 3'-0" WIDE

(N) CONCRETE FLOOR; EXTENT OF FLOORING TO BE REVIEWED UPON DEMOLITION

(N) STRUCTURAL SHEATHING; SEE STRUCTURAL DRAWINGS

(N) 1-HR RATED TGP GLASS WALL WITH BACK-SET MULLIONS AND TRIPLE GLAZING

(N) GUARDRAIL AND SELF CLOSING GATE

(E) TERRAZZO TO REMAIN

(N) MECHANICAL ROOF MOUNTED UNIT AND PLATFORM

(N) SHIPS LADDER AND (N) RAILING PER CAL OSHA

(N) 6" CONCRETE ALL AROUND (E) COLUMN; SEE STRUCTURAL DWGS.

(E) CHILLER

(E) SHIPS LADDER

(N) ELEVATOR PENTHOUSE

(E) EXISTING FOUNDATION; SEE STRUCTURAL DWGS

(N) ROOF HATCH

(N) CLASS B COATED FOAM ROOFING

(N) STEEL CANOPY

(N) MECHANICAL SUPPLY

(N) CONCRETE FLATWORK

(N) MECHANICAL EXHAUST

(E) PLANTER, SEE LANDSCAPE AND IRRIGATION DRAWINGS FOR PLANT TYPES

(N) ROOF DRAIN AND OVERFLOW

(N) PLANTER, SEE LANDSCAPE AND IRRIGATION DRAWINGS FOR PLANT TYPES

(N) GUTTER AND DOWNSPOUT TO DRAIN TO EPIC GREEN SYSTEM PLANTER

PAINTED (E) CONCRETE COLUMN

INFILL (E) OPENING WITH (N) STOREFRONT

(N) SIGNAGE

(E) FLAGPOLE AND (N) RAILING PER CAL OSHA

SYMBOL LEGEND B10

INDICATES PARTITION TYPE. SEE G030 FOR PARTITION TYPES.

B100

DOOR SYMBOL SEE SHEET A081 FOR DOOR SCHEDULE , TYPES, AND HARDWARE EXISTING WALLS TO REMAIN, PROTECT IN PLACE.

NEW WALL PARTITIONS, SEE SHEET A030 FOR VARIOUS TYPES AN NEW SHEAR WALLS NEW BUILDING FINISH EXISTING BUILDING FINISH

Elevations F

E A

D F

D 31

F3 A632A

C.1 5

C.2

D.1 13' - 2"

F3 A631A 13' - 2"

E.1

13' - 2"

E.6

F.1

13' - 2"

G.1

H.1

3 28' - 9"

A C

D2 A611A

F5 A640A

L F4 A642A

HIGH PT (A) (318.32) 30' - 0"

13' - 5"

30' - 0"

W4 38

F3 A638A

3' - 8 1/2" 3' - 9" 3' - 8 1/2" 3' - 10"

12' - 0"

3' - 7" 4' - 1 1/2"

ROOF (A) (315.31) 27' - 0"

LEVEL 2 (A) (303.31) 2

TEMPERED GLASS

TEMPERED GLASS 9 18

1' - 6"

TEMPERED GLASS TEMPERED GLASS

TEMPERED GLASS

0' - 0"

GRADE PLANE (A) (286.90) -1' - 5" 20

1/8" = 1'-0"

A611A

1 2 3 W1 5

LEVEL 1(A) (288.31) 0' - 0"

15' - 0" 16

-3' - 7 1/2"

817 VINE S LOS ANGELES

LEVEL 2 (A)F4(303.31)

LOWEST ADJ. GRADE (A) (284.70)

NO.

DATE 01/13/2017 04/14/2017 06/05/2017 09/01/2017

7 8 11 12

09/25/2017 11/17/2017 02/20/2018 04/04/20018 10

ISSU SCHEMATIC DESIG 100% DESIGN DEV PERMIT SET ISSUE FOR PLAN C PRICING ISSUE FOR GMP ISSUE FOR PLAN C ISSUE FOR OHR A BULLETIN 02/IFC

NORTH ELEVATION 2 BUILDING A

1/8" = 1'-0"

F3 A639A

1/8" = 1'-0"

TEMPERED GLASS GRADE PLANE (A) (286.90) -1' - 5" 2

LOWEST ADJ. GRADE (A) (284.70)

F6 BUILDING WEST EAST ELEVATION A ELEVATION @ COURTYARD

TEMPERED GLASS

19 LEVEL 1(A) (288.31)

12 6

15' - 0"

12' - 4" VIF

3' - 7 1/2"

24' - 6 1/2"

15' - 0"

15' - 5 1/2"

3' - 7 1/2"

10' - 0"

8' - 6"

2' - 3"

27' - 0"

29' - 3" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

4' - 1"

ROOF (A) (315.31)

HIGH PT (A) (318.32)

31' - 5 1/2" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

D2 A611A

F3 A637A

KEY PLAN

1/8" = 1'-0"

TEMPERED GLASS 9

2 F4 A601A

H.1

SOUTH ELEVATION BUILDING A 7

EAST ELEVATION @ COURTYARD

2 12

TEMPERED GLASS

G.1 G

F3 A636A

TEMPERED GLASS 1

TEMPERED GLASS

9 F.1

E.6

E.1 4

F3 A635A

D.1

C.1

LEVEL 2 (A) (303.31) 18 15' - 0"

15' - 0"

3 29

F3 A633A

F6 A611A

KEY PLAN

30' - 0"

ONT GLAZING TO BE SOLARBAN 70XL L EXISTING OPENINGS IN FIELD.

1/8" = 1'-0"

F4 A601A

GENERAL CONSTRUCTION NOTES D4 SOUTH ELEVATION BUILDING A

E.6

E.1

D.1

(N) STOREFRONT. SIMILAR TO ORIGINAL WHERE OCCURS

(E) PUNCHED OPENINGS: INSTALL (N) WINDOW TO MATCH (E).

(E) WINDOWS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS

(N) BUTT-JOINT GLAZED WINDOWS FROM (E) FLOOR TO UNDERSIDE OF LEVEL 2 STRUCTURE

(E) ALUMINUM WINDOW FRAME WITH (N) GLAZING. (E) FRAME TO BE EVALUATED BY RESTORATION CONTRACTOR TO DETERMINE IF ITCAN BE RETAINED.

(N) BIFOLD DOOR IN (E) OPENING

C.1FRAMING C (N) PLASTERC.2 FINISH ON COLD FORMED METAL

9 29 10 11

24 25 26

27 13 (N) PAINTED SHEAR WALL BEHIND EXISTING WINDOWS: RETAIN (E) WINDOW FRAMES, REGLAZE WITH (N) 28 31 LAMINATED GLASS 14 15 29 38 OVERFLOW DRAIN; SEE PLUMBING DRAWINGS 30 DOWNSPOUT FROM ROOF DISCHARGE TO EPIC GREEN SYSTEM; SEE PLUMBING AND CIVIL DRAWINGS. 31 PLANTING DEPTH FOR EPIC GREEN SYSTEM, NOT INCLUDING STORAGE LAYER; SEE CIVIL DRAWINGS FOR LOCATION, SIZE AND DIMENSION OF EPIC GREEN SYSTEM PLANTERS. 32

WARING AVE.

GRADE PLANE (A) (286.90) -1' - 5"

26 27

COLUMN REINFORCEMENT, SEE STRUCTURAL DRAWINGS 27' - SEE 0" PLUMBING AND CIVIL DRAWINGS. 10 DOWNSPOUT FROM ROOF DISCHARGE TO EPIC GREEN SYSTEM;

ROOF (A) (315.31)

0' - 0"

GRADE PLANE (A) (286.90) -1' - 5"

EXISTING CONSTRUCTION PATCH (E) OPENINGS. MAINTAIN RATING AS REQUIRED

(E) CONCRETE WALL AT (E) STAIR

(N) PARAPET WALL EXTENSION ON EXISTING PARAPET, PAINT TO MATCH BELOW

(N) ROOF COPING

(N) CONSULTANT MECHANICAL EQUIPMENT, SEE MECH. DRAWINGS 31CIVIL 32

COLUMN REINFORCEMENT, SEE STRUCTURAL DRAWINGS

(N) ELEVATOR PENTHOUSE

STAIR / RAMPOPENINGS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS 12 (N)AT (E) WINDOWS PUNCHED

OUTLINE OF EXISTING BUILDING AREA REMOVED

(N) ROOF HATCH

13 EXISTING (E) FLAGPOLE AND (N)CHILLER RAILING PER CAL OSHA

(E) CONCRETE CANOPY WITH NEW PREFINISHED METAL DRIP CAP

(N) STEEL CANOPY SIMILAR TO ORIGINAL, EXTEND EXISTING WING WALLS UP ONE BLOCK MODULE

(E) DRAINS

(N) ROOF HATCH 15 LADDER (N) SHIPS AND (N) RAILING PER CAL OSHA

(E) PLANTER

(N) CONCRETE LOW WALL

DRAINS TO HAVE "E-PT-09" FINISH 17 (E) MULLIONS STOREFRONT

(N) PAINT ON (E) CONCRETE COLUMN

(N) CONCRETE LOW WALL

(N) PAINT ON (E) CONCRETE COLUMN

Drawing Title

W[XXX]

1/8" = 1'-0"

(E) WINDOWS AT PUNCHED OPENINGS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS 35 BUILDING: 700 SOUTH FLOWER STREET, SUITE 2100 LOS(E)ANGELES, CA 90017 FLAGPOLE AND (N) RAILING PER CAL OSHA 36 O 213.418.0201 37F 213.266.5294

FLUTED GLASS (TEMPERED)

STOREFRONT MULLIONS TO HAVE "E-PT-09" FINISH

0' - 0"

GRADE PLANE (A) (286.90)

-1' - 5"

HLW International LLP Architecture Engineering Interiors

ELEVATION LEGEND

(N) STOREFRONT. SIMILAR TO ORIGINAL WHERE OCCURS

(E) PUNCHED OPENINGS: INSTALL (N) WINDOW TO MATCH (E).

(E) WINDOWS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS

(N) BUTT-JOINT GLAZED WINDOWS FROM (E) FLOOR TO UNDERSIDE OF LEVEL 2 STRUCTURE

(E) ALUMINUM WINDOW FRAME WITH (N) GLAZING. (E) FRAME TO BE EVALUATED BY RESTORATION CONTRACTOR TO DETERMINE IF ITCAN BE RETAINED.

6 7 8

(N) 1-HR RATED TGP GLASS WALL WITH BACK-SET MULLIONS AND TRIPLE GLAZING

22 23

PATCH (E) OPENINGS. MAINTAIN RATING AS REQUIRED

(N) HEADER IN (E) OPENING

(N) ROOF HATCH

(N) BIFOLD DOOR IN (E) OPENING

(E) WING WALL; ADD ADDITIONAL CAST-IN-PLACE MODULE; SEE STRUCTURAL DRAWINGS

(N) PLASTER FINISH ON COLD FORMED METAL FRAMING

(N) CONCRETE / SHOTCRETE WALL WITH PLASTER FINISH

(N) PAINTED SHEAR WALL BEHIND EXISTING WINDOWS: RETAIN (E) WINDOW FRAMES, REGLAZE WITH (N) LAMINATED GLASS

(E) CONCRETE WALL AT (E) STAIR

(N) PARAPET WALL EXTENSION ON EXISTING PARAPET, PAINT TO MATCH BELOW

(N) ROOF COPING

(N) MECHANICAL EQUIPMENT, SEE MECH. DRAWINGS

Consulting 1556 20th Street Suite B Santa Monica, CA 90404

NEW CONSTRUCTION

Fax 310 453 7020

Tel 310 453 2800

Signature EXISTING CONSTRUCTION

OVERFLOW DRAIN; SEE PLUMBING DRAWINGS

DOWNSPOUT FROM ROOF DISCHARGE TO EPIC GREEN SYSTEM; SEE PLUMBING AND CIVIL DRAWINGS.

PLANTING DEPTH FOR EPIC GREEN SYSTEM, NOT INCLUDING STORAGE LAYER; SEE CIVIL DRAWINGS FOR LOCATION, SIZE AND DIMENSION OF EPIC GREEN SYSTEM PLANTERS.

COLUMN REINFORCEMENT, SEE STRUCTURAL DRAWINGS

(N) STAIR / RAMP

OUTLINE OF EXISTING BUILDING AREA REMOVED

EXISTING CHILLER

(E) CONCRETE CANOPY WITH NEW PREFINISHED METAL DRIP CAP

(N) ELEVATOR PENTHOUSE

(E) WINDOWS AT PUNCHED OPENINGS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS

(N) ROOF HATCH

(E) FLAGPOLE AND (N) RAILING PER CAL OSHA

(N) STEEL CANOPY SIMILAR TO ORIGINAL, EXTEND EXISTING WING WALLS UP ONE BLOCK MODULE

(E) DRAINS

(N) SHIPS LADDER AND (N) RAILING PER CAL OSHA

(E) PLANTER

FLUTED GLASS (TEMPERED)

(N) CONCRETE LOW WALL

STOREFRONT MULLIONS TO HAVE "E-PT-09" FINISH

(N) PAINT ON (E) CONCRETE COLUMN

Planning

AREAS OF UNKNOWN CONDITIONS TO BE VERIFIED AFTER DEMO PHASE

EXISTING CONSTRUCTION (CUT)

W[XXX]

Drawing Title

BUILDING A ELEVATIONS

WINDOW TYPE SEE WINDOW SCHEDULE SHEET A090A

1/8" = 1'-0"

BUILDING:

DATE:

SCALE:

CHECKED BY:

DLS

08/28/17

PROJECT NO.

16001

DRAWING NO.

A601A

SCALE:

CHECKED BY:

38ARCHITECT (N) SHIPS LADDER AND (N) RAILING PER CAL OSHA

LEVEL 1(A) (288.31)

Tel 310 453 2800

Fax 310 453 7020

(E) WING WALL; ADD ADDITIONAL CAST-IN-PLACE MODULE; SEE STRUCTURAL DRAWINGS WINDOW TYPE SEE WINDOW SCHEDULE SHEET A090A (N) CONCRETE / SHOTCRETE WALL WITH PLASTER FINISH

OUTLINE OF EXISTING BUILDING AREA REMOVED 11 PLANTING DEPTH FOR EPIC GREEN SYSTEM, NOT INCLUDING STORAGE LAYER; SEE CIVIL DRAWINGS FORCANOPY LOCATION, SIZE AND DIMENSION OF EPICDRIP GREEN (E) CONCRETE WITH NEW PREFINISHED METAL CAPSYSTEM PLANTERS.

15' - 0"

Consulting

W[XXX]

Planning

1556 20th Street Suite B

BUILDING A EL

(N) HEADER IN (E) OPENING EXISTING CONSTRUCTION (CUT) CONSULTANT (N) ROOF HATCH 25STRUCTURAL

(N) STEEL CANOPY SIMILAR TO ORIGINAL, EXTEND EXISTING WING WALLS UP ONE BLOCK MODULE 16 GLASS FLUTED (TEMPERED)

Architecture Engineering Interiors

ELEVATION

EXISTING CHILLER

LEVEL 2 (A) (303.31)

HLW International LLP

Santa Monica, CA 90404

(N) STAIR / RAMP

WARING AVE.

LEVEL 1(A) (288.31)

WEST ELEVATION BUILDING A

277 SOUTH LAKE STREET (N) 1-HR RATEDNEW TGP CONSTRUCTION GLASS WALL WITH BACK-SET MULLIONS AND TRIPLE GLAZING 21 BURBANK, CA 91502-2111 TEL: (818) 508-6300 EXT. 202 22 FAX: (818) 508- 7050

PLASTER FINISH ON FORMED METAL FRAMING 7 (N)WALL (N) PARAPET EXTENSION ON COLD EXISTING PARAPET, PAINT TO MATCH BELOW 29 B1 (N) PAINTED SHEAR WALL BEHIND EXISTING WINDOWS: RETAIN (E) WINDOW FRAMES, REGLAZE WITH (N) 8 COPING (N) A910A ROOF LAMINATED GLASS HIGH PT (A) (318.32) 30' - 0" (N) MECHANICAL EQUIPMENT, SEE MECH. DRAWINGS 9 OVERFLOW DRAIN; SEE PLUMBING DRAWINGS

KEYNOTES

ARCHITECT

VINE ST.

AREAS OF UNKNOWN CONDITIONS TO BE VERIFIED AFTER DEMO PHASE

DOOR IN (E) OPENING 6 (N) BIFOLD (E) CONCRETE WALL AT (E) STAIR

700 SOUTH FLOWER STREET, LOS ANGELES, CA 90017 O 213.418.0201 F 213.266.5294

15' - 0"

CIVIL CONSULTANT 30 23

LEVEL 2 (A) (303.31)

KAPLAN GEHRING MCCARROLL ARCHITECTURAL LIGHTING 270 CORAL CIRCLE, EL SEGUNDO, CALIFORNIA 90245 O 310.552.2191 EXT. 166 | D 310.606.8745 | WWW.KGMLIGHTING.COM NORTH ELEVATION 1/8" = 1'-0" MEP CONSULTANT

(E) WING WALL; ADD ADDITIONAL CAST-IN-PLACE MODULE; SEE STRUCTURAL DRAWINGS 5 (E) ALUMINUM WINDOW FRAME WITH (N) GLAZING. (E) FRAME TO BE EVALUATED BY RESTORATION A CONTRACTOR TO WALL DETERMINE IF ITCAN BE RETAINED. (N) CONCRETE / SHOTCRETE WITH PLASTER FINISH

(E) PLANTER

ELEVATION LEGEND

KEYNOTES

STRUCTURAL CONSULTANT

F6 A611A

-3' - 7 1/2"

0' - 0"

1 (N) STOREFRONT. SIMILAR TO ORIGINAL WHERE OCCURS PATCH (E) OPENINGS. MAINTAIN RATING AS REQUIRED 2 (E) PUNCHED OPENINGS: INSTALL (N) WINDOW TO MATCH (E). (N) HEADER IN (E) OPENING 3 (E) WINDOWS: RETAIN EXISTING WINDOW FRAMES, REGLAZE WITH NEW GLASS (N) ROOF HATCH 4 (N) BUTT-JOINT GLAZED WINDOWS FROM (E) FLOOR TO UNDERSIDE OF LEVEL 2 STRUCTURE

(N) ELEVATOR PENTHOUSE

277 SOUTH LAKE STREET BURBANK, CA 91502-2111 TEL: (818) 508-6300 EXT. 202 FAX: (818) 508- 7050

LEVEL 1(A) (288.31)

(N) 1-HR RATED TGP GLASS WALL WITH BACK-SET MULLIONS AND TRIPLE GLAZING

KAPLAN GEHRING MCCARROL LIGHTING 270 CORAL CIRCLE, EL SEGUN O 310.552.2191 EXT. 166 | D 310 WWW.KGMLIGHTING.COM 4 TEMPERED GLASS MEP CONSULTANT

LOWEST ADJ. GRADE (A) (284.70)

-3' - 7 1/2"

1/8" = 1'-0"

27' - 0"

LIGHTING CONSULTANT

LOWEST ADJ. GRADE (A) (284.70)

30' - 0"

ROOF (A) (315.31)

D F

15' - 0"

-3' - 7 1/2"

8 D2 A611A

LEVEL 2 (A) (303.31)

LOWEST ADJ. GRADE (A) (284.70)

KEYNOTES

1/8" = 1'-0" 1. ALL DIMENSIONS ARE MEASURED FROM FINISH TO FINISH UNLESS NOTED OTHERWISE. 2. ALL DIMENSIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION. 3. PROVIDE & ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT CABINET OCCURS. 4. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITH 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION. H FOR TACTILE EXIT SIGNAGE LOCATIONS G.1 G AND SHEET G008B F.1 5.H.1 SEE SHEETS A041B THRU A043B FOR GRAPHIC IMAGE. 6. AREA MAY REQUIRE FLOOR FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DETAILS AND DOOR TRANSITION DETAILS. 7. BRACE / REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS REQUIRED. 8. REFER TO SHEET G030B FOR PARTITION TYPES & DETAILS. 38 PATH OF TRAVEL. 9. REFER TO SHEETS A006B-A008B FOR TITLE 24 NOTES AND DISABLED 10. REFER TO PARTITION DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT DRYWALL PARTITIONS. 11. LOCATIONS WITH NEW "F.E.C." DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE EXTINGUISHER CABINETS MOUNTED AT 3'-4" A.F.F. TO THE CENTERLINE OF HANDLE. 12 ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE 12. IF OUTLETS TO MAINTAIN INTEGRITY OF WALL RATING. 13. VERIFY ALIGNMENTS SHOWN IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, FURR COLUMN OR WALL TO PROVIDE ALIGNMENT. 38 TO SHEET A081B 23FOR DOOR SCHEDULE, 29 23 TYPES AND HARDWARE. SEE SHEET 14. REFER DOOR A081B FOR DOOR DETAILS. 15. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR CEILING. DAMPERS TO COMPLY WITH CBC. SEE CBC 716.2. 16. ALL DOORS ARE 4" MEASURED FROM WALL TO THE HINGED SIDE OF DOOR UNLESS NOTED OTHERWISE. 17. STOREFRONT GLAZING TO BE SOLARBAN 70XL 18. VERIFY ALL EXISTING OPENINGS IN FIELD.

15' - 0"

12' - 0"

WEST ELEVATION BUILDING A

TEMPERED GLASS

HIGH PT (A) (318.32)

3' - 7 1/2"

-3' - 7 1/2"

31' - 3 1/2" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

35 15' - 0"

-1' - 5"

29' - 3" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

18' - 0"

4/4/2018 10:00:24 AM

LOWEST ADJ. GRADE (A) (284.70)

33' - 7 1/2" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

SHEET G030B FOR PARTITION TYPES & DETAILS. SHEETS A006B-A008B FOR TITLE 24 NOTES AND DISABLED PATH OF TRAVEL. PARTITION DETAIL SHEET FOR TYPICAL CORNER & JOINT CONDITION DETAIL AT RTITIONS. S WITH NEW "F.E.C." DESIGNATION ARE TO RECEIVE SEMI RECESSED FIRE R CABINETS MOUNTED AT 3'-4" A.F.F. TO THE CENTERLINE OF HANDLE. S ARE INSTALLED DIRECTLY INTO CORE WALLS, SEAL/INSULATE AS REQ'D PER CODE NTEGRITY OF WALL RATING. IGNMENTS SHOWN IN DRAWINGS IN FIELD. IF ALIGNMENT IS NOT ACHIEVABLE, FURR WALL TO PROVIDE ALIGNMENT. SHEET A081B FOR DOOR SCHEDULE, DOOR TYPES AND HARDWARE. SEE SHEET OOR DETAILS. IRE DAMPERS IN ALL DUCTS PENETRATING EXISTING CORRIDOR WALLS & OR PERS TO COMPLY WITH CBC. SEE CBC 716.2. S ARE 4" MEASURED FROM WALL TO THE HINGED SIDE OF DOOR UNLESS NOTED

2' - 0"

SIONS ARE MEASURED FROM FINISH TO FINISH UNLESS NOTED OTHERWISE. SIONS TO BE VERIFIED IN FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION PRIOR TO CONSTRUCTION. ATTACH SHEET METAL BACKING PLATES TO WALL STUDS WHERE WALL MOUNT URS. ORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC EL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING ON. S A041B THRU A043B FOR TACTILE EXIT SIGNAGE LOCATIONS AND SHEET G008B IMAGE. REQUIRE FLOOR FILL SO THAT FLOOR FINISHES CAN ALIGN. SEE FLOOR TRANSITION DOOR TRANSITION DETAILS. INFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE NEW MILLWORK AS

GRADE PLANE (A) (286.90)

12' - 0"

0' - 0"

15' - 0"

ERAL CONSTRUCTION NOTES

LEVEL 1(A) (288.31)

31' - 5" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

2' - 11"

3' - 7 1/2"

27' - 0"

1' - 0"

11' - 2 1/2"

14' - 9 1/2"

-1' - 5"

-3' - 7 1/2"

HIGH PT (A) (318.32)

18' - 0"

30' - 7 1/2"

0' - 0"

LILLIAN WAY

LIGHTING CONSULTANT

ROOF (A) (315.31)

11' - 1 1/2" VIF

33' - 7 1/2" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

0' - 0"

B1 A910A

2' - 0"

VINE ST

15' - 0"

LEVEL 1(A)NO. (288.31)DATE

12' - 0"

F4 A611A

3 26

LEVEL 2 (A) (303.31)

LOWEST ADJ. GRADE (A)4(284.70)

LEVEL 1(A) (288.31) 817 VINE STREET GRADE PLANE (A) (286.90) LOS ANGELES, CA 90038

13 12

ISSUE OR12REVISION 1 01/13/2017 SCHEMATIC DESIGN PROGRESS GRADE PLANE (A) (286.90) 100% DESIGN DEVELOPMENT 2 04/14/2017 -1' - 5" 9 3 06/05/2017 PERMIT SET LEVEL 1(A) (288.31) 09/01/2017 ISSUE FOR PLAN CHECK VERIFICATION / ISSUE FOR 0' - 0" LOWEST 5ADJ. GRADE (A) (284.70) -3' - 7 1/2" PRICING GRADE PLANE (A) (286.90) -1' - 5" 7 09/25/2017 ISSUE FOR GMP B3 NORTH ELEVATION BUILDING A 1/8" =CHECK 1'-0" VERIFICATION 8 11/17/2017 ISSUE FOR PLAN LOWEST ADJ. GRADE (A) (284.70) -3' - 7 1/2" 11 02/20/2018 ISSUE FOR OHR APPROVAL B A 12 04/04/20018 BULLETIN 02/IFC

D2 A611A

W1 LEVEL 2 (A) (303.31)

2' - 0"

35 15' - 0"

T ELEVATION BUILDING A

12' - 0"

27' - 0"

C.2

ROOF (A) (315.31) 35

F3 A634A

31' - 3 1/2" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

27' - 0"

29' - 3" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

12' - 0"

30' - 0"

HIGH PT (A) (318.32) 27' - 0"

HIGH PT (A) (318.32)

15' - 0"

30' - 0"

3' - 7 1/2"

GRADE (A) (284.70)

1/8" = 1'-0"

HIGH PT (A) (318.32)

ROOF (A) (315.31)

F4 A642A

30' - 0"

F4 A644A

W5 L

31 W5

33' - 7 1/2" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

-1' - 5"

TEMPERED GLASSLOWEST ADJ. -3' - 7 1/2" 2 2

1' - 0"

F5 A640A

W4 K

29' - 3" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

31' - 5 5/16" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

3 W4

3' - 7 1/2"

TEMPERED GLASS

8 W4

2' - 1"

GRADE PLANE (A) (286.90)

2' - 11" 12' - 4"

2' - 0"

0' - 0"

LEVEL 1(A) (288.31)

12' - 4"

7' - 8 3/4"

ROOF (A) (315.31)

2' - 6 1/4"

31' - 5 1/2" FROM LOWEST ADJ. GRADE TO TOP OF PARAPET

TEMPERED GLASS W5

W3 11' - 2 1/2"

W44

SOUTH ELEVATION BUILDING A BEHIND COLUMNS

F6 A611A

20' - 0"

12' - 0"

20' - 0"

15' - 0"

5 W2

D2 A611A

29' - 3" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

F3 A631A

3 4

20' - 0"

12' - 4" VIF

3 4

3' - 7 1/2"

5 4

31 F3 A632A

LILLIAN WAY

F3 A633A

16' - 0"

2' - 3"

G.1 G

1' - 6"

12' - 9"

30' - 7 1/2"

H.1 7' - 3"

D2 A611A

11' - 1 1/2" VIF

J 20' - 0"

14' - 9 1/2"

7 B

20' - 6"

33' - 7 1/2" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

F4 A611A

31' - 5" FROM GRADE PLANE TO TOP OF PARAPET (2 STORIES)

2017 HLW International LLP

DLS

DASHED LINE DASHED LINE DASHED DASHED LINELINE REPRESENTS EXTENT REPRESENTS REPRESENTS REPRESENTS EXTENT EXTENT EXTENT AND LOCATION OF AND LOCATION ANDAND LOCATION OF LOCATION OF OF STRUCTRAL PORTION STRUCTRAL OF STRUCTRAL PORTION STRUCTRAL OF PORTION PORTION OF OF UPTURNED BEAM UPTURNEDUPTURNED BEAM UPTURNED BEAM BEAM

F4 A912B

CONCRETE SLAB - CONCRETE SEE CONCRETE SLAB CONCRETE - SEESLAB SLAB - SEE - SEE STRUCTURAL DRAWINGS STRUCTURAL STRUCTURAL STRUCTURAL DRAWINGSDRAWINGS DRAWINGS

F4 A912B

1/2" 1/2" 1" 1/2"1/2"1/2" 1" 1"

F4 F4 A912B A912B

CONCRETE SLAB - CONCRETE SEE CONCRETE SLAB CONCRETE - SEESLAB SLAB - SEE - SEE STRUCTURAL DRAWINGS STRUCTURAL STRUCTURAL STRUCTURAL DRAWINGSDRAWINGS DRAWINGS

2" 2"

Z METAL

Z METAL Z METAL Z METAL

PERFORATED J MOLDING

PERFORATED PERFORATED PERFORATED J J J MOLDING MOLDING MOLDING

FLASHING

FLASHING FLASHING FLASHING

10" 10"

1/2"

10"

10" 10"

1/2" 1"

KEY PLAN

SEALANT & BACKER SEALANT ROD &SEALANT BACKER SEALANT &ROD BACKER & BACKER RODROD

SHADING DEVICE BY SHADING DEVICE SHADING SHADING BYDEVICE DEVICE BY BY OTHERS SHOWN DASHED OTHERS SHOWN OTHERS OTHERS DASHED SHOWN SHOWN DASHED DASHED

7/16"

WARING AVE.

Project Details

10"

10" 10"

1/2"

10"

2" 2" 10"

10"

2 1/4" X 4 1/2" EXTRUDED 2 1/4" XALUMINUM 4 1/2" 2 1/4" EXTRUDED 2 1/4" X 4 X1/2" 4 1/2" EXTRUDED ALUMINUM EXTRUDED ALUMINUM ALUMINUM STOREFRONT SYSTEM STOREFRONT AS SCHEDULED STOREFRONT STOREFRONT SYSTEM ASSYSTEM SCHEDULED SYSTEM AS SCHEDULED AS SCHEDULED 1"7/16" 7/16" 1" 1"

7/16"

1" INSULATED GLASS 1" INSULATED UNITS 1" INSULATED 1" GLASS INSULATED UNITS GLASS GLASS UNITS UNITS LINE OF COLUMN BEYOND LINE OF COLUMN LINELINE OFBEYOND OF COLUMN COLUMN BEYOND BEYOND

LIGHTING CONS L SHEAR WALL

SEE STRUCTURAL SEE DRAWINGS STRUCTURAL SEESEE STRUCTURAL STRUCTURAL DRAWINGSDRAWINGS DRAWINGS

E5 E5DETAIL E5SECTIONSECTION SECTION DETAIL SECTION DETAIL DETAIL

3" = 1'-0"

TURAL NGS AL DRAWINGS DRAWINGS

SHEAR WALL SHEAR SHEAR WALL WALL

3" = 1'-0" 3" =3"1'-0" = 1'-0"

B4 B4DETAIL B4SECTIONSECTION SECTION DETAIL SECTION DETAIL DETAIL

3" = 1'-0"

1-B

1-B 1-B

1' - 8"

1' - 8" 1' - 8"

KAPLAN GEHRIN K LIGHTING L 270 CORAL CIRC 2 O 310.552.2191 E O WWW.KGMLIGHW

3" = 1'-0" 3" =3"1'-0" = 1'-0"

RSIDE DE B OF OF SLAB SLAB 5/16" 1"

4 1/2"

1/2" 1"

3/4" 5/8"

3 5/8"

5/8"3/4" 1315/16" 3/4"

MEP CONSULTA M

5/16" 5/16"

5/16"

1" 1/2"

1/2" 3/4"

2" 2"

1" 1/2"1/2"

1" 1"

1 15/16" 35/8" 5/8" 3 5/8" 5/8"5/8"1 15/16" 1 15/16"

277 SOUTH LAK2 BURBANK, CA 9B TEL: (818) 508-6T FAX: (818) 508- F 7

4 1/2" 4 1/2"

1/2" 1"

FIBER CEMENT PANEL FIBER FIBER CEMENT CEMENT PANEL PANEL FIBER CEMENT PANEL ICC ESR 3910 ICCICC ESRESR 39103910 ICC ESR 3910

FIBER CEMENT FIBER FIBER PANEL CEMENT CEMENT PANEL PANEL FIBER CEMENT PANEL ICC ESR 3910 ICCICC ESRESR 39103910 ICC ESR 3910

1/2"1/2" 1" 1"

PAINTED METAL PAINTED PAINTED FLASHING METAL METAL FLASHING FLASHING PAINTED METAL FLASHING

SHIM

3/4" MIN

CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS PLASTER J-MOLD PLASTER J-MOLD PLASTER PLASTER J-MOLD J-MOLD

7/8" FURRING 7/8"CHANNEL 7/8" FURRING FURRING CHANNEL CHANNEL 7/8" FURRING CHANNEL

FLASHING PAINTEDFLASHING FLASHING PAINTED FLASHING PAINTED PAINTED SHIM

MIN? MIN?

MIN?

CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS PLASTER PLASTER J-MOLD J-MOLD PLASTER J-MOLD PLASTER J-MOLD

CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS PLASTER J-MOLD PLASTER J-MOLD PLASTER J-MOLD PLASTER J-MOLD

STRUCTURAL CS

PAINTED METAL FLASHING PAINTED PAINTED METAL METAL FLASHING FLASHING PAINTED METAL FLASHING

" THICK GYPSUM5/8" THICK 5/8" GYPSUM THICK GYPSUM 5/8" THICK GYPSUM ALLBOARD WALLBOARD WALLBOARD WALLBOARD

3/4" MIN 3/4" MIN

4 1/2"

1" 1"

SHIM SHIM

CIVIL CONSULTC

1-1/2" Z FURRING 1-1/2" Z FURRING 1-1/2" 1-1/2" Z FURRING Z FURRING

Architecture A

SEE WALL SECTION PER LEVEL

FIRE SAFING

3/8"

5/16"

6" METAL STUDS BEYOND 6" METAL 6" METAL STUDS STUDS BEYOND BEYOND 6" METAL STUDS BEYOND FIREFIRE SAFING SAFING FIRE SAFING 4"

1" 1/2"1/2" 1" 1"

1' - 1"

10"

3 1/2"

5/16" 5/16"

3" = 1'-0"

B1B1

SECTION DETAIL SECTIONSECTION DETAIL SECTION DETAIL DETAIL 1/2" 3" = 1'-0" 3" =3"1'-0" = 1'-0"

5/8"5/8"

5/16" 1/2"

BB 2' - 2"

1 15/16" 1 15/16"

A 10" 2"

3" = 1'-0"

PLAN DETAIL

3" = 1'-0"

BATT INSULATION

7 1/2"

1 3/16"

KAPLAN GEHRING MCCARROLL ARCHITECT LIGHTING KAPLAN GEHRING MC 270 CORAL CIRCLE, ELLIGHTING SEGUNDO, CALIFORN O 310.552.2191 EXT. 166 | DCORAL 310.606.8745 | E 270 CIRCLE, WWW.KGMLIGHTING.COM O 310.552.2191 EXT. 16 WWW.KGMLIGHTING.C MEP CONSULTANT MEP CONSULTANT 4"

4" 10"

FIXED BRACKET

1-B

5/16" FIBER CEMENT PANEL "TERGO+" FASTENER

1-B

SHIM 1/4" MIN. REQUIRED FOR AIRFLOW AIR AND VAPOR BARRIER 5/16" FIBER CEMENT PANEL FORMED METAL CLOSURE, PTD AIR AND VAPOR BARRIER TO MATCH MULLIONS FORMED METAL CLOSURE, PTD AIR AND VAPOR BARRIER TO MATCH MULLIONS 3/8" SEALANT TYP

STRUCTURAL CONSULTANT STRUCTURAL CONSU

2" 2"

10"

3/8" SEALANT TYP

1/4"

3/16"

3" = 1'-0"

PLAN DETAIL

3" = 1'-0"

EDGE OF 3/8" SEALANT TYP SEALANT, TYP 2' - 0"

MODULE

SHARP CORNERS ON SHEAR WALLS, TYP LINE OF PLASTER BELOW

PLAN DETAIL

3/8"

4" 3/8"

SHIM AS REQUIRED 6' -3/8" 0" SEALANT TYP

4" 1' - 11 13/16" FIBER CEMENT PANEL 1' - 11 13/16" FIBER CEMENT PANEL 2' - 0" MODULE

6' - 0"

SHARP CORNERS ON SHEAR WALLS, TYP

PLAN DETAIL

3" = 1'-0"

LINE OF PLASTER BELOW

3" = 1'-0"

700 SOUTH FLOWER STREET, SUITE 2100 LOS ANGELES, CA 90017 700 SOUTH FLOWER S O 213.418.0201 LOS ANGELES, CA 900 F 213.266.5294 O 213.418.0201 F 213.266.5294 ARCHITECT ARCHITECT

5/16"

CONC. SHEARWALL

1/2"

3" 1"

1/2"

2' - 0"

2' - 0" 3/16"

SHIM AS REQUIRED

3/8"

MODULE

4" 3/16"

CONC. SHEARWALL

EDGE OF SEALANT, TYP ALIGN

1/2"

2 1/4"

1' - 11 5/8"

2' - 0"

3/16"

1' - 11 5/8"

ALIGN

5/16"

3/16"

1/2"

2 1/4"

4 1/2"

1/2"

5/8"

1/2"

CIVIL CONSULTANT

5/8"

CIVIL CONSULTANT

9/16"

3/16"

277 SOUTH LAKE STREET BURBANK, CA 91502-2111 277 SOUTH LAKE STR TEL: (818) 508-6300 EXT. 202 BURBANK, CA 91502-2 FAX: (818) 508- 7050 TEL: (818) 508-6300 EX FAX: (818) 508- 7050

CONTINUOUS HANGER RAIL

"TERGO+" FASTENER

1' - 8"

7 1/2" 10"

1 3/8"

10"

SHARP CORNERS ON SHEAR WALLS, TYP

AIR AND VAPOR BARRIER BATT INSULATION 2"

MODULE

END MODULE

MODULE

LIGHTING CONSULTANT LIGHTING CONSULTAN

10"

CONTINUOUS HANGER RAILGWB FINISH N.I.C

GALV STL ANGLE FOR JAMB ATTACHMENTFIXED BRACKET

6" COLD -FORMED 5/8" SHEATHING 1/2" CONTINUOUS INSULATION METAL FRAMING BELOW 1/2"AIRFLOW CONTINUOUS INSULATION SHIM 1/4" MIN. REQUIRED FOR

SEE STRUCTURAL DRAWINGS

MODULE

5/8" SHEATHING

1' - 11 1/8"

1-B

GWB FINISH N.I.C

5/8" COLD FORMED METAL FRAMING GALV STL ANGLE FOR JAMB3ATTACHMENT

MODULE

1' - 8"

6" COLD -FORMED METAL FRAMING BELOW

EDGE OF FRAMING BELOW

END MODULE

SHARP CORNERS ON SHEAR WALLS, TYP

GLAZED ALUMINUM SYSTEM GWB 3 5/8" COLD FORMED METAL1/2" FRAMING

EDGE OF FRAMING BELOW

1-B

MODULE

SEE STRUCTURAL DRAWINGS

10"

1' - 8" COLUMN

SEE STRUCTURAL DRAWINGS

10"

1' - 8" COLUMN

MODULE

1' 10" - 8" COLUMN

SEE STRUCTURAL DRAWINGS 10"

1/2" GWB

1' - 0" 1' - 0"

1 3/16"

10"

GLAZED ALUMINUM SYSTEM

1' - 0"

PLAN DETAIL 1' - 8" COLUMN

VINE ST.

PLAN DETAIL

3/8"

3" = 1'-0"

PLAN DETAIL

3" = 1'-0"

3/8"

PLAN DETAIL

3' - 0" COLUMN

LILLIAN WAY

5/16" 5/16"

1 15/16"

10"

CHECKED BY: CH

1" 1"

1/2"5/16" 1/2"

1 15/16"

As indicate

WARING AVE.

1" 5/8"

5/8"

2' - 2"

PLAN DETAIL

2' - 0"

5/16"

1" 1"

3' - 0" COLUMN

1" 1" MIN MIN

MIN

1" 1 11/16" 1 11/16"

2' - 0"

3" = 1'-0" 3" =3"1'-0" = 1'-0"

1 11/16"

SCALE:

KEY BUILDING: PLAN

2'-11" TO NEXT MODULE

C1 C1 C1SECTION SECTION DETAIL AT COLUMN SECTION DETAIL SECTION AT DETAIL DETAIL COLUMN ATAT COLUMN COLUMN

1 11/16"

WARING AVE.

3" = 1'-0"

KEY PLAN

1' - 11 1/8"

3" = 1'-0" 3" =3"1'-0" = 1'-0"

MIN

3/16"

E1 E1DETAIL E1SECTIONSECTION SECTION DETAIL SECTION DETAIL DETAIL

3" = 1'-0"

1" 1"

06/05/2017 09/01/2017

METAL AT METAL METAL FLASHING AT AT METAL FLASHING AT FLASHING MIN FLASHING MINMIN JAMB BEYOND JAMB JAMB BEYOND BEYOND JAMB BEYOND 3 1" 1/2" 3 1/2" 1" 1" 3 1/2" DISCONTINUOUS DISCONTINUOUS DISCONTINUOUS DISCONTINUOUS SHIM; MAINTAIN SHIM; MAINTAIN SHIM; SHIM; MAINTAIN MAINTAIN MINIMUM 1/4" AIR MINIMUM 1/4" MINIMUM MINIMUM 1/4"1/4" AIRAIR AIR GAP GAPGAP GAP

WITH EXTERIOR FACE OF SHEAR WALL SCHEDULED PARTITION

3 6

MODULE

SCHEDULED PARTITION

1' - 11 1/8" FIBER CEMENT PANEL

1' - 8" COLUMN 1" 1"SEE STRUCTURAL DRAWINGS

1" MIN

NO. PERMIT SET DATE 3 FOR PLAN 06/05/2017 PERMIT ISSUE CHECK VERIFICAT GMP6 (ADDENDUM NO.1) ISSUE F 09/01/2017 6-B METAL FLASHING METAL FLASHING METAL METAL FLASHING FLASHING GMP (A 9 12/12/2017 6-B ISSUE FOR CONSTRUCTION PERFORATED J MOLDING PERFORATED PERFORATED J MOLDING PERFORATED J MOLDINGJ MOLDING 9 12/12/2017 ISSUE F

1' - 0"

COLUMNS AT GRIDLINES N AND M ALIGNED WITH EXTERIOR FACE OF SHEAR WALLAT GRIDLINES N AND M ALIGNED COLUMNS

1' - 11 1/8" FIBER CEMENT PANEL 1' - 0"

1' - 1"

1' - 8" COLUMN

SEE STRUCTURAL DRAWINGS

10"

1" 1"

Fax 310 453 7020 Fa

Z FURRING CHANNEL FURRING Z FURRING CHANNEL CHANNEL Z FURRINGZCHANNEL

2' - 0"

1/2"

827 VINE STREET 827 VIN LOS ANGELES, CA 90 LOS ANGE SECTION S NO. DATE ISSUE OR REVISI

Tel 310 453 2800 Te

1" 1"

2'-11" TO NEXT MODULE

METAL FLASHING AT METAL FLASHING METAL METAL FLASHING AT FLASHING AT AT JAMB BEYOND JAMB JAMB BEYOND BEYOND JAMB BEYOND

1556 20th Street Suit 15

1/2"

6-BTRIM J METAL JWITH METAL TRIM WITH WITH J METAL TRIM WITHJ METAL TRIM WEEP HOLES WEEP WEEP HOLES HOLES WEEP HOLES

2' - 4"

Consulting

Drawing Title

1' - 0"

Planning

Santa Monica, CA Sa 90

3" 3"

3/16"

KACK

2' - 4"

AIR AND VAPOR AIRAIR ANDAND VAPOR VAPOR BARRIER BARRIER BARRIER

MINMIN MIN DISCONTINUOUS DISCONTINUOUS DISCONTINUOUS DISCONTINUOUS SHIM; SHIM; MAINTAIN MAINTAIN SHIM; MAINTAIN SHIM; MAINTAIN MINIMUM AIR MINIMUM 1/4"1/4" AIRAIR MINIMUM 1/4" AIR MINIMUM 1/4" GAP GAPGAP GAP

MIN

10" 10"

10"

1' - 8" COLUMN

GLAZED ALUMINUMGLAZED ALUMINUM GLAZED ALUMINUM GLAZED ALUMINUM STOREFRONT SYSTEM STOREFRONT STOREFRONT SYSTEM SYSTEM STOREFRONT SYSTEM

1" 1' - 8" COLUMN 1" MINSEE STRUCTURAL DRAWINGS MIN 1' - 0"

FLASHING FLASHING FLASHING

AIR AND VAPOR BARRIER 6-B

FLASHING

6-B

SEALANT AND BACKER SEALANT AND SEALANT BACKER ANDAND BACKER SEALANT BACKER ROD ROD RODROD

END MODULE

Z CLIP Z CLIP

° 12 9.

END MODULE

Z CLIP

179.12°

CORNER BEAD AND J MOLDING Z FURRINGZCHANNEL FURRING Z FURRING CHANNEL CHANNEL Z FURRING CHANNEL

MIN

179.12° 2° .1 89

SEE STRUCTURAL DRAWINGS

6' - 0"

0° .0 90

Z CLIP

CORNER BEAD AND J MOLDING

6' - 0" 1' - 0" 1' - 0"

1' - 0" 1' - 8" COLUMN

1" 1" 1/2"1/2" 1" 1" 1" Z FURRING CHANNEL Z FURRINGZCHANNEL FURRING CHANNEL Z FURRING CHANNEL

EDGE OF SLAB BELOW

1' - 0" 1' - 0"

EDGE OF SLAB BELOW

ROLLER SHADE ROLLER SHADE ROLLER SHADE ROLLER SHADE ASSEMBLY BY OTHERS ASSEMBLYASSEMBLY BYASSEMBLY OTHERSBY OTHERS BY OTHERS

10"

EDGE OF SLAB BELOW

1' - 0"

EDGE OF SLAB BELOW

MIN

1' - 4" SHEAR WALL - 0" SEE1' STRUCTURAL DRAWINGS

1/2"1/2"

SEE STRUCTRURAL DRAWINGS

1" 1" 1/2"

1/2"

1' - 4" SHEAR WALL

1/2" 1' - 8" COLUMN

1/2"

3" 3"

SEE STRUCTURAL DRAWINGS

0° .0 90

1' - 8" COLUMN

10"3"10"

SEE STRUCTRURAL DRAWINGS

10"

SEE STRUCTRURAL DRAWINGS

10"

SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL

ARCHITECT

Engineering E Interiors In

NT ATH

SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL

SEE WALL SECTION PER LEVEL

3 5/8" METAL STUDS 3 5/8" 3 5/8" METAL METAL STUDS STUDS 3 5/8" METAL STUDS 4"

700 SOUTH FLO7 LOS ANGELES,L O 213.418.0201 O F 213.266.5294 F

HLW Internatio H

FIRE SAFING FIREFIRE SAFING SAFING

SEE WALL SECTION PER LEVEL

3' - 3 13/16" FIBER CEMENT PANEL 4"

3/16"

MODULE

START POINT OF ANGLED WALL AT EXTERIOR

THERMAL INSULATION THERMAL THERMAL INSULATION INSULATION THERMAL INSULATION AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED

MODULE 3' - 4" 3' - 3 13/16" FIBER CEMENT PANEL

FIRE SAFING

U 3' - 4"

NCRETE SLAB - CONCRETE SEE CONCRETE SLAB - SEESLAB - SEE CONCRETE SLAB - SEE G RUCTURAL DRAWINGS STRUCTURAL STRUCTURAL DRAWINGSDRAWINGS STRUCTURAL DRAWINGS

START POINT OF ANGLED SHARP CORNERS ON WALL AT SHEAR WALLS,EXTERIOR TYP

5/8" THICK EXTERIOR 5/8" THICK 5/8" EXTERIOR 5/8" THICK THICK EXTERIOR EXTERIOR SHEATHING SHEATHING SHEATHING SHEATHING

3' - 3"

SHARP CORNERS ON SHEAR WALLS, TYP 6" METAL SHARP STUDS CORNERS 6" METALON STUDS 6" SHEAR METAL STUDS 6" METAL STUDS WALLS, TYP

THERMAL INSULATION THERMAL INSULATION THERMAL THERMAL INSULATION INSULATION AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED 3/16"

S SHARP CORNERS ON SHEAR WALLS, TYP

SEE WALL SECTION PER LEVEL

3/8"

5/8" THICK EXTERIOR 5/8" THICK 5/8" EXTERIOR 5/8" THICK THICK EXTERIOR EXTERIOR SHEATHING SHEATHING SHEATHING SHEATHING

SEE WALL SECTION PER LEVEL

1/2" CONTINUOUS 1/2" CONTINUOUS 1/2"1/2" CONTINUOUS CONTINUOUS RIGID INSULATION RIGID INSULATION RIGID RIGID INSULATION INSULATION

5/16"

1/2"1/2" CONTINUOUS CONTINUOUS 1/2" CONTINUOUS 1/2" CONTINUOUS RIGID RIGID INSULATION INSULATION RIGID INSULATION RIGID INSULATION

THERMAL INSULATION THERMAL INSULATION THERMAL INSULATION THERMAL INSULATION AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED

ULATION NSULATION

SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL

WATERPROOFING WATERPROOFING WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE MEMBRANEMEMBRANE

SEE WALL SECTION PER LEVEL

WATERPROOFING WATERPROOFING WATERPROOFING WATERPROOFING MEMBRANEMEMBRANE MEMBRANE MEMBRANE

SEE WALL SECTION PER LEVEL

WATERPROOFING WATERPROOFING WATERPROOFING WATERPROOFING MEMBRANE MEMBRANEMEMBRANE MEMBRANE

SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL 3' - 3" SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL SEE WALL SECTION PER LEVEL 3' - 3" 3' - 3"

7/8" THICK CEMENT7/8" THICK 7/8" 7/8" THICK THICK CEMENT CEMENT CEMENT PLASTER OVER LATH PLASTER PLASTER OVER LATH LATH PLASTER OVER LATHOVER

5/8" THICK EXTERIOR 5/8" THICK 5/8" EXTERIOR 5/8" THICK THICK EXTERIOR EXTERIOR SHEATHING SHEATHING SHEATHING SHEATHING

TION N

CEMENT 7/8" THICK THICK CEMENT CEMENT 7/8" THICK CEMENT7/8" THICK 7/8" PLASTER OVER PLASTER PLASTER LATHOVER OVER LATH LATH PLASTER OVER LATH

SEE WALL SECTION PER LEVEL

7/8" THICK CEMENT7/8" THICK 7/8" CEMENT THICK CEMENT 7/8" THICK CEMENT PLASTER OVER LATH PLASTER OVER PLASTER LATHOVER LATH PLASTER OVER LATH

SEE WALL SECTION PER LEVEL

SHED LINE INDICATES DASHED GYPSUM LINE DASHED INDICATES LINELINE INDICATES GYPSUM GYPSUM DASHED INDICATES GYPSUM ALLBOARD BY OTHERS WALLBOARD WALLBOARD BY OTHERSBY OTHERS WALLBOARD BY OTHERS

SEE WALL SECTION PER LEVEL

1/2" THICK RIGID INSULATION 1/2" THICK 1/2" RIGID THICK INSULATION RIGID INSULATION 1/2" THICK RIGID INSULATION

2' - 0" MODULE 5/8"

PLAN DETAIL

1/2" 5/8"

5/8"

7/8" 6"

1/2"

5/8"

7/8"

U U

HLW International LLP HLW International LL Architecture

Engineering Interiors

Planning

3 5/8" COLD FORMED METAL FRAMING

6" COLD -FORMED METAL FRAMING

3 5/8" COLD FORMED METAL FRAMING EDGE OF SLAB BELOW

5/8" SHEATHING 5/8" SHEATHING 1/2" CONTINUOUS INSULATION BATT INSULATION

10"

Consulting

GWB FINISH N.I.C

Tel 310 453 2800

Santa Monica, CA 90404

EDGE OF SLAB BELOW

Fax 310 453 7020

1-B

1-B 1-B

1/2" CONTINUOUS INSULATION

AIR AND VAPOR BARRIER

AIR AND VAPOR BARRIER BATT INSULATION

EXTERIOR CEMENT STUCCO AIR AND VAPOR BARRIER

EXTERIOR CEMENT STUCCOAIR AND VAPOR BARRIER

5/8" SHEATHINGEXTERIOR CEMENT STUCCO 5/8"

1/2" CONTINUOUS INSULATION

5/8" SHEATHING

1/2" CONTINUOUS INSULATION CORNER BEAD 1" Z METAL

CORNER BEAD

1" Z METAL 6"

EXTERIOR CEMENT STUCCO

Planning

1556 20th Street Suite B

10"

1556 20th Street Suite B Santa Monica, CA 90404

10"

1-B

7/8" FURRING CHANNEL

5/8"

1-B

GWB FINISH N.I.C

10"

6" COLD -FORMED METAL FRAMING

SHARP CORNERS ON SHEAR WALLS, TYP

Consulting

7/8" FURRING CHANNEL 10"

10"

SHARP CORNERS ON SHEAR WALLS, TYP

Architecture

Engineering Interiors

Tel 310 453 2800 Fax 310 453 7020

Drawing Title1-B

Drawing Title

PLAN DETAILS PLAN DETA

IRST FLOOR , THERECORD SHOP AND CAFE SURROUND THE PACKAG AND STORAGE AREAS OFTHE MANUFACTURING PROCESS , ALLOWNG VISITORS TOVISUALLY INTERACT WITH THE PRODUCTS THAT NGTHE HEY ARE SHOPPING FOR .O NTHE OUTSIDE , THEPUBLIC ISABLE TO PLACE: HONORABLE MENTION WITNESS THE PRODUCTION OFVINYL RECORDS ,. O N THE SECOND LOOR OFTHE HUB , THEWORK SHARE AREAS ARE FARTHER REMOVED The MangoOF Vinyl Hub is a personal effort for an international design competition. The scope of work includes the adaptive re-use of an ROM THE NOISES AND MOVEMENTS THE PRODUCTION PROCESS existing manufacturing building into a vinyl WHILE STILL ALLOWING THEM TOOVERLOOK WHEN NECESSARY . manufacturing space with creative office above. The concept of the project is centered around the manufacturing process of vinyl records THROUGH THE IDEAS OFEXPERIENCE BASED DESIGN , THEGOAL ISTOas an experience and the reinterpretation of the iconic industrial chimney stack into a more modern typology that allowsVISITING for more human scale interaction. NHANCE THE EXPERIENCES OFTHOSE THEM ANGO VINYL HUB. ROOF LEVEL + 27™-0fl

Mango Vinyl Hub Competition SECOND LEVEL + 13™-6fl

FIRST LEVEL + 0™-0fl

Perspective

CROSS SECT

Floor Plans 1

RE-INTERPRETING THE CHIMNEY TYPOLOGY

SCALE: 1/16fl = 1

CLASSIC INDUSTRIAL CHIMNEY:

CONTEMPORARY SKYLIGHT CHIMNEY:

SYMBOL OF PRODUCTION AND POLUTION FORM AND SCALE ARE LOFTY AND INTIMIDATING REPRESENTATION OF A TIME PAST

SMALLER SCALE ALLOWS FOR CLOSER INTERACTION SYMBOL OF INTERACTION WITH PUBLIC ACTS AS SKYLIGHT TO SPACES BELOW

18 B

PRODUCTION SEQUENCE DIAGRAMS

TOP OF CHIMNEY + 53™-8fl

ELEVATOR FOR UPSTIARS EMPLOYEES

COMMON ENTRY FOR VISITORS AND EMPLOYEES Y TR ER ENOY F

BREAK ROOM AND LOCKER ROOM FOR EMPLOYEES 18. ROOFTOP PATIO 19. CHIMNEY SKYLIGHT PARK

INTERMEDIATE BUFFER ROOM

G AL

ROOF LEVEL PLAN SCALE: 1/16fl = 1™0fl

Y BB

E YE O Y PL BB EM LO

I UR

1. ENTRY FOYER

2. LOBBY

SUPPLY AND RETURN FOR EQUIPMENT FROM CENTRAL MECHANICAL ROOM

AREA FOR SORTING AND ORGANIZING PRESSED VINYL

NEW GLASS WALL ALLOWS FOR PUBLIC INTERACTION

ROOF LEVEL

CTA FARE NU A

3. COMMON ROOM

N O M M OM CO RO

+ 27™-0fl

IN AG A CK RE PA A

OPEN FLOOR FOR MANUFACTURING EQUIPMENT

11 16 N O M M OM CO RO

SECOND LEVEL

U CTA FARE NU A

11. LOBBY 13. CONFERENCE 15. ROOMS ASSEMBLY AREA 17. RESTROOM 12. OPEN WORK14. AREA FLEXIBLE WORK 16.AREA KITCHENETTE

+ 13™-6fl

SECOND LEVEL PLAN SCALE: 1/16fl = 1™0fl

EXPERIENCE BASED DESIGN

4. MANUFACTURING

TOP OF CHIMNEY DURING SHIPMENT TIMES AT

+ 0™-0fl

R TU ACEA UFAR

GLASS WALL ALLOWS FOR VISITORS TO VISUALLY INTERACT WITH PACKAGING OF RECORDS

4 2

OPEN FLOOR SPACE FOR HANDING AND PACKAGING RECORDS

BOXES STORED FOR LOADING AND DISTRIBUTION

ADJACENT VINYL RECORD SHOP

FIRST LEVEL

NIGHT, GALLERY IS CLOSED TO ALLOW FOR TRUCK LOADING

+ 53™-8fl G IN AD EA LO AR

TRIUM SPACE AROUND WHICH THE MANUFACTURING AND PACKAGING OFTHEVINYL RECORDS WOULD OCCUR . AT THECENTER OFTHE TRIUM SPACE IS THEMECHANICAL ROOM WHICH PROVIDES THE NECESSARY POWER AND RESOURCES FOR THE MACHINERY .O N THE IRST FLOOR , THERECORD SHOP AND CAFE SURROUND THE PACKAG AND STORAGE AREAS OFTHE MANUFACTURING PROCESS , ALLOWNG VISITORS TOVISUALLY INTERACT WITH THE PRODUCTS THAT NGTHE Elevation HEY ARE SHOPPING FOR .O NTHE OUTSIDE , THEPUBLIC ISABLE TO WITNESS THE PRODUCTION OFVINYL RECORDS ,. O N THE SECOND LOOR OFTHE HUB , THEWORK SHARE AREAS ARE FARTHER REMOVED ROM THE NOISES AND MOVEMENTS OFTHE PRODUCTION PROCESS OR RENDERING WHILE STILL ALLOWING THEM TOOVERLOOK WHEN NECESSARY . THROUGH THE IDEAS OFEXPERIENCE BASED DESIGN , THEGOAL ISTO NHANCE THE EXPERIENCES OFTHOSE VISITING THEM ANGO VINYL HUB.

5. SORTING AREA

G IN RT EA SO AR

THEMAJOR ARCHITECTURAL MOVE WAS TOCREATE ACENTRAL

8 C

5 7

7. STORAGE AREA

6. PACKAGING AREA

LONGITUDINAL S

D G IN AGA CK E PA AR

G IN RT EA SO AR

ROOF LEVEL + 27™-0fl

1. ENTRY FOYER 3. VINYL RECORD5.STORE RESTROOMS 7. MANUFACTURING AREA 9. PACKAGING AREA 2. GALLERY 4. RECORD CAFE6. LOBBY 8. ACCESSORY MACHINE 10. ROOM STORAGE AREA

FIRST LEVEL PLAN SCALE: 1/16fl = 1 SCALE: 1/16fl = 1™0fl

SECOND LEVEL + 13™-6fl

INTERIOR RENDERING FIRST LEVEL + 0™-0fl

CROSS SECT

SCALE: 1/16fl = 1

Sections TOP OF CHIMNEY + 53™-8fl

ROOF LEVEL + 27™-0fl

SECOND LEVEL + 13™-6fl

FIRST LEVEL + 0™-0fl

WESTERN ELEVA 9

SCALE: 1/16fl = 1™

Sectional Axon

Spacial Axons

1. Entry Foyer

2. Lobby

3. Common Room

4. Manufacturing

5. Sorting Area

6. Packaging Area

7. Storage Area

Owner: KBS Location: Downtown Los Angeles, CA Project Role: Project Designer

UBP Coral Tree Plaza

Originally designed by renowned landscape architect Garrett Eckbo, the Coral Tree plaza located adjacent to the main entry of the Union Bank Building in DTLA is part of a three-acre public park. Though originally occupied by pre-cast concrete planters housing large overgrown coral trees, it was apparent the trees had outgrown their enclosures and the plaza had become under-utilized. In its place, a new plaza is designed to provide a lush amenity area with bar-height seating, fire pits, and large gathering area for tenant use. 9

C4 L325_2A

L-AC-1

1' - 6"

L-AC-2

L-WS-1

L-WS-1 11

L-WS-1

L-AC-3

3' - 6"

TABLE 2 L-WD-2

1 3

2 BENCH 4

L-AC-2

L-AC-1

18 1' - 6"

BENCH 3

L-PAV-1

L-WD-2

4' - 0"

L-PAV-1

1' - 6"

SEE PLUMBING DRAWINGS FOR CONNECTION DETAIL

L-AC-2

L-WD-2

TABLE 1

L-PAV-1

3' - 6"

BENCH 3 OH

1' - 6" L-WD-2

4' - 0"

30' - 0"

L-WS-1

L-AC-1

8 2' - 6"

F4 L321_2A

1' - 6"

L-AC-3

2' - 6" L-WD-2

BENCH 2

1' - 6"

BENCH SEATING

C1 L326_2A

2' - 6"

L-WD-2

BENCH 1

L-WD-2

4' - 0"

L-AC-2

F6 L322_2A

4' - 0" 1

5' - 6"

L-AC-3

L-WD-2

BENCH 4 OH

L-PAV-1

F4 L322_2A

E1 L310_2A

L-AC-1 8"

BENCH 5

B3 L326_2A

F5 L325_2A

1' - 6"

L-WD-2

2' - 5 1/2"

L-PAV-1

F2 L322_2A

L-PAV-1 F3 L324_2A

Sim

F2 L322_2A

L-WS-1

19 5

L-AC-2

F5 L323_2A

L-WS-1

L-WD-2

1' - 6"

16 1

L-AC-3

3' - 2"

30' - 0"

4' - 0" 4' - 0"

L-PAV-1

L-AC-3

BENCH 1 OH

L-AC-3

L-WS-1

2 L-AC-1

L-PAV-1

F2 L321_2A

L-WD-2

2' - 6"

1' - 0"

1' - 6"

L-AC-2

16 D5 L325_2A

1' - 6"

L-AC-2

C4 L325_2A

2' - 6"

C4 L325_2A A4 L325_2A

2 L-AC-1 9

L-AC-1

6 EXISTING ONE-STORY BUILDING

L-PAV-1

L-AC-1

105

106

107

108

SITE KEY NOTES

FINISH.

SITE PLAN LEGEND

PLANTING MATERIAL - SEE PLANTING PLAN

NEW TABLE WITH WOOD CLADDING

NEW FLATWORK AND NEW PAVING TO REPLACE EXISTING. SAWCUT JOINT TO MATCH EXISTING PATTERN. TRANSITION FROM EXISTING GRADE TO NEW PLAZA GRADE. MAINTAIN 2% SLOPE MAXIMUM AND 1/4" MAXIMUM CHANGE IN SURFACE FINISH

NEW GAS FED FIREPIT SUPPORTED ON CONCRETE CURB

PLANTING AREA ( SEE LANDSCAPE DRAWINGS)

NEW CAST-IN-PLACE CONCRETE PLANTER

NEW CONCRETE CURB TO AND HANDRAIL TO MATCH ORIGINAL

NEW CAST-IN-PLACE CONCRETE PLANTER CONCEALED WITH WOOD CLADDING

EXISTING CONCRETE FINISH

EXISTING PLANTER TO REMAIN

NEW WEATHERED STEEL PLANTER EDGING

NOT USED

NEW BENCH WITH WOOD CLADDING ON PEDESTALS

EXISTING ARCHITECTURAL CONCRETE TO REMAIN

NEW CAST-IN-PLACE CONCRETE PLANTER WITH NEW PLANTING AREA

NEW PORCELAIN DECKING ON PEDESTALS

PLANTER DEMISING WALLS; SEE STRUCTURAL DRAWINGS

NEW CONCRETE TO MATCH EXISTING, SEE HARDSCAPE PLAN AND DETAIL

SEE PLUMBING DRAWINGS FOR CONNECTION DETAIL

NEW CONCRETE TO MATCH EXISTING, SEE HARDSCAPE PLAN AND DETAIL

TIMER FOR FIREPIT RECESSED MOUNT WITH ACCESS DOOR, SEE DETAIL DRAWING AND PLUMBING DRAWINGS

NEW PORCELAIN TILE PEDESTAL DECKING, SEE DETAIL

E-STOP FOR FIREPIT SURFACE MOUNT, SEE PLUMBING DRAWINGS

IPE WOOD PLANKS (SEE MATERIAL SCHEDULE)

Owner: Hayman Properties Location: Denver, CO Project Role: Project Designer

Vibe Arts District

Located at the edge of Denver's Arts District, the existing brick-clad structure was due for upgrades to fit into the changing neighborhood end demographics. As a major part of the renovation, the bridge structure connecting the office levels and parking structure was identified as an element that could provide a unique entry experience. Special attention was put into the design and detailing of a heated glass entry canopy and custom perforated railing depicting the foliage of the local aspen trees. The pattern of the railing is a mixture of voronoi leaf forms and hexagonal perforations in the negative space.

Perspectives F

E 2B

15' - 0"

OPEN

E 2B

15' - 0"

Level 3

15' - 0"

3' - 6"

31' - 0"

OPEN

AL-02

Level 3 31' - 0"

Typical Details

Custom Perforated Railing Elevation

B 3' - 6"

1/4"/FT SLOPE

10' - 0"

VIBE

1/4"/FT SLOPE

AL-02

F1 TYP. A800

AL-01

ALIGN PANEL JOINTS TO RAILING BEHIND 5' 0" O.C.

OPEN

VIBE ARTS DISTRICT 1391 SPEER BOULEVARD DENVER, CO

10' - 0" 1 1/2"

AL-01

HSS PER STRUCTURAL

ALIGN PANEL JOINTS TO RAILING BEHIND 5' 0" O.C.

1437 4th Street, 4th Floor Santa Monica, California 90401 t +1 310 453 2800 | www.hlw.com

9' - 1" CLEAR HEIGHT

Level 2 19' - 0"

WIRING FOR HEATED GLASS

Level 2

STRUCTURAL ENGINEER 888 S. FIGUEROA ST, 18TH FL LOS ANGELES, CA 90017 t +1 323 733 6673

PIPING FOR GUTTER

19' - 0"

OWNER REPRESENTATIVE 1801 Broadway | Suite 700 DENVER, CO 80202 t +1 303 957 5318

ALIGN

8' - 8"

MC + ENGINEERING,LLC

ELECTRICAL ENGINEER 3700 OSAGE ST. DENVER,CO 80211 t +1 303 589 6202

VH ENGINEERING

CAP OFF TOP OF TUBE

1/2" = 1'-0"

PLUMBING ENGINEER 7985 W. 16TH AVE. LAKEWOOD, CO 80214 t +1 303 296 6900

2 1/2"

CONTINUOUS BENT STEEL FORM WELDED TO TOP OF TUBE

LANDSCAPE ARCHITECT 881 BROADWAY, 5TH FLOOR NEW YORK, NY 10003 t +1 310 543 2800

LED LIGHT AS SCHEDULED

5' - 4"

LIGHTING DESIGNER 881 BROADWAY, 5TH FLOOR NEW YORK, NY 10003 t +1 310 543 2800

LIGHT FIXTURE AS SCHEDULED

TYPICAL RAILING LAYOUT ELEVATION

WIRING INSIDE VERITCAL POST FOR LED LIGHT

NO. PERFORATED 1/4" THICK ALUMINUM PLATE PAINTED

DATE

04/29/2019

ISSUE OR REVISION

ISSUED FOR PLAN CHECK

3' - 8"

10' - 0"

1/2" = 1'-0"

1" X 3" PAINTED STEEL VERTICALS @ 5'-0" O.C. MAX.

TYPICAL RAILING LAYOUT ELEVATION STEEL COLUMN - SEE STRUCTURAL DRAWINGS

1' - 0"

1 3/8"

Enlarged Railing Pattern

1/4"

10' - 0"

T SHAPED PAINTED STEEL WELDED TO VERTICAL

EQ 1/4"

ALIGN

2 1/2"

PAVING AS SCHEDULED

SLOPE PER FINISH PLAN

H.P. 0' - 0" L.P. -0' - 6" 3RD FLOOR

KEY PLAN W 14TH AVE

EXISTING

SP RB

1' - 9"

D LV

3' - 8"

F1 TYP. A800

NORTH

EXISTING CONCRETE SLAB & BEAM SHOWN SHADED

THERMAL INSULATION SEAL/ SIGNATURE

3' - 8"

WATERPROOFING MEMBRANE SHOWN DASHED

10"

2 1/2"

VARIES V.I.F.

2 1/2" METAL STUDS

2 1/2" 5/8" 3 5/8" METAL STUD KICKERS. REF. STRUCTURAL FOR CONNECTION DETAILS.

SHEET TITLE:

EXTERIOR DETAILS

METAL PANEL SYSTEM AS SCHEDULED 5/8" THICK DENSGLASS GOLD EXTERIOR SHEATHING

3 5/8" METAL STUDS

20GA STUD, 18GA CHANNEL.

PANEL SYSTEM HANGER EXTRUSION

5/16" 1 3/8" 5/8"

3 5/8"

PROJECT NO. 18309 STAINLESS STEEL FLASHING

8' - 6" 2ND FLOOR

362T150-43 w/ X-U SHOT PIN

WOOD PANEL AS SCHEDULED (MODULO FACADE SYSTEM OR EQUAL)

3/8"

B 4/29/2019 4:44:47 PM

3" = 1'-0"

TYPICAL RAILING MODULE

SCALE: 3" = 1'-0"

DATE: 04/29/19

CHECKED BY: DS

DRAWN BY: JX

SHEET NO.

1/8"

A732 .25" BORDER ALL AROUND

WareHouse on Grand

Location: El Segundo, CA Project Role: Project Designer

Warehouse on Grand is a study for a new four story building adjacent to an existing office campus. A major part of the study was a comprehensive landscape scheme that would tie in the existing circular water feature and landscaped park. The organic shape and burming of the at-grade planting spread throughout the site is meant to create a meandering experience for the user as if one is walking on a path through the bluffs.

Site Plan

Site Diagrams

SITE MASTER PLANNING | EXISTING SITE CIRCULATION

E. GRAND AVE LEGEND Employee Vehicular Circ. Visitor Vehicular Circ. Pedestrian Circ. Loading

1960 Grand

Passive Green Space

Parking Structure

SITE PLANNING |PROPOSED BUILDING AND CIRCULATION 1950 GRANDMASTER AVENUE CONCEPT PRESENTATION

04 MARCH 2020

E. GRAND AVE LEGEND Employee Vehicular Circ. Visitor Vehicular Circ. Pedestrian Circ. Loading Tenant Entries

Future Building

1960 Grand

Create integrated landscape zones with active and passive amenities to create campus feel.

Actived Campus Space

Create new drop-off area within site for convenient access. Parking Structure Surface Parking

SITE PLANNING | PROGRAM ZONES 1950 GRANDMASTER AVENUE CONCEPT PRESENTATION

04 MARCH 2020

E. GRAND AVE LEGEND

1. The Promenade - Cafe Pavilion - Fire Pit -Elevated Terraces - Canopy Feature

Promenade Fitness Zone

2. Fitness Zone

Active Backyard

- Indoor - Outdoor Fitness Space - Yoga Deck - Bicycle Storage

3. The Backyard

Future Building

1960 Grand

- Oudoor BBQ - “Creekwalk“ - Game Amenities - Hammocks

Parking Structure

1950 GRAND AVENUE CONCEPT PRESENTATION

04 MARCH 2020

Owner: USC Location: Downtown Los Angeles, CA Project Role: Project Designer

USC East Library Building

The East Library Building project is a study for USC for a new ground-up office building, adaptive re-use of an existing four story building and landscaping in the side and central plazas. The new 350,000 SF, 12-story building would consolidate USC's currently scattered office leases and create its first office campus East of the I-110 freeway. The facade of the new building is highlighted by vertical strips of copper ProPoSEd PLaN brick materiality of the USC campus without using the same material. paneling, a nod toSItE the traditional

Site Plan

15’

Secured Access

58’

50’ Building Plaza Entries Entry from Parking

Loading Zone

Loading Zone 130’ Secured Access

Perspectives USC EAST LIBRARY CONCEPT PRESENTATION

Secured Access

Massing Studies

MAY 17, 2019

Owner: Confidential Location: Sunnyvale, CA Project Role: Project Designer

Building E

As part of the architecture and site improvements to this existing 1980's building, new passenger drop off, site softscape, and entry canopy are proposed to enhance the tenant entry experience. The form of the canopy structure is derived from the adjacent salt ponds and serves as a way finding element and sun shading element.

Perspective

14 S

16 S

51 S

21 C 21 C

10 C

9 22 C

22 C

9 9

25 C

24 C

WA Y.

18 S

Site Plan

LO CK HE ED MA RT IN

Sketches

28 C

24 C

38 C

9 22 C

39 C

22 C

9 38 S

9 21 C P

39 S

15 C

9 3M 8 CP

8' -

BIK E

STO

RAG E

25 EV

23 EV

6" 18' 8

6 CP

23' -

11 7 /8"

2 SV

11 S

AREA OF WORK LINE

1ST AV E.

N. M ATH ILD AA VE.

N. 63

SITE PLAN SCALE: 1" = 30'-0"

VICTOR ZHANG, AIA 774-275-4335 bowenvzhang@gmail.com Los Angeles, CA