Portfolio of Selected Works by Aman Sheth

SHETH POTFOLIO OF SELECTED WORKS, 2013-present RECESSED METASEAM HILL ST. UPPER BASEMENT PEDESTRIAN ENTRY PLATFORM LOWER BASEMENT 01 A.09 FRONT ELEVATION SCALE 1:250

architectural works through my graduate education at SCI-Arc in Los Angeles, professional experience at JOHNSON FAIN (Los Angeles), Robert A.M.Stern Architects (New York), AUX Architecture (Los Angeles), Gensler (Los Angeles), POPULOUS (New Delhi) and Crab Studio (London).

CONTENTS VDM: Therapeutic Performing Arts Theatre Part of Design Team October 2017 - Completed IMT Sherman Oaks Part of Design Team March 2019 - On Going 8th & Figueroa Part of Design Team March 2019 - Completed 14 Fifth Avenue Part of Design Team July 2021 - On Going Henan Road Tower Part of Design Team May 2023 - On Going City National Bank Part of Design Team March 2022 - On Hold Paramount Library Part of Design Team July 2022 - On Going St. Callistus Chapel Part of Design Team August 2022 - On Going AUX Architecture, Junior Architect JOHNSON FAIN, Designer I RAMSA, Designer II JOHNSON FAIN, Designer II Performing Arts Theatre Mixed Use Development Mixed Use Development Luxury Condominiums Luxury Condominiums Commerical Office Library Chapel Table of Contents 59 49 45 35 07 23 29 15

TABLE OF

collection of

selected

Creative

Office

Office Interior

University Building Museum

Recreational

The

Internal Competition August

Joe’s Jeans Corporate Office Part of Design Team

August 2016

Part of Design Team August 2014

Guggenheim Helsinki (Competition Entry)

Part of Design Team September 2014

Oberoi Club 360

Public Appearances: “A Stealthy Space Invader”

In collaboration with Corie Saxman Spring 2015

3 Aman Sheth

Design Development

In collaboration with Kiran, Siddardha, Yasamin, & Palak Fall 2016 Great Wall on Fig: EBB ‘ N FLOW

2016

Architecture SCI-Arc (M.Arch II)

Southern California Institute of

Gensler, Intern Architect

CRAB Studio, Intern Architect

POPULOUS, Graduate Architect

Studio

Design

Advanced Structures Facade

University of Vienna (Competition Entry)

Club

75 79

Part of Design Team March 2015

83 89 97 109

Downtown Creative & Theatre

and Theatre 67

Part of Design Team January 2018 - Completed

PROFESSIONAL WORK

JOHNSON FAIN

Robert A.M. Stern Architects AUX Architecture

Gensler

POPULOUS Crab Studio

Project: Henan Road Tower

Site: Taichung, Taiwan

Program: Luxury Condominiums

Employer: JOHNSON FAIN

Details: Concept - DD Phase

Status: CD Phase

Notes:

Commissioned by Pao Huei, a leading real estate development company, the project is a 32-story residential high-rise in Taichung City, Taiwan’s central Seventh District. Adjacent to Toyo Ito’s National Opera House, this premier residential tower comprises 132 luxury residences. Located on the first floor are tea rooms, lounges, private dining and a library. A swimming pool with spa and sauna, gym, yoga and juice bar occupy the second floor overlooking gardens designed for outdoor social activities, events and dining. Private balconies are distributed throughout the typical residential floors, and penthouse suites on the top four floors enjoy large linear balconies with unobstructed views of the cityscape.

1 . Henan Road Tower

HENAN ROAD RESIDENTIAL HIGH-RISE

Taichung, Taiwan

7 Aman Sheth

Design Criteria

NORTH FACADE

North Elevation

CURTAIN WALL, VERTICAL EXPRESSION DEEP MULLION EXTENSIONS

Curtain Wall with Vertical Expression

Deep Mullion Extensions

CONCEAL HORIZONTAL MULLIONS VERTICAL MULLIONS ALIGN WITH THE MAIN ENTRANCE

Concealed Horizontal Mullions

BUILDING GRID

EXPRESSED SLAB EDGE COVERS

WINDOW WALL INFILL

Window Wall Infill Building Grid

Expressed Slab Edge Covers

Uniform Stepped Massing

UNIFORM STEPPED MASSING EXPRESSED FRAME AT BUILDING TOP NORTH FACADE ALIGNS WITH SOUTH FACADE

Expressed Frame at Top of Building

HENAN ROAD

RECESSED WINDOW WALL EXPRESS VERTICALS

Recessed Window Wall with Vertical Expression

CONCEAL HORIZONTAL MULLIONS CONCEAL WINDOW FRAMES

Concealed Horizontal Mullions

Concelead Window Frames

DESIGN CRITERIA

DESIGN

DEVELOPMENT 8/18/2023

Henan Road Tower

9 Aman Sheth Site Plan 400 100 100 SHIZHENG ROAD HENAN ROAD EXISTING BUILDING +5000 EXISTING BUILDING +1600 EXISTING BUILDING +1600 EXISTING BUILDING +10,560 EXISTING BUILDING +7800 PROPERTY LINE RAMP DOWN MULTIPURPOSE ROOM DINING LOUNGE PANTRY TEA ROOM PANTRY VIP LIBRARY ELEVATOR LOBBY LOBBY LOGISTICS ROOM 520 cm DRIVEWAY 450 cm PARKING GUARD HOUSE GUEST DROP-OFF LINEWORK LEGEND PAO HUEI BACKGROUND TOWER ABOVE STRUCTURE - COLUMNS ENVELOPE N HENAN ROAD SCALE As indicated SITE PLAN A1.20 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 150 1 SITE PLAN

The top of building drawings above show the expnsive balconies connecting to the master bedroom in the premier upper level residences spanning across the bathroom along the east elevation of the building. Additionally, the elevations illustrates the conversion of the shaft into the mechanical screen at Level 29 and above which accomodates the cooling tower and other mechanical eqipment.

Henan Road Tower 1 2 4 5 B C D E 25F 230703 6090 6090 C C 3 4 B C D E A2*2 B2*2 B1*2 26F 230802 90 90 90 90 165 85 165 85 REF 170 TV TV 1 2 3 6 Level 25 8580.000 Level 26 8915.000 Level 27 9250.000 Level 28 9585.000 335 335 335 OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND 343.33 cm 348.33 cm 98.00 cm 118.00 cm WINDOW SILL ELEVATION TYP. MT-03 GL-01 MT-01 MT-01 GL-02 2 70.75 cm 187.50 cm 94.00 cm 94.00 cm 72.50 cm 100.50 cm 99.00 cm 173.50 cm 72.50 cm 70.75 cm72.50 cm 173.50 cm 99.00 cm100.50 cm72.50 cm94.00 cm94.00 cm 187.50 cm 63.00 cm 63.00 cm A8.24 1 A8.24 87.00 cm 30.00 cm 365.00 cm 187.50 cm 173.50 cm 173.50 cm 187.50 cm 63.00 cm 63.01 cm 187.50 cm 173.50 cm 173.50 cm 187.50 cm SHEET NOTES 1. ALL DIMENSTIONS ARE TO CENTERLINE OF MULLION UNLESS NOTED OTHERWISE. 2. PLAN DIMENSIONS ARE FROM GRID LINE TO FACE OF GLASS UNLESS NOTED OTHERWISE. 3. TYPICAL WINDOW SIZE IS 65CM WIDE BY 90CM HIGH. SILL HEIGHT IS 98CM FROM TOP OF STRUCTURAL SLAB. MATERIAL LEGEND ST-01 GRIS PERLA GRANITE GL-01 VISION GLASS GL-02 OPAQUE SPANDREL MT-01 WHITE ICE METALLIC MT-02 SILVER GRAY ST-02 ARABESCATO CERVAIOLI HENAN ROAD SCALE As indicated TOP OF BUILDING - EAST ELEVATION/PLAN A6.54 DESIGN DEVELOPMENT 8/18/2023 TOP OF BUILDING PARTIAL EAST ELEVATION SCALE: 1 75 1 LEVEL 25 PLAN 1 2 3 4 5 6 302.5 170 TV TV 25F 230703 90 90 85 165 85 165 90 C C C C 1 2 3 4 5 B C D E 302.5 26F 230802 C C A C A 90 90 90 85 165 85 165 90 TV TV 230703 C C A C C A 1 2 3 4 B C D E Level 25 8580.000 Level 26 8915.000 Level 27 9250.000 Level 28 9585.000 A B C D 335 335 OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND 343.33 cm 348.33 cm WINDOW SILL MT-03 MT-01 2 A B C D 70.75 cm 187.50 cm 94.00 cm 94.00 cm 72.50 cm 100.50 cm 99.00 cm 173.50 cm 72.50 cm 70.75 cm72.50 cm 173.50 cm 99.00 cm100.50 cm72.50 cm94.00 cm94.00 cm 187.50 cm 63.00 cm 63.00 cm A8.24 1 A8.24 87.00 cm 30.00 cm 365.00 cm 2 A B C D 70.75 cm 187.50 cm 94.00 cm 94.00 cm 72.50 cm 100.50 cm 99.00 cm 173.50 cm 72.50 cm 70.75 cm72.50 cm 173.50 cm 99.00 cm100.50 cm72.50 cm94.00 cm94.00 cm 187.50 cm 63.00 cm 63.01 cm 365.00 cm 87.00 cm 30.00 cm A8.24 1 A8.24 2 A B C D 70.75 cm 187.50 cm 94.00 cm 94.00 cm 72.50 cm 100.50 cm 99.00 cm 173.50 cm 72.50 cm 70.75 cm 72.50 cm 173.50 cm 99.00 cm 100.50 cm 72.50 cm 94.00 cm 94.00 cm 187.50 cm 63.00 cm 63.00 cm 365.00 cm 87.00 cm 30.00 cm A8.24 1 A8.24 SHEET NOTES 1. ALL DIMENSTIONS ARE TO CENTERLINE OF MULLION UNLESS NOTED OTHERWISE. 2. PLAN DIMENSIONS ARE FROM GRID LINE TO FACE OF GLASS UNLESS NOTED OTHERWISE. 3. TYPICAL WINDOW SIZE IS 65CM WIDE BY 90CM HIGH. SILL HEIGHT IS 98CM FROM TOP OF MATERIAL LEGEND ST-01 GRIS PERLA GRANITE GL-02 OPAQUE SPANDREL MT-01 WHITE ICE METALLIC ST-02 ARABESCATO CERVAIOLI HENAN ROAD SCALE As indicated TOP OF BUILDING - EAST ELEVATION/PLAN A6.54 DESIGN DEVELOPMENT 8/18/2023 TOP OF BUILDING PARTIAL EAST ELEVATION SCALE: 1 75 1 LEVEL 25 PLAN SCALE: 1 75 2 LEVEL 26 PLAN SCALE: 1 75 3 LEVEL 27 PLAN 90 90 90 90 120 70 120 70 1 2 3 4 5 6 B C D E 90 90 90 90 120 70 120 70 1 2 3 4 5 6 B C D E 1 2 3 4 5 6 B C D E Level 29 9920.000 Level 30 10280.000 Level 31 10560.000 Level 32 10820.000 A B C D A8.33 Sim A8.33 Sim MT-03 GL-01 MT-01 118.00 cm 295.63 cm 372.33 cm 372.33 cm 360.00 cm 360.00 cm 372.33 cm 372.33 cm 295.03 cm 345.45 cm 262.87 cm 78.00 cm 360.00 cm 360.00 cm 78.00 cm 263.07 cm 5.00 cm 343.33 cm 348.33 cm 348.33 cm 360.00 cm 360.00 cm 348.33 cm 348.33 cm 348.33 cm MT-02 MT-01 30.00 cm 33.82 cm 121.92 cm 121.92 cm 121.92 cm A B C D 3 A B C D 295.63 cm 372.33 cm 372.33 cm 360.00 cm 360.00 cm 372.33 cm 372.33 cm 295.03 cm MT-03 MT-01 SHEET NOTES 1. ALL DIMENSTIONS ARE TO CENTERLINE OF MULLION UNLESS NOTED OTHERWISE. 2. PLAN DIMENSIONS ARE FROM GRID LINE TO FACE OF GLASS UNLESS NOTED OTHERWISE. 3. TYPICAL WINDOW SIZE IS 65CM WIDE BY 90CM HIGH. SILL HEIGHT IS 98CM FROM TOP OF STRUCTURAL SLAB. MATERIAL LEGEND ST-01 GRIS PERLA GRANITE GL-01 VISION GLASS GL-02 OPAQUE SPANDREL MT-01 WHITE ICE METALLIC MT-02 SILVER GRAY MT-03 MEDIUM GRAY ST-02 ARABESCATO CERVAIOLI HENAN ROAD SCALE As indicated TOP OF BUILDING - EAST ELEVATION/PLAN A6.55 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 : 75 4 TOP OF BUILDING PARTIAL EAST ELEVATION SCALE: 1 : 75 1 LEVEL 29 PLAN SCALE: 1 : 75 3 LEVEL 32 PLAN 170 230703 90 90 90 90 90 90 90 120 70 120 70 70 120 70 120 90 1 2 3 4 5 6 B C D E 230703 90 90 90 90 120 70 120 70 70 70 1 2 3 4 5 6 B C D E 1 2 3 4 5 6 B C D E Level 29 9920.000 Level 30 10280.000 Level 31 10560.000 Level 32 10820.000 A B C D A8.33 Sim A8.33 Sim MT-03 GL-01 MT-01 118.00 cm 295.63 cm 372.33 cm 372.33 cm 360.00 cm 360.00 cm 372.33 cm 372.33 cm 295.03 cm 345.45 cm 262.87 cm 78.00 cm 360.00 cm 360.00 cm 78.00 cm 263.07 cm 5.00 cm 343.33 cm 348.33 cm 348.33 cm 360.00 cm 360.00 cm 348.33 cm 348.33 cm 348.33 cm MT-02 MT-01 2 A B C D 87.00 cm 30.00 cm 33.82 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 25.82 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 121.92 cm 3 A B C D 67.00 cm 895.00 cm 895.00 cm 67.00 cm 3 A B C D 295.63 cm 372.33 cm 372.33 cm 360.00 cm 360.00 cm 372.33 cm 372.33 cm 295.03 cm MT-03 MT-01 SHEET NOTES 1. ALL DIMENSTIONS ARE TO CENTERLINE OF MULLION UNLESS NOTED OTHERWISE. 2. PLAN DIMENSIONS ARE FROM GRID LINE TO FACE OF GLASS UNLESS NOTED OTHERWISE. 3. TYPICAL WINDOW SIZE IS 65CM WIDE BY 90CM HIGH. SILL HEIGHT IS 98CM FROM TOP OF STRUCTURAL SLAB. MATERIAL LEGEND ST-01 GRIS PERLA GRANITE GL-01 VISION GLASS GL-02 OPAQUE SPANDREL MT-01 WHITE ICE METALLIC MT-02 SILVER GRAY MT-03 MEDIUM GRAY ST-02 ARABESCATO CERVAIOLI HENAN ROAD SCALE As indicated TOP OF BUILDING - EAST ELEVATION/PLAN A6.55 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 : 75 4 TOP OF BUILDING PARTIAL EAST ELEVATION SCALE: 1 : 75 1 LEVEL 29 PLAN SCALE: 1 : 75 2 LEVEL 30 PLAN SCALE: 1 : 75 3 LEVEL 32 PLAN

27 Plan Level 30 Plan

Level

Top of Building - East

11 Aman Sheth Podium - Enlarged South Elevation Podium Details 290.00 cm A8.14 Sim 92.01 cm 92.01 cm 99.34 cm 51.85 cm 51.85 cm 47.50 cm 187.50 cm 47.50 LINE GLASS LINE OF SILL 77.00 cm 47.50 cm 47.50 Level 1 0.000 Level 2 630.000 Level 3 1080.000 6 A8.03 EQ EQ 487.5 mm 975 mm 487.5 mm 890 mm 445 mm 25.00 cm 81.68 cm 81.68 cm 153.00 cm 7 A8.03 ST-01 GL-01 GL-02 MT-01 MT-01 ST-02 GL-01 MT-01 GL-01 MT-01 A8.15 2 Sim 47.50 cm 187.50 cm 47.50 77.00 cm 51.85 cm 51.85 cm 92.00 cm 290.00 cm 47.50 cm 47.50 290.00 cm 137.50 cm EDGE OF SILL A8.15 A8.13 250 mm 115.00 cm 217.00 cm 99.50 cm 153.00 cm 201.50 cm 294.00 cm 187.50 cm 51.85 cm 90.00 cm 51.85 cm 77.00 cm 47.50 cm 47.50 47.50 47.50 cm EDGE OF SILL 51.85 cm 77.00 cm 47.50 cm 187.50 cm 47.50 92.00 cm 290 cm 47.50 cm 47.50 51.85 cm 290.00 cm 137.50 cm 96.67 cm 96.67 cm 96.67 cm EDGE OF SILL MT-02 153.00 cm A8.13 25.00 cm HENAN ROAD MODULE C1 - ENLARGED PLAN/SECT/ELEV DESIGN SCALE: 1 25 1 MODULE C1 PLAN - GROUND LEVEL SCALE: 1 25 MODULE C1 ELEVATION SCALE: 1 25 3 MODULE C1 - LEVEL 2 PLAN 6 SCALE: 1 25 4 MODULE C1 - LEVEL 2 RCP SCALE: 1 25 2 MODULE C1 - LEVEL 1 RCP MODULE C1 SIDELITE SECTION SLAB FINISH FLOOR EXTERIOR PAVING SEE ELEVATION STONE SILL SEALANT & BACKER ROD 20 mm 40.5 mm 103 mm EDGE OF MULLION BEYOND 163.5 mm 218 mm 163.5 mm ALIGN FACE OF GLASS SEE PLAN SEALANT & BACKER ROD 80 mm 200 mm SIDELITE HORIZ MULLION BEYOND 75 mm 545 mm 130 mm 163.5 mm 20 mm40.5 mm103 mm SEE ELEVATION 545 mm EDGE OF MULLION FACE OF GLASS SEE PLAN 130 mm 163.5 mm SEE ELEVATION EDGE OF MULLION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM 85 mm FINISH CEILING EDGE OF COLUMN BEYOND 20 mm 40.5 mm 103 mm 545 mm EDGE OF MULLION BEYOND METAL BACK-PAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 120 mm130 mm 20 mm 40.5 mm 103 mm EDGE OF COLUMN BEYOND 163.5 mm OF COLUMN BEYOND 80 mm 163.5 mm 20 mm143.5 mm EXTERIOR PAVING SEALANT & BACKER ROD EDGE OF MULLION 163.5 mm FACE OF GLASS SEE PLAN FINISH FLOOR 80 mm 20 mm 40.5 mm 103 mm 75 mm 120 mm 80 mm CAP TO MATCH MULLION COLOR 20 mm 40.5 mm 103 mm SEE ELEVATION EDGE OF MULLION BEYOND FACE OF GLASS SEE PLAN EDGE OF MULLION BEYOND 130 mm 163.5 mm SEE ELEVATION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM FINISH CEILING 85 mm 163.5 mm 20 mm 40.5 mm 103 mm METAL BACKPAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 143.5 mm GLASS FACE LINE SEE PLAN 130 mm 120 mm EDGE OF MULLION STRUCTURAL BEAM 130 mm 103 mm 163.5 mm 80 mm 250 mm 163.5 mm SMOOTH FINISH GLASS EDGE 80 mm GLASS GUARD RAIL SHOE SEALANT & BACKER ROD SMOOTH FINISH GLASS EDGE HENAN ROAD SCALE 1 5 WINDOW MODULE B DETAILS A8.13 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 5 1 WMB2 SILL SCALE: 1 5 2 WMB2 INTERMEDIATE SCALE: 1 5 3 WMB2 L2 SHADOW BOX SCALE: 1 5 4 WMB2 L2 SILL WMB2 L2 WINDOW HEAD WMB2 L3 PARAPET WMB2 L2 WINDOW SILL SCALE: 1 : 5 WMB2 SIDELITE SILL SCALE: 1 : 5 WMB2 SIDELITE INTERMEDIATE SCALE: 1 : 5 WMB2 SIDELITE L2 SHADOW BOX SCALE: 1 : 5 WMB2 L2 SIDELITE CAPTURED HOZ MULLION SIDELITE HEAD DTL SIDELITE PARAPET GLASS RAILING DETAIL SLAB FINISH FLOOR EXTERIOR PAVING SEE ELEVATION STONE SILL SEALANT & BACKER ROD 20 mm 40.5 mm 103 mm EDGE OF MULLION BEYOND 163.5 mm 218 mm 163.5 mm ALIGN FACE OF GLASS SEE PLAN SEALANT & BACKER ROD 80 mm 200 mm SIDELITE HORIZ MULLION BEYOND 75 mm 545 mm 130 mm 163.5 mm 20 mm40.5 mm103 mm SEE ELEVATION 545 mm EDGE OF MULLION FACE OF GLASS SEE PLAN 130 mm 163.5 mm SEE ELEVATION EDGE OF MULLION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM 85 mm FINISH CEILING EDGE OF COLUMN BEYOND 20 mm 40.5 mm 103 mm 545 mm EDGE OF MULLION BEYOND METAL BACK-PAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 120 mm130 mm 20 mm 40.5 mm 103 mm EDGE OF COLUMN BEYOND EDGE OF MULLION 163.5 mm 80 mm SMOOTH FINISH 163.5 mm 20 mm143.5 mm SEE PLAN EXTERIOR PAVING SEALANT & BACKER ROD EDGE OF MULLION 163.5 mm FACE OF GLASS SEE PLAN FINISH FLOOR 80 mm 20 mm 40.5 mm 103 mm 75 mm 120 mm 80 mm CAP TO MATCH MULLION COLOR 20 mm 40.5 mm 103 mm SEE ELEVATION EDGE OF MULLION BEYOND FACE OF GLASS SEE PLAN EDGE OF MULLION BEYOND 130 mm 163.5 mm SEE ELEVATION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM FINISH CEILING 85 mm 163.5 mm 20 mm 40.5 mm 103 mm METAL BACKPAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 143.5 mm GLASS FACE LINE SEE PLAN 130 mm 120 mm EDGE OF MULLION STRUCTURAL BEAM 130 mm 103 mm 163.5 mm 80 mm 250 mm 163.5 mm SMOOTH FINISH GLASS EDGE GLASS GUARD RAIL SHOE SEALANT & BACKER ROD SMOOTH FINISH GLASS HENAN ROAD SCALE 1 5 WINDOW MODULE B DETAILS A8.13 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 5 1 WMB2 SILL SCALE: 1 5 2 WMB2 INTERMEDIATE SCALE: 1 5 3 WMB2 L2 SHADOW BOX SCALE: 1 5 4 WMB2 L2 SILL WMB2 L2 WINDOW HEAD WMB2 L3 PARAPET WMB2 L2 WINDOW SILL SCALE: 1 : 5 WMB2 SIDELITE SILL SCALE: 1 : 5 WMB2 SIDELITE INTERMEDIATE SCALE: 1 : 5 WMB2 SIDELITE L2 SHADOW BOX SCALE: 1 : 5 WMB2 L2 SIDELITE CAPTURED HOZ MULLION SIDELITE HEAD DTL SIDELITE PARAPET GLASS RAILING DETAIL SLAB FINISH FLOOR EXTERIOR PAVING SEE ELEVATION STONE SILL SEALANT & BACKER ROD 20 mm 40.5 mm 103 mm EDGE OF MULLION BEYOND 163.5 mm 218 mm 163.5 mm ALIGN FACE OF GLASS SEE PLAN SEALANT & BACKER ROD 80 mm 200 mm SIDELITE HORIZ MULLION BEYOND 75 mm 545 mm 130 mm 163.5 mm 20 mm40.5 mm103 mm SEE ELEVATION 545 mm EDGE OF MULLION FACE OF GLASS SEE PLAN 130 mm 163.5 mm SEE ELEVATION EDGE OF MULLION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM 85 mm FINISH CEILING EDGE OF COLUMN BEYOND 20 mm 40.5 mm 103 mm 545 mm EDGE OF MULLION BEYOND METAL BACK-PAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 120 mm130 mm 20 mm 40.5 mm 103 mm EDGE OF COLUMN BEYOND STRUCTURAL BEAM 163.5 mm 30 mm ROD 163.5 mm 20 mm143.5 mm EXTERIOR PAVING SEALANT & BACKER ROD EDGE OF MULLION 163.5 mm FACE OF GLASS SEE PLAN FINISH FLOOR 80 mm 20 mm 40.5 mm 103 mm 75 mm 120 mm 80 mm CAP TO MATCH MULLION COLOR 20 mm 40.5 mm 103 mm SEE ELEVATION EDGE OF MULLION BEYOND FACE OF GLASS SEE PLAN EDGE OF MULLION BEYOND 130 mm 163.5 mm SEE ELEVATION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM FINISH CEILING 85 mm 163.5 mm 20 mm 40.5 mm 103 mm METAL BACKPAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 143.5 mm GLASS FACE LINE SEE PLAN 130 mm 120 mm EDGE OF MULLION STRUCTURAL BEAM 130 mm 103 mm 163.5 mm ROD 80 mm 250 mm 163.5 mm SMOOTH FINISH GLASS EDGE GLASS GUARD RAIL SHOE SEALANT & BACKER ROD SMOOTH FINISH GLASS HENAN ROAD SCALE 1 5 WINDOW MODULE B DETAILS A8.13 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 5 1 WMB2 SILL SCALE: 1 5 2 WMB2 INTERMEDIATE SCALE: 1 5 3 WMB2 L2 SHADOW BOX SCALE: 1 5 4 WMB2 L2 SILL WMB2 L2 WINDOW HEAD WMB2 L3 PARAPET WMB2 L2 WINDOW SILL SCALE: 1 : 5 WMB2 SIDELITE SILL SCALE: 1 : 5 WMB2 SIDELITE INTERMEDIATE SCALE: 1 : 5 WMB2 SIDELITE L2 SHADOW BOX SCALE: 1 : 5 8 WMB2 L2 SIDELITE CAPTURED HOZ MULLION SIDELITE HEAD DTL SIDELITE PARAPET SCALE: 1 5 12 GLASS RAILING DETAIL SLAB FINISH FLOOR EXTERIOR PAVING SEE ELEVATION STONE SILL SEALANT & BACKER ROD 20 mm 40.5 mm 103 mm EDGE OF MULLION BEYOND 163.5 mm 218 mm 163.5 mm ALIGN FACE OF GLASS SEE PLAN SEALANT & BACKER ROD 80 mm 200 mm SIDELITE HORIZ MULLION BEYOND 75 mm 545 mm 130 mm 163.5 mm 20 mm40.5 mm103 mm SEE ELEVATION 545 mm EDGE OF MULLION FACE OF GLASS SEE PLAN 130 mm 163.5 mm SEE ELEVATION EDGE OF MULLION FACE OF GLASS SEE PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM 85 mm FINISH CEILING EDGE OF COLUMN BEYOND 20 mm 40.5 mm 103 mm 545 mm EDGE OF MULLION BEYOND METAL BACK-PAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 120 mm130 mm 20 mm 40.5 mm 103 mm EDGE OF COLUMN BEYOND 163.5 mm FINISH PAVING 250 mm 163.5 mm 20 mm143.5 mm EXTERIOR PAVING SEALANT & BACKER ROD EDGE OF MULLION 163.5 mm FACE OF GLASS SEE PLAN FINISH FLOOR 80 mm 20 mm 40.5 mm 103 mm 75 mm 120 mm 80 mm CAP TO MATCH MULLION COLOR 20 mm 40.5 mm 103 mm SEE ELEVATION EDGE OF MULLION BEYOND FACE OF GLASS SEE PLAN EDGE OF MULLION BEYOND 130 mm 163.5 mm SEE ELEVATION FACE OF GLASS PLAN METAL BACK-PAN, PAINT BOTTOM STRUCTURAL BEAM FINISH CEILING 85 mm 163.5 mm 20 mm 40.5 mm 103 mm METAL BACKPAN, PAINT FINISH FLOOR CONCRETE SLAB 80 mm 163.5 mm SEE ELEVATION LEVEL 2 143.5 mm GLASS FACE LINE SEE PLAN 120 mm EDGE OF MULLION STRUCTURAL BEAM 130 mm 103 mm 163.5 mm FINISH PAVING 80 mm 250 mm 163.5 mm SMOOTH FINISH GLASS EDGE GLASS GUARD RAIL SHOE SEALANT & BACKER ROD SMOOTH FINISH GLASS HENAN ROAD SCALE 1 5 WINDOW MODULE B DETAILS A8.13 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 5 1 WMB2 SILL SCALE: 1 5 2 WMB2 INTERMEDIATE SCALE: 1 5 3 WMB2 L2 SHADOW BOX SCALE: 1 5 4 WMB2 L2 SILL WMB2 L2 WINDOW HEAD WMB2 L3 PARAPET WMB2 L2 WINDOW SILL SCALE: 1 : 5 WMB2 SIDELITE SILL SCALE: 1 : 5 WMB2 SIDELITE INTERMEDIATE SCALE: 1 : 5 WMB2 SIDELITE L2 SHADOW BOX SCALE: 1 : 5 WMB2 L2 SIDELITE CAPTURED HOZ MULLION SIDELITE HEAD DTL SIDELITE PARAPET GLASS RAILING DETAIL 290.00 cm A8.14 2 Sim 92.01 cm 92.01 cm 99.34 cm 51.85 cm 51.85 cm 47.50 cm 187.50 cm 47.50 cm LINE OF GLASS LINE OF SILL 77.00 cm 47.50 cm 47.50 cm Level 1 0.000 Level 2 630.000 Level 3 1080.000 6 A8.03 EQ EQ 487.5 mm 975 mm 487.5 mm 890 mm 445 mm 25.00 cm 81.68 cm 81.68 cm 153.00 cm ST-01 GL-01 GL-02 MT-01 MT-01 ST-02 GL-01 MT-01 GL-01 MT-01 A8.15 2 Sim 47.50 cm 187.50 cm 47.50 cm 77.00 cm 77.00 cm 51.85 cm 51.85 cm 92.00 cm 290.00 cm 47.50 cm 47.50 cm 290.00 cm 137.50 cm EDGE OF SILL 630.000 1080.000 A8.15 Sim Sim A8.13 Sim Sim Sim 153.00 cm MT-01 GL-01 GL-01 GL-02 MT-01 ST-02 GL-01 MT-01 EDGE OF MULLION EDGE OF GLASS DOOR SHADOW BOX SHADOW BOX EDGE OF STONE VISION PANEL SHADOW BOX 187.50 cm 51.85 cm 90.00 cm 51.85 cm 77.00 cm 77.00 cm 47.50 cm 47.50 cm 47.50 cm 47.50 cm EDGE OF SILL 51.85 cm 77.00 cm 47.50 cm 187.50 cm 47.50 cm 92.00 cm 290 cm 47.50 cm 47.50 cm 51.85 cm 290.00 cm 137.50 cm 96.67 cm 96.67 cm 96.67 cm EDGE OF SILL D ST-01 GL-02 MT-01 GL-01 MT-02 A8.15 2 Sim EDGE OF STONE WALL BEYOND VISION PANEL EDGE OF MULLION SILL A8.13 5 Sim 153.00 cm 7.50 cm SHADOW BOX SHADOW BOX SHADOW BOX EDGE OF STONE VISION PANEL GL-01 MT-01 A8.13 13 Sim A8.13 6 Sim A8.13 8 Sim A8.13 7 Sim 25.00 cm 81.68 cm 81.68 cm HENAN ROAD MODULE C1 - ENLARGED PLAN/SECT/ELEV DESIGN DEVELOPMENT SCALE: 1 25 1 MODULE C1 PLAN - GROUND LEVEL MODULE C1 ELEVATION SCALE: 1 25 3 MODULE C1 - LEVEL 2 PLAN SCALE: 1 : 25 MODULE C1 SECTION1 SCALE: 1 25 4 MODULE C1 - LEVEL 2 RCP SCALE: 1 25 2 MODULE C1 - LEVEL 1 RCP SCALE: 1 : 25 7 MODULE C1 SIDELITE SECTION 290.00 cm A8.14 2 Sim 92.01 cm 92.01 cm 99.34 cm 51.85 cm 51.85 cm 47.50 cm 187.50 cm 47.50 cm LINE OF GLASS LINE OF SILL 77.00 cm 47.50 cm 47.50 cm Level 1 0.000 Level 2 630.000 Level 3 1080.000 6 A8.03 EQ EQ 487.5 mm mm 487.5 mm 890 mm 445 mm 25.00 cm 81.68 cm 81.68 cm 115.00 cm 217.00 cm 99.50 cm 153.00 cm 202.25 cm 293.25 cm 7 A8.03 133.50 cm ST-01 GL-01 GL-02 MT-01 MT-01 ST-02 GL-01 MT-01 GL-01 MT-01 A8.15 2 Sim 25.00 cm 47.50 cm 187.50 cm 47.50 cm 77.00 cm 51.85 cm 51.85 cm 92.00 cm 290.00 cm 47.50 cm 47.50 cm 290.00 cm 137.50 cm EDGE OF SILL Level 1 0.000 Level 2 630.000 Level 3 1080.000 D A8.15 1 Sim A8.15 2 Sim A8.13 3 Sim A8.13 4 Sim A8.13 2 Sim A8.15 4 Sim A8.16 3 Sim 270 mm 250 mm 75 mm 115.00 cm 217.00 cm 99.50 cm 153.00 cm 201.50 cm 294.00 cm MT-01 GL-01 GL-01 GL-02 MT-01 ST-02 GL-01 MT-01 EDGE OF MULLION EDGE OF GLASS DOOR SHADOW BOX SHADOW BOX EDGE OF STONE VISION PANEL SHADOW BOX 133.50 cm 187.50 cm 51.85 cm 90.00 cm 51.85 cm 77.00 cm 47.50 cm 47.50 cm 47.50 cm 47.50 cm EDGE OF SILL 51.85 cm 77.00 cm 47.50 cm 187.50 cm 47.50 cm 92.00 cm 290 cm 47.50 cm 47.50 cm 51.85 cm 290.00 cm 137.50 cm 96.67 cm 96.67 cm 96.67 cm EDGE OF SILL Level 1 0.000 Level 2 630.000 Level 3 1080.000 D ST-01 GL-02 MT-01 GL-01 MT-02 A8.15 2 Sim EDGE OF STONE WALL BEYOND VISION PANEL EDGE OF MULLION SILL A8.13 5 Sim 115.00 cm 217.00 cm 99.50 cm 153.00 cm 201.50 cm 286.50 cm 7.50 cm 7.50 cm 25.00 cm SHADOW BOX SHADOW BOX SHADOW BOX EDGE OF STONE VISION PANEL GL-01 MT-01 A8.13 13 Sim A8.13 6 Sim A8.13 8 Sim A8.13 7 Sim 25.00 cm 81.68 cm 81.68 cm HENAN ROAD MODULE C1 - ENLARGED PLAN/SECT/ELEV DESIGN SCALE: 1 : 25 1 MODULE C1 PLAN - GROUND LEVEL SCALE: 1 25 5 MODULE C1 ELEVATION SCALE: 1 : 25 3 MODULE C1 - LEVEL 2 PLAN SCALE: 1 25 6 MODULE C1 SECTION1 SCALE: 1 : 25 4 MODULE C1 - LEVEL 2 RCP SCALE: 1 : 25 2 MODULE C1 - LEVEL 1 RCP SCALE: 1 25 7 MODULE C1 SIDELITE SECTION

D D Level 26 8915.000 A8.34 5 Sim A8.34 4 Sim A8.34 Sim 118.00 cm COLUMN COVER, MT-03 METAL SOFFIT METAL SLAB EDGE COVER GL-04 Level 26 8915.000 5 A8.24 GL-01 MT-01 MT-01 Level 26 8915.000 7 A8.34 Sim 3 A8.34 Sim GL-04 MT-01 Level 26 8915.000 GL-04 MT-01 GL-01 HENAN ROAD SCALE: 1 : 25 5 SECTION 6 ELEVATION - EAST BALCONY SCALE: 1 : 25 3 ELEVATION - SIDE 1 SCALE: 1 : 25 ELEVATION - SIDE 2 1% SLOPE MIN. 30 mm 40 mm EDGE OF SIDE GLASS BEYOND STONE SILL BEYOND GUARDRAIL GLASS GUARDRAIL POST EDGE OF COLUMN COVER BEYOND SMOOTH FINISH GLASS EDGE SEE ELEVATION POINT SUPPORT HANDRAIL 350 mm 230 mm 80 mm150 mm ø5000 100 mm 138 mm50 mm PAVERS GUARDRAIL GLASS GUARDRAIL POST POINT SUPPORT STONE PAVERS, FINISH FLOOR 1% SLOPE MIN. METAL COVER REFER TO ELEVATION CURB WITH EMBED ANCHOR FOR POST BALCONY STRUCTURAL SLAB SEALANT AND BACKER ROD 104 mm 205 mm METAL SOFFIT SEALANT AND BACKER ROD STONE OPEN JOINTS FOR DRAINAGE 138 mm100 mm 15 mm 235 mm 130 mm 40 mm REFER TO PLAN BALCONY DRAINAGE PIPE STONE PAVERS 1% SLOPE MIN. BALCONY STRUCTURAL SLAB STONE PAVERS OPEN JOINTS FOR DRAINAGE SLIDING DOOR EDGE OF MULLION BEYOND FINISH FLOOR METAL SOFFIT GUARDRAIL GLASS GUARDRAIL POST POINT SUPPORT STONE PAVERS, FINISH FLOOR BACKER ROD STONE OPEN JOINTS FOR DRAINAGE 138 mm100 mm REFER TO PLAN GUARDRAIL GLASS GUARDRAIL POST POINT SUPPORT STONE PAVERS, FINISH FLOOR CURB WITH EMBED ANCHOR FOR POST BALCONY STRUCTURAL SLAB STONE OPEN JOINTS FOR DRAINAGE 138 mm 100 mm 130 mm FINISH FLOOR 75 mm 120 mm 80 mm 104 mm 144 mm SLAB CHANNEL FOR SIDE GUARDRAIL GLASS. 1% SLOPE MINIMUM TOWARDS SLAB EDGE FOR DRAINAGE LINE OF MULLION AT CURTAIN WALL BEHIND HENAN ROAD SCALE 1 : 5 BALCONY DETAILS A8.34 DESIGN DEVELOPMENT 8/18/2023 SPANDREL SCALE: 1 : 5 4 BALCONY TOP OF RAILING SCALE: 1 : 5 5 CANTILEVER BALCONY FRONT SLAB EDGE SCALE: 1 : 5 1 BALCONY SLIDING DOOR SILL CANTILEVER BALCONY SIDE SLAB EDGE SCALE: 1 : 5 3 EAST-BALCONY SIDE SLAB EDGE 2 D A8.24 3 A8.24 4 A8.24 6 223.76 cm 137.50 cm 137.50 cm 137.50 cm 137.50 cm 137.50 cm 15.00 cm 102.25 cm 102.25 cm A8.36 11 Sim 15.00 cm A8.34 12 Sim A8.34 15 Sim 110.63 cm 110.63 cm 99.62 cm 99.62 cm 81.87 cm 81.87 cm 92.88 cm 92.88 cm 2 D 117.50 cm 137.50 cm 137.50 cm 137.50 cm 117.50 cm MT-01 MT-01 GL-04 GL-01 Level 26 8915.000 Level 27 9250.000 A8.34 1 Sim 5 A8.24 Level 26 8915.000 7 A8.34 Sim 3 A8.34 Sim GL-04 MT-01 8915.000 FACE OF COLUMN SLAB EDGE COVER FACE OF COLUMN WHITE FRIT PATTERN, PATTERN SHOWN FOR REFERENCE ONLY. SEE PATTERN SHEET. MT-01 HENAN ROAD SCALE 1 : 25 BALCONY - EAST A8.24 DESIGN DEVELOPMENT 8/18/2023 SCALE: 1 : 25 1 PLAN - BALCONY SCALE: 1 : 25 2 REFLECTED CEILING PLAN BALCONY SCALE: 1 : 25 3 ELEVATION - SIDE 1 SCALE: 1 : 25 4 ELEVATION - SIDE 2 D A8.24 4 A8.24 6 223.76 cm 137.50 cm 137.50 cm 137.50 cm 137.50 15.00 cm 102.25 cm A8.36 11 Sim A8.34 12 Sim 99.62 cm 99.62 cm 81.87 cm 81.87 cm 117.50 cm 137.50 cm 137.50 cm 137.50 Level 26 8915.000 Level 27 9250.000 A8.34 5 Sim A8.34 4 Sim A8.34 1 Sim 118.00 cm COLUMN COVER, MT-03 METAL SOFFIT METAL SLAB EDGE COVER MT-03 GL-04 Level 26 8915.000 GL-01 MT-01 MT-01 Level 26 8915.000 7 A8.34 Sim 3 A8.34 Sim GL-04 MT-01 Level 26 8915.000 FACE OF COLUMN SLAB EDGE COVER FACE OF COLUMN WHITE FRIT PATTERN, PATTERN SHOWN FOR REFERENCE ONLY. SEE PATTERN SHEET. GL-04 MT-01 GL-01

BALCONY - EAST DESIGN SCALE: 1 : 25 1 PLAN - BALCONY SCALE: 1 : 25 2 REFLECTED CEILING PLAN SCALE: 1 : 25 5 SECTION SCALE: 1 25 6 ELEVATION - EAST BALCONY SCALE: 1 : 25 3 ELEVATION - SIDE 1 SCALE: 1 : 25 4 ELEVATION - SIDE 2 East Balcony Details Henan Road Tower

HENAN ROAD

13 Aman Sheth

Heated Pool at Level 2 of the Amenity Podium Pool Deck

Project: St Callistus Chapel

Site: Garden Grove, California

Program: Chapel

Employer: JOHNSON FAIN

Details: SD - CD Phase, Permitting, Construction

Administration

Status: In Construction

Notes:

Johnson Fain were commisioned to begin work on the design of St. Callistus Chapel, phase II of the previously completed Christ Cathedral in Garden Grove, Califronia.

The St. Callistus Chapel and Crypts, located in the cathedral undercroft, will be more intimate than the main sanctuary above, and contain new sacred artwork and burial spaces for bishops. With approximately 11,500 square feet, it will accommodate approximately 250 people and have an altar for Masses.

St. Callistus Chapel

ST. CALLISTUS CHAPEL

Garden Grove, California

15 Aman Sheth

E ST-3 ST-3 MT-1 ST-3 ST-3 MT-1 ST-3 ST-7 ST-7 109A 109B 32 24" 22" 23 3/4" 24" 2 2 1/2" 20" 32" 32" 32" 32" 32" 20" 2 1/2" 12 1/2" 12 1/2" 12 1/2" 12 1/2" 11' 8" 8' 8 1/2" ST-1 ST-1 PL-1 ST-1 3cm 15 1/4" B B A C A 14 1/2" B 91" B 170 3/4" 15 1/2" B 91" 4 1/2" B 10" A C B A C 6 3/4" 7cm 14 1/4" S2 S4 S3 33 8 A5.1.21 OPEN 32 31" 15" 9" 13" 25 1/2" 25" 25" 25" 25 1/2" 26" 25 1/4" 25 1/4" 25" 25" 25" 25" 25" 25" 25" 25" 25" 50" B A C A B B A B A C A B A C B B A C B A B C A B A B C A C A B A B 3cm 14" A B C B A A 5cm 10" C B B B 111 1/4" A C B C A A 22" 52 3/4" 7' 0 1/4" SC SD A3.2.14 2 A3.2.14 4 12 1/2" 12 1/2" A5.1.22 9 4 1/2" B 15 1/4" B B A C A 14 1/2" B 14 1/4" B 91" 15 1/2" B 5 1/2" 10 1/4" A 4 1/2" B 9 1/2" A C B A C 6 3/4" 3 1/2" B B 15 1/2" A A C B C A 112 3/4" B B B 16" 5cm 10" A A B C B A 3cm 14" B A B A C A C B A B A C B A B C A B B C A B A C A B A B B A C A B ST-3 2" 5 1/2" 20" 10 A ST-3 20" 5 1/2" 2" B SCALE: 1/2" = 1'-0" 3 CHAPEL WEST INT. ELEVATION INT. ELEVATION SCALE: 1/2" = 1'-0" 1 CHAPEL WEST FLOOR PLAN FLOOR PLAN SCALE: 2 A SOUTH SCALE: 1/2" = 1'-0" NORTH E ST-3 ST-3 MT-1 ST-3 ST-3 MT-1 ST-3 ST-7 ST-7 109A 109B 32 24" 22" 23 3/4" 24" 2 2 1/2" 20" 32" 32" 32" 32" 32" 20" 2 1/2" 12 1/2" 12 1/2" 12 1/2" 12 1/2" 11' 8" 8' 8 1/2" ST-1 ST-1 PL-1 ST-1 3cm 15 1/4" B B A C A 14 1/2" B 91" B 170 3/4" 15 1/2" B 91" 4 1/2" B 10" A C B A C 6 3/4" 7cm 14 1/4" S2 S4 S3 33 8 A5.1.21 OPEN 32 31" 15" 9" 13" 25 1/2" 25" 25" 25" 25 1/2" 26" 25 1/4" 25 1/4" 25" 25" 25" 25" 25" 25" 25" 25" 25" 50" B A C A B B A B A C A B A C B B A C B A B C A B A B C A C A B A B 3cm 14" A B C B A A 5cm 10" C B B B 111 1/4" A C B C A A 22" 52 3/4" 7' 0 1/4" SC SD A3.2.14 2 A3.2.14 4 12 1/2" 12 1/2" A5.1.22 9 4 1/2" B 15 1/4" B B A C A 14 1/2" B 14 1/4" B 91" 15 1/2" B 5 1/2" 10 1/4" A 4 1/2" B 9 1/2" A C B A C 6 3/4" 3 1/2" B B 15 1/2" A A C B C A 112 3/4" B B B 16" 5cm 10" A A B C B A 3cm 14" B A B A C A C B A B A C B A B C A B B C A B A C A B A B B A C A B ST-3 2" 5 1/2" 20" 10 A ST-3 20" 5 1/2" 2" B SCALE: 1/2" = 1'-0" 3 CHAPEL WEST INT. ELEVATION INT. ELEVATION SCALE: 1/2" = 1'-0" 1 CHAPEL WEST FLOOR PLAN FLOOR PLAN SCALE: 2 A SOUTH SCALE: 1/2" = 1'-0" NORTH Main Chapel Plan & Elevation St. Callistus Chapel N-S Section at Columnbariums and Crypt UNDERCROFT -15' 7 8 9 10 2 A3.1.01 3 A3.1.01 ST-3 ST-3 ST-7 ST-7 109 BISHOP'S CRYPT 101 ST. CALLISTUS CHAPEL 105 VESTIBULE VESTIBULE 108A 1 A3.1.02 A9.5.01 2 A9.5.01 OPP. HAND A9.5.01 5 A9.5.01 4 OPEN ST-3 ST-7 ST-3 PL-1 ST-3 ST-7 ST-3 ST-7 ST-7 ST-3 ST-7 ST-3 PL-1 ST-3 ST-3 PL-1 ST-7 ST-3 ST-7 PL-3 OPEN 11' 4" 9 SB SC SD SE SF 7' 6" 54 UNDERCROFT -15' B C D E F G 1 A3.1.01 PL-1 PL-1 113 N CORRIDOR 110 N COLUMBARIUM 109 BISHOP'S CRYPT 108 S COLUMBARIUM 114 S CORRIDOR 023A ST-7 ST-7 ST-3 WB-1 PL-1 ST-3 MT-2 ST-3 7 7 GL-4 PL-1 PL-1 ST-3 ST-7 ST-3 MT-2 PL-1 PL-1 3' 0" 8' 0" -7' - 11" -4' - 7" 8' 6" 3' 4" 42 S1 S2 S4 S5 S3 UNDERCROFT -15' C D E F 1 A3.1.01 MT-1 ST-3 MT-1 AISLE 101 ST. CALLISTUS CHAPEL 103 N DEVOTIONAL SHRINE AISLE 109A 109B A9.5.02 1 A9.5.02 2 1 A3.1.04 2 A3.1.04 6 1A A5.01 ST-7 ST-7 ST-3 PL-1 ST-3 ST-3 ST-1 PL-1 ST-3 PL-1 PL-1 PL-3 PL-1 ST-7 ST-7 PL-3 1' 1" 9' 11" -4' - 11" -6' - 0" -4' - 3" 9' 11" 1' 1" 0' 8" ST-3 33 S2 S4 S3 LONGITUDINAL SECTION THROUGH VEST., CHAPEL & CRYPT SCALE: 1/4" = 1'-0" 2 TRANSVERSE SECTION THROUGH COLUMBARIUMS & CRYPT SCALE: 1/4" = 1'-0" 3 TRANSVERSE SECTION THROUGH CHAPEL & SHRINES

The above illustrative plan shows the clear organisation of spaces and extent of the detail stone flooring across the project. A large entry vestibule is flanked on two sides by smaller waiting rooms. The main chapel is further flanked flanked by two smaller shrines, one oval and one octagonal. Behind the chapel is the exclusive bishops crypt bordered on two sides by columnbariums. The columbariums are connected via corrdiors to the waiting rooms, offering an alternative circulation path.

17 Aman Sheth

Chapel Level Plan

Chapel Level RCP St. Callistus Chapel ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ 6 7 8 9 10 B C D E F G A3.1.01 106 STAIR VESTIBULE 105 VESTIBULE 107 S SIDE VESTIBULE 114 S CORRIDOR 108 S COLUMBARIUM 109 BISHOP'S CRYPT 110 N COLUMBARIUM 113 N CORRIDOR 103 N DEVOTIONAL SHRINE 8' 0" 7' 6" 8' 0" 7' 6" 11' 0" 11' 6" 11' 6" 11' 10" 11' 6" 11' 6" 101 ST. CALLISTUS CHAPEL 118 ELEVATOR VESTIBULE 115 I.T. ROOM 116 STORAGE 117 STORAGE 15' 3 1/2" 26' 10" 10' 6" 6' 7" 6' 0" 19' 8" 6' 7" 6' 7" 15' 3 1/2" 26' 10" 10' 6" 3/4" 7' 7/8" 7' 5 1/4" 7' 11/16" 7' 7/8" 21' 5" 5' 3/4" 5' 0" 6' 0" 11' 6" 12' 2" 11' 10" 11' 10" 11' 10" 11 2' 2" 2' 2" 9' 10 1/2" 22 22 22 11' 10" 11' 10" 11' 10" 11' 10" 11' 6" A3.1.02 A3.1.01 A9.5.04 A9.5.02 9' 9" 8' 1/2" 14' 5" 29' 5" 6' 9" 8' 3/4" 21' 1/4" 19' 8" 9' 4" 7' 6" 8' 0" 7' 8" 13' 9" 15' 1" 7' 7 7/8" 7' 7 7/8" OPEN TO DECK FLOOR-CEILING TYPE H (2-HR) 54 1/2" 9" 3' 3" 384 SF 108 S COLUMBARIUM OPEN TO DECK 39 7' 0" 18" 11' 8" 33' 0" 12' 4" 6' 3" 2' 0" 7' 1/2" 2' 0" 1A A5.01 11' 6" 11' 8 1/2" 11' 10" 8' 7" 8' 7" 8' 0" 11' 6" 11' 8" 11' 0" 9' 5" 51 51 51 51 FLUSH FLUSH FLUSH FLUSH 32" 9" 38 1/2" SA SB SC SD SE SF S1 S2 S4 S5 S3 LEGEND (E) WALLS WALLS TO BE DEMOLISHED FLOOR TO BE CHIP AND GRIND AND AS REQUIRED FOR NEW FLOOR FINISH 1/4" THICK PL-1S SOLID PIN STRIPE (CEILING) STONE GRAIN DIRECTION 1/4" THICK PT-1 SOLID PIN STRIPE - SEASIDE RESORT 1/4" THICK PT-2 SOLID PIN STRIPE - TUCSON -1S SOLID PIN STRIPE (WALL) PROTECT IN PLACE CEILING CEILING TO BE DEMOLISHED JOHNSON FAIN ISSUE DESCRIPTION DESCRIPTION SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER REVISION DESCRIPTION 7/21/2023 12:18:26 PM A9.2.01 UNDERCROFT LEVEL ENLARGED REFLECTED CEILING PLAN 21012 ST CALLISTUS CHAPEL 13280 CHAPMAN AVE, GARDEN GROVE,CA 92840 50% DD PRICING SET 100% DD SET PLAN CHECK SET OCFA PLAN CHECK IFC DRAFT VE DRAFT IFC SCALE: 1/4" = 1'-0" 1 F.F. UNDERCROFT REFLECTED CEILING PLAN KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 11 (E) COLUMN SHEET A5.1.22 DIAMOND PATTERN. SEE DETAIL SHEET A9.05.03 FOR PATTERN DETAILS. 51 PATCH AND REPAIR (E) CEILING. REV DESCR PTION

19 Aman Sheth Custom Stone Head & Jamb Details STONE CLADDING STONE BASE PER PLAN 1 1/2" 1" 1/2" 1/2" STONE HANGERS 1 1/4" 3" 1" 1/2" 1/4" VARIES PER WALL THICKNESS MORTAR/ADHESIVE 1/2" 1" 3 7/8" 2" 1/4" 2 3/4" 1" 2 1/4" PIVOT 1" 1/2" FRAMING AS REQ. ATTACHMENT AS REQ. PTD. GYPSUM BOARD 1 1/2" 1" 1/2" 1/2" 1 1/4" 3" 1" 1/2" 1/4" VARIES PER WALL THICKNESS 1/2" 1" 3 7/8" 2" MORTAR/ADHESIVE 3/4" 1" 1/2" FRAMING AS REQ. ATTACHMENT AS REQ. 1/2" 1" 7 1/2" 7 1/2" 7 1/2" 4" 4" 4" 4" 4" 4" DIAMOND METAL GRILL GLASS WHERE OCCURS; PER SCHEDULE. VOID WHERE NO GLASS DOOR LEVER METAL FRAME VERTICAL METAL GRILL 1/4" 1/8" 1/8" 1/2" 1/4" 1/4" 1/4" 1/2" 1/8" 14 13 SCALE: 3" = 1'-0" 9 JAMB DETAIL -3C SCALE: 3" = 1'-0" 10 HEAD DETAIL -3C SCALE: 3" = 1'-0" JAMB DETAIL -1 108B & 110A 108B & 110A STONE CLADDING STONE BASE 1 1/2" 3 1/4" 3" 3/4" 1 3/4" 1/2" 5/16" 1 1/2" 3" 1/2" 1/2" STONE CLADDING STONE BASE 1/2" 1/2" 1" 1 1/2" STONE HANGERS STONE HANGERS 4" 4" 1/4" 3/4" 1/2" 1/4" PIVOT 2 3/4" 3/4" 2 1/4" PER PLAN VARIES PER WALL THICKNESS ATTACHMENT AS REQ. FRAMING AS REQ. 1" 1 1/2" 4" 4" 1/4" 1/2" PER PLAN VARIES PER WALL THICKNESS STONE HANGERS STONE CLADDING PIVOT MORTAR/AD HESIVE 3/4" FRAMING AS REQ. 1 1/2" 3 1/4" 3" 3/4" 1/2" PTD. GYPSUM BOARD ATTACHMENT AS REQ. STONE CLADDING STONE BASE 1/2" 1" 1 1/2" STONE HANGERS PIVOT 1/4" 2 3/4" 2 1/4" PER PLAN ATTACHMENT AS REQ. FRAMING AS REQ. VARIES PER WALL THICKNESS OFFSET STONE STONE BASE PTD. GYPSUM BOARD PER PLAN 1/2" 2" 1 1/4" 3" 1" 1/2" 1/2" 3" 1 1/2" 2 1/2" STONE HANGERS 1/2" 1 1/8" 6 5/8" VARIES PER WALL THICKNESS 2" 1/2" ATTACHMENT AS REQ. FRAMING AS REQ. MT-1 2 1/2" PER PLAN 1 1/2" 3" 1" 3" 1 1/2" STONE HANGERS OFFSET STONE 2 1/2" FRAMING AS REQ. PTD. GYPSYM BOARD ATTACHMENT AS REQ. VARIES PER WALL THICKNESS 2 1/2" 2 7/16" 2" 1/2" 1/2" 2" 2 1/2" MT-1 PTD. GYPSUM BOARD MTL DOOR FRAME DOOR PER SCHEDULE ALIGN, TYP. FRAMING AS REQ. 1/4" 1 1/4" 1/2" ATTACHMENT AS REQ SMOKE SEAL TYPICAL PTD. GYPSUM BOARD MTL DOOR FRAME DOOR PER SCHEDULE FRAMING AS REQ. SEAL PER SCHEDULE SCHEDULE PER ATTACHMENT AS REQ 1/2" 1/2" 1" 4 1/2" SCALE: 3" = 1'-0" 1 JAMB DETAIL -2A SCALE: 3" = 1'-0" 5 JAMB DETAIL -3A SCALE: 3" = 1'-0" 6 HEAD DETAIL -3A SCALE: 3" = 1'-0" 2 HEAD DETAIL -2A SCALE: 3" = 1'-0" 3 JAMB DETAIL -2B JOHNSON FAIN ISSUE DESCRIPTION DESCRIPTION SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER COPYRIGHT © 2022 REVISION DESCRIPTION 7/21/2023 12:16:06 A5.1.18 DOOR DETAILS 21012 ST CALLISTUS CHAPEL 13280 CHAPMAN AVE, GROVE,CA 92840 PLAN CHECK SET OCFA PLAN CHECK IFC DRAFT VE DRAFT IFC 109-A & 109-B 109-A & 109-B 108A & 110B 101A-PH, 101C-PH 101A-PH, 101C-PH 106B 106A-PH, 106B 10 9 REV DESCRIPT STONE CLADDING STONE BASE 1 1/2" 3 1/4" 3" 3/4" 1 3/4" 1/2" 5/16" 1 1/2" 3" 1/2" 1/2" STONE HANGERS 4" 4" 1/4" 3/4" 1/2" 1/4" PIVOT 2 3/4" 3/4" 2 1/4" PER PLAN VARIES PER WALL THICKNESS 1" 1 1/2" 4" 4" 1/4" 1/2" PER PLAN VARIES PER WALL THICKNESS STONE HANGERS STONE CLADDING PIVOT MORTAR/AD HESIVE 3/4" FRAMING AS REQ. 1 1/2" 3 1/4" 3" 3/4" 1/2" PTD. GYPSUM BOARD ATTACHMENT AS REQ. STONE CLADDING STONE BASE 1 1/2" 1" 1/2" 1/2" STONE CLADDING STONE BASE 1/2" 1" 1 1/2" STONE HANGERS STONE HANGERS PIVOT 1/4" 2 3/4" 2 1/4" PER PLAN ATTACHMENT AS REQ. FRAMING AS REQ. 1 1/2" 3 1/4" 3" 3/4" 1/2" 3/4" 1 3/4" 1/2" 5/16" 1/4" VARIES PER WALL THICKNESS PIVOT 3/4" FRAMING AS REQ. ATTACHMENT AS REQ. 1 1/2" 3 1/4" 3" 3/4" 1/2" 1/2" 1/2" 3/4" 1 3/4" 4" 4" VARIES PER WALL THICKNESS 1/2" 2" 1/2" 1 1/8" 6 5/8" VARIES PER WALL THICKNESS 2" ATTACHMENT AS REQ. MT-1 2 1/2" 1 1/2" 3" 1" STONE HANGERS OFFSET STONE FRAMING AS REQ. 1/2" 6 SCALE: 3" = 1'-0" 2 HEAD DETAIL -2A SCALE: 3" = 1'-0" 3 JAMB DETAIL -2B SCALE: 3" = 1'-0" 4 HEAD DETAIL -2B JOHNSON FAIN ISSUE DESCRIPTION DESCRIPTION DATE SHEET TITLE ARCHITECT PLOT STAMP REVISION DESCRIPTION DOOR DETAILS ST CALLISTUS CHAPEL 13280 CHAPMAN AVE, GARDEN GROVE,CA 92840 PLAN CHECK SET OCFA PLAN CHECK IFC DRAFT VE DRAFT IFC 12/16/22 05/03/23 05/25/23 06/26/23 07/07/23 109-A & 109-B 108A & 110B 108A & 110B 101A-PH, 101C-PH REV DESCRIPTION DATE STONE CLADDING STONE BASE PER PLAN 1 1/2" 1" 1/2" 1/2" STONE HANGERS 1 1/4" 3" 1" 1/2" 1/4" VARIES PER WALL THICKNESS MORTAR/ADHESIVE 1/2" 1" 3 7/8" 2" 1/4" 2 3/4" 1" 2 1/4" PIVOT 1" 1/2" FRAMING AS REQ. ATTACHMENT AS REQ. PTD. GYPSUM BOARD PER PLAN 1 1/2" 1" 1/2" 1/2" 1 1/4" 3" 1" 1/2" 1/4" VARIES PER WALL THICKNESS 1/2" 1" 3 7/8" 2" MORTAR/ADHESIVE STONE HANGERS STONE CLADDING 3/4" 1" 1/2" PTD. GYPSYM BOARD FRAMING AS REQ. ATTACHMENT AS REQ. 1/2" 1" WHERE NO GLASS 1/4" 1/8" 1/2" 1/4" 1/4" 1/4" 1/2" 1/8" 1/2" 1/2" 3" 1 1/2" 1 1/2" 3 1/4" 3" 3/4" 1/2" 1/4" 1/2" 1 1/8" 1 3/8" 1 1/2" 3 15/16" 1 1/8" 1 3/8" 1 1/2" 3 1/4" 0" 2 1/2" 1/2" 1/2" 1 1/2" STONE BASE STONE CLADDING WALL AS SHOWN IN PLAN 1'1 1/4" PLASTER FINISH 3" 3/4" 1/2" 1/4" GRILL DOOR 0' - 3 1/4" 14 13 SCALE: 3" = 1'-0" 9 JAMB DETAIL -3C SCALE: 3" = 1'-0" 10 HEAD DETAIL -3C SCALE: 3" = 1'-0" JAMB DETAIL -1 SCALE: 3" = 1'-0" HEAD DETAIL -1 108B & 110A 108B & 110A

Columnbarium St. Callistus Chapel

21 Aman Sheth

Entry Vestibule

Project: CNB National Bank

Site: Beverly Hills, California

Program: Corporate Office

Employer: JOHNSON FAIN

Details: SD Phase, Historic Council, Pricing

Status: On Hold

Notes:

Johnson Fain was commissioned by City National Bank to renovate their 1950’s built corporate headquarters in Los Angeles, a 7 story building in Beverly Hills, California. The project involved major upgrades to the building envelope, typical floor plan and structural system which in turn triggered a voluntary seismic upgrade for the building.

3 . CNB National Bank

23 Aman Sheth

CNB NATIONAL BANK Beverly Hills, California

Design Criteria

The exploded axonometric drawing explains the different systems involved in the project.

NEW SOLAR PANELS NEW WINDOW WALL SYSTEM NEW ROOF & INSULATION NEW PLANTERS SEE LANDSCAPE NEW STOREFRONT SYSTEM NEW STONE CLADDING NEW ENTRY CANOPY NEW EXTERIOR STAIR AND STEEL ENCLOSURE NEW METAL PANEL FACADE & INSULATION NEW GARAGE EXHAUST NEW ROOF & INSULATION NEW LANDSCAPE PAVERS AND PLANTING SEE LANDSCAPE REHABILITATE EXISTING SIGNAGE NEW METAL PANEL PENTHOUSE NEW SHOTCRETE SHEAR WALL REINFORCING SEE STRUCTURE DRAWINGS NEW BRACE FRAMES & FOUNDATIONS SEE STRUCTURE DRAWINGS NEW TOILET CORE NEW ROOF REINFORCING SEE STRUCTURE DRAWINGS NEW FLOOR AND ROOF REINFORCING SEE STRUCTURE DRAWINGS NEW METAL COLUMN COVERS NEW STONE SILLS NEW STOREFRONT SYSTEM NEW STONE CLADDING NEW ENTRY CANOPY NEW STOREFRONT SYSTEM NEW GLASS SLIDING WALL NEW GLASS GUARD RAIL NEW LOUVERS ADD COMPLIANT HANDRAILS AND GUARD RAILS TO STAIRS ADD COMPLIANT HANDRAILS AND GUARD RAILS TO STAIRS NEW CANE DETECTION RAIL NEW FLAT METAL PANEL

CNB National Bank

25 Aman Sheth

Ground Level Plan UP DN UP DN UP UP A 1 2 3 B C D E F H I K 4 5 6 7 J G 1 A4.1.01 1 A4.1.02 24' 0" 24' - 0" 24' - 0" 24' 0" 24' 0" 5' 8" 18' 4" 24' - 0" 18' - 4" 5' 8" 256' 4 1/4" 7.88 257' - 2 1/2" 257' 2 1/2" DN DN 1 A3.1.01 1 A3.1.02 A3.1.03 A3.1.04 21' 3" 33' 6" 24' 0" 24' 0" 24' 0" 22' 6" 2.9 1.1 122 SF CONCIERGE 217 83 SF Room 218 83 SF Room 219 112 SF Room 220 263' 0" 258' - 2 1/2" RAMP DOWN 2 A4.1.03 PROPERTY LINE PROPERTY LINE EDGE OF EXISTING SIDEWALKS UP 258' - 2 1/2" 257' 2 1/2" 1 2 3 6 8 8 7 4 A4.3.07 8 12 12 12 12 11 11 6 11 15 6 16 30 SCALE: 1/8" = 1'-0" 1 GROUND FLOOR PLAN KEYNOTE KEY VALUE KEYNOTE 1 LINE OF 2 (E) ELECTRICAL 3 (E) TRASH 6 STRUCTURAL MORE 7 LINE ON 8 LANDSCAPE DETAILS. 1124" HIGH BRACING 12ADD COMPLIANT 15SHEAR 16(E) FIRE 30STAIR TO BE

The ground level of the building is split into two major spacescommercial office to the west and branch bank to the east.

The above demo and proposed wal section show the profile of the current and propsoed design of the building facade.

LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" 1 LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" LEVEL BASEMENT 246' - 1 1/2" 4' 6" 13' 0" 13' 0" 13' 0" 18' 0" 11' 1" R3 D12 D10 D16 D23 LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" A LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" LEVEL BASEMENT 246' - 1 1/2" ADJACENT BUILDING 18' 0" 13' 0" 13' 0" 13' 0" 6" R2 19 EXISTING NEW CONSTRUCTION DEMOLISHED CONCRETE SHEAR WALL LEGEND GENERAL NOTES: 1. THE BUILDING IS EQUIPPED THROUGHOUT WITH AN EMERGENCY VOICE ALARM COMMUNICATION SYSTEM ANY PARTS NEED TO BE RELOCATED OR REPLACED TO ACCOMPLISH THE WORK. 2. THE BUILDING IS SPRINKLERED THROUGHOUT. ANY PARTS THAT NEED TO BE RELOCATED SHOULD BE REPLACED WITH NEW PARTS. 3. WINDOW WALL ON LEVELS 2- SHOULD INCLUDE OPERABLE WINDOWS IN THE SAME PERCENTAGE AS EXISTING. 4. ADD COMPLIANT HANDRAILS AND GUARDRAILS TO ALL (E STAIRS AS NEEDED. JOHNSON FAIN ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION DATE SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER NOT FOR CONSTRUCTION 8/29/2022 4:01:39 PM A1.4.03 DEMO WALL SECTION 21010 400 N ROXBURY DR. 400 N ROXBURY DRIVE, BEVERLY HILLS, CA 90210 SD PRICING SET 08/29/2022 SCALE: 1/4" = 1'-0" 1 TYPICAL NORTH-WEST DEMO WALL SECTION SCALE: 1/4" = 1'-0" 2 TYPICAL EAST-WEST DEMO WALL SECTION KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 19(E) TIE BACK TO REMAIN. TYPICAL. D10DEMOLISH (E) WINDOW SYSTEM. MAINTAIN CONCRETE SPANDREL; TYPICAL. D12DEMOLISH (E) BUILDING FACADE. MAINTAIN CONCRETE SPANDREL BEHIND; TYPICAL. D16DEMOLISH (E) STONE CLADDING WITHOUT DAMAGING STRUCTURAL WALL BEHIND. D23CHIP AS NEEDED BETWEEN GRIDS C AND E TO EXPOSE E) STEEL STRUCTURE AND ALLOW FOR NEW STRUCTURAL MEMBERS AND CONNECTIONS. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS. R2REMOVE AND STORE (E) SIGNAGE; TO BE REFURBISHED AND RE-ATTACHED PER PROPOSED DRAWINGS. R3REMOVE AND STORE (E) ATM; TO BE RE-ATTACHED. PROTECT IN-PLACE; CONTRACTOR TO CONFIRM WITH OWNERSHIP. SPANDREL SECTIION FLOOR SPANDREL SECTIION REV DESCR PT ON DATE LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" 1 LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" LEVEL BASEMENT 246' - 1 1/2" 4' 6" 13' 0" 13' 0" 13' 0" 18' 0" 11' 1" R3 D10 D16 D23 LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" A LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" LEVEL BASEMENT 246' - 1 1/2" ADJACENT BUILDING 18' 0" 13' 0" 13' 0" 13' 0" 4' 6" 19 SCALE: 1/4" = 1'-0" 1 TYPICAL NORTH-WEST DEMO WALL SECTION SCALE: 1/4" = 1'-0" 2 TYPICAL EAST-WEST DEMO WALL SECTION KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 19(E) TIE BACK TO REMAIN. TYPICAL. D10DEMOLISH (E) WINDOW SYSTEM. MAINTAIN CONCRETE SPANDREL; TYPICAL. D12DEMOLISH (E) BUILDING FACADE. MAINTAIN CONCRETE SPANDREL BEHIND; TYPICAL. D16DEMOLISH (E) STONE CLADDING WITHOUT DAMAGING STRUCTURAL WALL BEHIND. D23CHIP AS NEEDED BETWEEN GRIDS C AND E TO EXPOSE STEEL STRUCTURE AND ALLOW FOR NEW STRUCTURAL MEMBERS AND CONNECTIONS. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS. R2REMOVE AND STORE (E) SIGNAGE; TO BE REFURBISHED RE-ATTACHED PER PROPOSED DRAWINGS. R3REMOVE AND STORE (E) ATM; TO BE RE-ATTACHED. PROT IN-PLACE; CONTRACTOR TO CONFIRM WITH OWNERSHIP. (E) FIRST FLOOR SPANDREL SECTIION (E) TYPICAL FLOOR SPANDREL SECTIION 1 4' 6" 13' 0" 13' 0" 13' 0" 18' 0" 1.1 METAL PANEL WATER PROOFING INSULATION (E) CONCRETE STONE INSULATION ROOFING WATER PROOFING INSULATION METAL PANEL (E) CONCRETE STONE STONE INSULATION TRESPA GLASS CANOPY LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" E LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" 2 SCALE: 1/4" = 1'-0" 3 NORTH-SOUTH WALL SECTION AT BRANCH BANK ENTRY SCALE: 1/4" = 1'-0" 4 ENLARGED SOUTH ELEVATION AT BRANCH BANK ENTRY SCALE: 1/4" = 1'-0" 2 ENLARGED WEST ELEVATION. LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" 4' 6" 13' 0" 13' 0" 13' 0" 18' 0" D23 EXISTING NEW CONSTRUCTION DEMOLISHED CONCRETE SHEAR WALL LEGEND GENERAL NOTES: 1. THE BUILDING IS EQUIPPED THROUGHOUT WITH AN EMERGENCY VOICE ALARM COMMUNICATION SYSTEM ANY PARTS NEED TO BE RELOCATED OR REPLACED TO ACCOMPLISH THE WORK. 2. THE BUILDING IS SPRINKLERED THROUGHOUT. ANY PARTS THAT NEED TO BE RELOCATED SHOULD BE REPLACED WITH NEW PARTS. 3. WINDOW WALL ON LEVELS 2-8 SHOULD INCLUDE OPERABLE WINDOWS IN THE SAME PERCENTAGE AS EXISTING. 4. ADD COMPLIANT HANDRAILS AND GUARDRAILS TO ALL (E STAIRS AS NEEDED. ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION DATE NOT FOR CONSTRUCTION SD PRICING SET 08/29/2022 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 19(E) TIE BACK TO REMAIN. TYPICAL. D10DEMOLISH (E) WINDOW SYSTEM. MAINTAIN CONCRETE SPANDREL; TYPICAL. D12DEMOLISH (E) BUILDING FACADE. MAINTAIN CONCRETE SPANDREL BEHIND; TYPICAL. D16DEMOLISH (E) STONE CLADDING WITHOUT DAMAGING STRUCTURAL WALL BEHIND. D23CHIP AS NEEDED BETWEEN GRIDS C AND E TO EXPOSE (E) STEEL STRUCTURE AND ALLOW FOR NEW STRUCTURAL MEMBERS AND CONNECTIONS. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS. R2REMOVE AND STORE (E) SIGNAGE; TO BE REFURBISHED AND RE-ATTACHED PER PROPOSED DRAWINGS. R3REMOVE AND STORE (E) ATM; TO BE RE-ATTACHED. PROTECT IN-PLACE; CONTRACTOR TO CONFIRM WITH OWNERSHIP. REV DESCRIPT ON DATE

Demo Wall Section Proposed Wall Section CNB National Bank LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" LEVEL 7 340' - 2 1/2" LEVEL 8 353'ROOF 366' - 2 1/2" T.O.P.246' - 1 1/2" 4' 13' 0" 13' 0" 18' 0" 11' 1" R3 D12 D10 D16 D23 LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" 246' - 1 1/2" ADJACENT BUILDING 18' 0" 0" 13' 0" 13' 0" 4' 6" R2 19 1 TYPICAL NORTH-WEST DEMO WALL SECTION 2 TYPICAL EAST-WEST DEMO WALL SECTION KEY VALUE KEYNOTE TEXT D10DEMOLISH (E) WINDOW SYSTEM. MAINTAIN CONCRETE SPANDREL; TYPICAL. D12DEMOLISH (E) BUILDING FACADE. MAINTAIN CONCRETE SPANDREL BEHIND; TYPICAL. D16DEMOLISH (E) STONE CLADDING WITHOUT DAMAGING STRUCTURAL WALL BEHIND. D23CHIP AS NEEDED BETWEEN GRIDS C AND E TO EXPOSE STEEL STRUCTURE AND ALLOW FOR NEW STRUCTURAL MEMBERS AND CONNECTIONS. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS. R2REMOVE AND STORE (E) SIGNAGE; TO BE REFURBISHED RE-ATTACHED PER PROPOSED DRAWINGS. R3REMOVE AND STORE (E) ATM; TO BE RE-ATTACHED. PROT (E) FIRST FLOOR SPANDREL SECTIION (E) TYPICAL FLOOR SPANDREL SECTIION 1 4' 6" 13' 0" 13' 0" 13' 0" 18' 0" 1.1 METAL PANEL WATER PROOFING INSULATION (E) CONCRETE STONE INSULATION ROOFING WATER PROOFING INSULATION METAL PANEL (E) CONCRETE STONE STONE INSULATION TRESPA GLASS CANOPY LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" E LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" 2 SCALE: 1/4" = 1'-0" 3 NORTH-SOUTH WALL SECTION AT BRANCH BANK ENTRY SCALE: 1/4" = 1'-0" 4 ENLARGED SOUTH ELEVATION AT BRANCH BANK ENTRY SCALE: 1/4" = 1'-0" 2 ENLARGED WEST ELEVATION.

27 Aman Sheth

LEVEL 1 257' - 2 1/2" LEVEL 2 275' - 2 1/2" LEVEL 3 288' - 2 1/2" LEVEL 4 301' - 2 1/2" A B C D E F H I K LEVEL 5 314' - 2 1/2" LEVEL 6 327' - 2 1/2" LEVEL 7 340' - 2 1/2" LEVEL 8 353' - 2 1/2" ROOF 366' - 2 1/2" T.O.P. 370' - 8 1/2" J G LEVEL BASEMENT 246' - 1 1/2" 24' 0" 24' 0" 24' 0" 24' 0" 24' - 0" 5' - 8" 18' 4" 24' - 0" 18' 4" 5' 8" 4' 6" 13' 0" 13' 0" 13' 0" 13' 0" 13' 0" 13' 0" 13' 0" 18' 0" ST-1 MT-3 ST-2 MT-1 MT-2 MT-9 GL-2 GL-1 GL-3 MT-5 GL-1 GL-1 ST-2 MT-8 MT-4 MT-8 SCALE: 1/8" = 1'-0" SOUTH ELEVATION AT ROXBURY DR.

Roxbury Dr. Elevation

Project: Paramount Library

Site: Paramount, California

Program: Library

Employer: JOHNSON FAIN

Details: SD - CD, Construction Administration

Status: In Construction

Notes:

Johnson Fain was commisioned by LA County Public Works and LA County Library to undertake a comprehensive renovation of Paramount Library.

The primary goal of the renovation project was to transform the existing space into a modern, dynamic, and welcoming hub that caters to the diverse needs of the community. The design aims to enhance the overall functionality, accessibility, and aesthetic appeal of the library, creating an engaging environment that encourages learning, collaboration, and community interaction.

4 . Paramount Library

PARAMOUNT LIBRARY

Paramount, California

29 Aman Sheth

The main lobby feature wall is fitted with a living wall.

Paramount Library

Main Lobby

31 Aman Sheth Floor Plam D E 19' 9" 19' 9" D2 D2 D3 D4 5 A3.1.01 4 A3.1.01 1 A3.1.01 2 A3.1.01 2 A4.1.01 1 A4.1.02 A B C D E 1 2 3 4 5 6 7 SEE SHEET 1 / A2.3.01 SEE SHEET 3 / A2.3.01 SEE SHEET 2 / A2.3.01 SEE SHEET 4 / A2.3.01 SEE SHEET 1 A2.3.01 244 SF LOBBY 101 4667 SF LIBRARY 102 110 SF STUDY 103 110 SF STUDY 104 57 SF STORAGE 105 55 SF RESTROOM 106 104 SF OFFICE 107 600 SF STAFF OFFICE 108 501 SF COMMUNITY ROOM 109 61 SF VESTIBULE 112 41 SF ELEC. ROOM 113 43 SF STORAGE 114 230 SF STAFF LOUNGE ROOM 115 95 SF MCR 116 62 SF CUSTODIAL 117 205 SF WOMEN'S 118 225 SF MEN'S 119 319 SF (E)MECH ROOM E3 94 SF (E)ELEC/EQUIP ROOM E2 66 SF (E)BOILER ROOM E1 44 SF STORAGE 110 19 SF A/V 111 23' - 4" 21' - 10" 21' - 10" 21' - 10" 21' - 10" 23' - 4" 19' 9" 19' 9" 19' 9" 19'9" SEE SHEET 1 / A3.2.01 SEE SHEET 13 / A3.2.01 109 111 110 105 106 112 113 114 115 116 117 119 118 112B 108 SOFFIT ABOVE SOFFIT ABOVE CEILING ABOVE CUSTOM DESK SEE SHEET A2.3.01 CEILING ABOVE 2 A4.1.02 3 A4.1.02 4 A4.1.02 2 3 4 A5.1.01 11 9 A5.3.01 (E)COOLING TOWER 1 A4.1.01 101 102 104 103 107 102B GLASS PANEL BARRIER GL-1. SEE DETAIL 12/A5.3.01 PROVIDE SHELVING UNIT AS NECESSARY PER LIBRARY REQUIREMENT SCALE: 1/8" = 1'-0" 2 DEMOLITION PLAN SCALE: 1/8" = 1'-0"

PROPOSED FLOOR PLAN

Window Details Paramount Library PT GYP BD WALL REFER TO FOR FINISH CEILING WHERE OCCURS REFER TO RCP ALUMINUM GLAZING ACOUSTIC SEAL PROVIDE SOILD CENTERLINE OF LINE OF FRAME REFER LINE OF FINISH LINE OF STATIONARY PANEL BEYOND DOOR - REFER TO SCHEDULE DOOR PER SCHEDULE H.M. DOUBLE RABBET HEAD W/ INSULATED FILL , RATING AS SCHEDULED INTERIOR BATT INSULATION AS REQ'D PLYWOOD SHEATHING PER STRUCT. 5/8" TYPE "X" GYP. BD., PTD. SCHEDULED WALL TYPE PER SMOKE SEAL PER SCHEDULE 1 FINISH DOOR PER SCHEDULE 1/4" BLOCKING PAINT TO 1 COLOR 1/2" MDF BACKING 2" 4" (E) EXTERIOR WALL 1/2" DIA THREADED ROD PER STRUCTURAL ANCHOR PER STRUCTURAL 1/4" PAINTED GALVANISED STEEL BENT PLATE HSS PER STRUCTURAL INSULATED GLAZING LOW PROFILE WINDOW FRAME SEALANT 5/8" GYP. BOARD WALL PER PLAN WATERPROOFING MEMBRANE 2X6 WOOD FRAMING STUD 1/4" REGLET PAINT TO MATCH GYP FINISH 1' 1 7/8" GROUT PACK SLOPE 1/8" TO 1' SLOPE 1/8" TO 1' (E) EXTERIOR WALL 1/2" DIA THREADED ROD PER STRUCTURAL ANCHOR PER STRUCTURAL 1/4" PAINTED GALVANISED STEEL BENT PLATE HSS PER STRUCTURAL INSULATED GLAZING LOW PROFILE WINDOW FRAME SEALANT 5/8" GYP. BOARD WALL PER PLAN WATERPROOFING MEMBRANE 2X6 WOOD FRAMING STUD 1/4" REGLET PAINT TO MATCH GYP FINISH 2 1/4" 2 1/4" WEEP HOLE, 1" DIA. TYP. GROUT PACK SCALE: 3" = 1'-0" HOLLOW METAL DOOR HEAD SCALE: 3" = 1'-0" WINDOW HEAD SCALE: 3" = 1'-0" WINDOW JAMB PT GYP BD WALL REFER TO FOR FINISH CEILING WHERE OCCURS REFER TO RCP ALUMINUM GLAZING ACOUSTIC SEAL PROVIDE SOILD CENTERLINE OF LINE OF FRAME REFER PROVIDE SOLID BLOCKING LINE OF STATIONARY PANEL BEYOND DOOR - REFER TO SCHEDULE FINISH TRANSITION OCCURS AT CENTER OF DOOR DOOR PER SCHEDULE H.M. DOUBLE RABBET HEAD W/ INSULATED FILL , RATING AS SCHEDULED INTERIOR BATT INSULATION AS REQ'D PLYWOOD SHEATHING PER STRUCT. 5/8" TYPE "X" GYP. BD., PTD. SCHEDULED WALL TYPE PER 1 FINISH DOOR PER SCHEDULE 1/4" BLOCKING PAINT TO 1 COLOR 1/2" MDF BACKING 2" 4" (E) EXTERIOR WALL 1/2" DIA THREADED ROD PER STRUCTURAL ANCHOR PER STRUCTURAL 1/4" PAINTED GALVANISED STEEL BENT PLATE HSS PER STRUCTURAL INSULATED GLAZING LOW PROFILE WINDOW FRAME SEALANT 5/8" GYP. BOARD WALL PER PLAN WATERPROOFING MEMBRANE 2X6 WOOD FRAMING STUD 1/4" REGLET PAINT TO MATCH GYP FINISH 1' 1 7/8" GROUT PACK SLOPE 1/8" TO 1' SLOPE 1/8" TO 1' (E) EXTERIOR WALL 1/2" DIA THREADED ROD PER STRUCTURAL ANCHOR PER STRUCTURAL 1/4" PAINTED GALVANISED STEEL BENT PLATE HSS PER STRUCTURAL INSULATED GLAZING LOW PROFILE WINDOW FRAME SEALANT 5/8" GYP. BOARD WALL PER PLAN WATERPROOFING MEMBRANE 2X6 WOOD FRAMING STUD 1/4" REGLET PAINT TO MATCH GYP FINISH 2 1/4" 2 1/4" WEEP HOLE, 1" DIA. TYP. GROUT PACK SCALE: 3" = 1'-0" HOLLOW METAL DOOR HEAD SCALE: 3" = 1'-0" WINDOW HEAD SCALE: 3" = 1'-0" WINDOW JAMB

East Elevation

Building Elevations

The 50’s mid-century inspired building features an array of windows placed at varying heights and of varying sizes to enhance both the exterior and the interior space.

33 Aman Sheth

F.F. 0' - 0" CEILING 13' - 0" T.O. FASCIA 14' - 6" ROOF 18' - 6" 1 2 3 4 5 6 7 JF.4 JF.4 F.F. 0' - 0" CEILING 13' - 0" T.O. FASCIA 14' - 6" ROOF 18' - 6" 1 2 3 4 5 6 7 2 JF.4 JF.4 PARAMOUNT LIBRARY SCALE 1/4" = 1'-0" EXTERIOR ELEVATIONS JF.2 DESIGN DEVELOPMENT 2021-10-12 SCALE: 1/4" = 1'-0" 1 EAST ELEVATION SCALE: 1/4" = 1'-0" 4 WEST ELEVATION West Elevation MAIN ENTRY

Project: 16 Fifth Avenue

Site: Greenwich Village, Manhattan,New York, USA

Program: Luxury Condominiums

Employer: Robert A.M. Stern

Details: DD-CD Phases

Status: In Construction

Notes:

16 Fifth Avenue is a 224 feet, 19- story luxury residential tower located in Greenwich Village, Manhattan, New York. The Flemish Bond brick facade with juliet balconies, stone cornices, deorative fluted pilasters along with a modern metal orangery structure on the south crown emulates the multiple architectural styles found in the Greenwich Village Historic district in which the project is located. The east crown is adorned by a unique triple arched window with a juliet balcony. Portions of the building’s upper floors are set back on the east facade to create private outdoor terraces for select residences.

16 Fifth Avenue 5 .

New York, NY

35 Aman Sheth

16 FIFTH AVENUE - GREENWICH VILLAGE (LUXURY CONDOMINIUMS)

The enlarged South Crown above shows the 17th and 18th floor penthouse. The living room on the upper level forms the centre of the crown. The exterior has been designed as a modern interpretation of an orangery which opens up onto a 400 sq.ft. terrace.

16 Fifth Avenue

South Crown

Portions of the building’s upper floors are set back on the east facade to create private outdoor terraces for select residences. The several different variations of balconies, juliet balconies and stone cornices adorns this elevation of the building.

37 Aman Sheth

A simple symmetric window placement along the south elevation is topped with the orangery structure and private terrace forming the crown of the building. South Elevation East Elevation (Fifth Ave. Elevation)

16 Fifth Avenue

Enlarged Entry Base

39 Aman Sheth

Stone Cornice Details

16 Fifth Avenue

41 Aman Sheth

Orangery Documentation at 100% DD

16 Fifth Avenue

Amenity Lounge

43 Aman Sheth

Gym and Yoga Room

Project: 8th & Figueroa Tower

Site: Downtown Los Angeles, USA

Program: Residential + Mixed Use Development

Employer: JOHNSON FAIN

Details: DD Phase

Status: Completed

Notes:

The 41-story residential tower is situated on a prominent one acre site, the 8th & Figueroa mixeduse project enjoys a highly visible position on the western edge of downtown Los Angeles. The 424,489 square foot project includes 438 residential units and approximately 7,500 square feet of ground floor commercial spaces. A mix of studio, one and two bedroom units are provided. Six levels of parking, three subterranean and three aboveground, provide 519 parking spaces. The roof of the parking podium serves as a residential amenity level featuring a pool, fitness room, lounge, dining area, meeting and game rooms. Residential units are located on levels seven through 40 and the roof features a landscaped deck with an indoor lounge. Key sustainability measures include a high performance façade, low flow plumbing fixtures, low water demand landscape design, building materials with recycled content and a close proximity to major transit systems. The project broke ground in May 2020 and is set for completion by May 2024.

8th & Figueroa Tower 6 .

45 Aman Sheth

8TH & FIGUEROA TOWER (MIXED USE DEVELOPMENT) Los Angeles, CA

8th & Figueroa Tower

North Elevation

47 Aman Sheth

West Elevation East Elevation

Project: IMT ICON

Site: Sherman Oaks, Los Angeles, USA

Program: Mixed Use Development

Employer: JOHNSON FAIN

Details: SD-CD Phase, Permitting, Construction

Administration

Status: In Construction

Notes:

The first phase of the project includes the seismic upgrade and renovation of the former Sunkist Headquarters in Sherman Oaks, California. The building, originally designed by A.C. Martin is now deemed a historic building. The project restores the landmark modernist building, pays tribute to the region’s agricultural heritage and integrates it into a pedestrian-centric urban village. The historic 126,674 square foot office building will be re-imagined as a creative office environment, surrounded by gardens and outdoor gathering spaces and centered on the historic central atrium, replanted and refurnished.

The second phase of the project includes the design of two new residential buildings with approximately 190,000 Sq. Ft of residential area made up of 250 units and 30,000 Sq. Ft of retail area. The unit mix comprises of Studio’s, 1-Bedroom, 2-Bedroom and select townhome units. The ground floor includes a generous leasing office along with several resident amenity spaces such as a work lounge, mail room and cafe. The building has been designed in accordance with the design and building service requirements of a high end grocer who accounts for 70% of the retail space of the project.

The two residential buildings, have at Podium Level a pool deck and an outdoor recreational area for the residents respectively. The highest rated corner 2-bedroom units have been designed with a floor to ceiling storefron system at the corner to maximize natural light and corner views.

IMT ICON Sherman Oaks 7 .

Los Angeles, CA

49 Aman Sheth

IMT SHERMAN OAKS (MIXED USE DEVELOPMENT)

step massing down one story

remove building ‘c’

Massing Diagram

rotate ourtyards 180 degrees increased setback

relocate parking garage and limit left handed turn

reove central plaza, add new linear park

The above diagram shows the change in massing of the project based on feedback received from the neighbors and the community.

IMT ICON Sherman Oaks

51 Aman Sheth ICON Sherman Oaks 14130 & 14154 W. Riverside Drive, Sherman Oaks, CA 91423 ILLUSTRATIVE PLAN LEGEND OPEN SPACE CALCULATIONS Arrival Plaza and Monument Entry Drive w/ Date Palms Retail Streetscape Entry Garden w/ Ramp Pedestrian Plaza Arrival Steps Retail Plaza Townhome Gardens Residential Entry Plaza Landscape Buffer Seating Garden Garden Plaza w/ Water Feature Sunkist Courtyard Hazeltine Park Terraced Gardens Rain Garden Riverfront Park/Open Space Native Garden Path Bike Parking 1 1 2 2 3 3 4 4 5 5 5 5 5 5 5 5 6 6 6 7 7 8 8 8 9 9 10 10 10 11 11 11 11 11 12 12 12 13 13 14 14 15 15 15 16 16 16 17 17 18 19 18 EXISTING SUNKIST BUILDING RIVERSIDE DRIVE LOS ANGELES RIVER US 101 RESIDENTIAL/RETAIL BUILDING A RETAIL 1,895 SF RETAIL 1,600 SF RETAIL 2,210 SF RETAIL 4,000 SF RETAIL 15,035 SF RETAIL 2,730 SF RESIDENTIAL BUILDING B PARKING STRUCTURE PARKING HAZELTINE AVENUE CALHOUN AVENUE OPEN SPACE REQUIRED: 100 SF per unit for units rooms (excluding kitchen) 100 SF x 201 units = 125 SF per unit for units (excluding kitchen) 125 SF x 48 units = 6,000 OPEN SPACE REQUIRED TOTAL: COMMON AREA REQUIRED: PRIVATE AREA: 50 SF Minimum 6’ in any Direction, Maximum Towards Total OPEN SPACE PROVIDED: PARCEL 1 Landscape Open Space: Occupiable Common Space: Total Open Space: PARCEL 2 Landscape Open Space: Occupiable Common Open Private Open Space: Total Common Open Space: Total Open Space with 50 SF/Unit Private Space: 19 19 19 19 19 19 19 19

Building B Ground Floor Plan

Building B of the IMT Mixed Use project has the main entrance to the project (being called Citrus Commons). It houses the leasing centre and mail room. It also has a retail component namely a cafe and boutique shops. Also situated along the north face and west face are townhome units each with a semi-private outdoor patio.

UP DN 19 17 16 15 14 13 12 A B C D E 18 A3.2.05 G RES. TRASH ROOM CORRIDOR 624 SF CAFE 339 SF LOBBY 14,620 SF RESIDENTIAL PARKING B120 MAIL ROOM 156 SF FLEX ROOM 423 SF WORK BREAK OFFICE 174 SF OFFICE B158 99 SF MENS B155 WOMENS 1,825 SF RETAIL B166 2,000 SF RETAIL B163 TELE B167 SHOP A6.1.05 A6.1.06 1 MECHANICAL ROOM B121 471 SF LOBBY LOUNGE B152 805 SF LOBBY LOUNGE VESTIBULE A6.1.07 A6.1.08 3 A6.1.09 9 31' 4" 30' 31' 30' 2" 31' 4" 14' STORAGE STORAGE TELE B113 B1 B1 A2 B1 B1 C2 B1 B1 B1 B109 B1.1 B1 B1 6' 1/8" ELECTRICAL ROOM B-120H B-187B B-162C I-05 I-13 I-11 B-123 I-04 B-126B B-186B B-120B B-109B B-126A B-105A B-103A B-102A STORAGE B124 RESTROOM B125 BIKE STORAGE B-107B B-111B B-111A 6.25% B-165B B-120F B-187A B-186A B-120A 660' 0" 663' 0" 660' 0" RECYCLE B168 A8.3.01 3 A8.3.01 LOBBY CORRIDOR STORAGE B131 B-140B B-130 B-162B B-120L POOL EQUIP. ROOM TRASH ROOM B129 I-15 DN S6 SD C14 2 C14 C14 SP S6 1 S6 SD C14 SP S6 1 SP SP S6 M01 S6 S6 S6 S6 S6 S C14 2 C14 M02 M02 S6 S6 S6 SP 2 C14 2 SP 1 S6 C14 2 SP SP 2 M02 1 M02 1 C14 SD 1 S6 S6 S6 SP SF6 SF6 SF6 SF6 SF6 SF6 SF6 1 B-104A STAIR B5 1' 1" 10" 3' 3" MS1 10" 2 10" 10" 11" 1' 1/2" 10" COVERED DN B-165A B-163A 168' 430 453 453 453 066 206 205 403 452 088 452 417 451 453 030 035 036 205 205 205 205 206 206 030 206 206 457 457 457 205 454 401 650 416 14' 5/8" 119 B-189 768 768 2' 7" A8.1.02 Sim Sim A8.1.02 Sim Sim L.5 L.5 D.13 D.16 D.16 D.17 D.18 D.14 D.16 D.14 D.16 D.16 D.14 D.14 D.14 L.6 L.9 L.11 10 A5.3.31 STAIR B2 B186 STAIR B1 B185 CIRCULATION CORRIDOR STAIR B4 STAIR B3 STAIR B6 ELEV. B3 B197 ELEV. B1 B195 ELEV. B2 B196 WOMENS B156A WOMENS B156B 8.33% 2 HOUR RATED WALL AREA, PLANTER EMERGENCY DRAIN. SEE PLUMBING PLAN LEGEND INTAKE VENT EXHAUST VENT HOSE BIBB WINDOW TYPES, SEE A8.03 WALL TYPES, SEE A9.01 -A9.03 PLANTING AREA, SEE LANDSCAPING DWGS. 2 EP2 A.1 101A DOOR TYPES, SEE A8.02 & A8.02.1 1. REFER TO SHEET A0.3.00 CODE ANALYSIS FOR FIRE RESISTANCE RATING REQUIREMENT. 2. REFER TO A2 SERIES FOR ENLARGED UNIT PLANS. 4.PROVIDE APPROVED SMOKE & FIRE DAMPERS @ DUCT PENE PER SEC. 717. 5.ALL DOOR OPENINGS IN A FIRE RATED CORRIDOR SYSTEM SHALL BE PROTECTED WITH A SELFCLOSING, 20 MIN. FIRE-RATED SMOKE DRAFT CONTROL A 716.5.3.1, U.N.O. 6.SEE ID SERIES DWGS. FOR UNIT, MAIN LOBBY, & AMENITY SPACES INTERIOR FINISHES. 8.PROVIDE FIRE EXTINGUISHER & CABINET PER GENERAL NOTES. 9.PLASTER FINISH TO ALIGN @ CORRIDOR WALL CEILING SEE RCP DWGS. FOR EXTENT. 11.SEE ENLARGED FLOOR PLANS & MECH. DWGS. FOR UNIT OSA & EXHAUST LOCATIONS. 12.SEE ENLARGED FLOOR PLANS & CODE ANALYSIS SHEETS FOR INTERIOR FIRE RATED WALL 14.SEE SHEET A5.2.01 FOR TYPICAL FIRE RATED DETAILS GENERAL NOTES JOHNSON REVISION DESCRIPTION SHEET TITLE ARCHITECT PLOT STAMP PROJECT NUMBER KEYPLAN RESIDENTIAL BLDG PARKING STRUCTURE 12/23/2019 A2.2.11 FLOOR GROUND 19004 IMT DEVELOPMENT 14130 & SHERMAN SCHEMATIC 100% DESIGN 50% CONSTRUCTION ISSUE FOR PLAN PRICING SET SCALE: 1/8" = 1'-0" 1 FLOOR PLAN -BLDG B GROUND LEVEL REV KEYNOTE LEGEND 020DOUBLE PULL SECTION & CONC. PAD. 030HARDSCAPE, REFER TO LANDSCAPE DWGS. 036LONG-TERM BIKE RACKS. 066MOTORIZED OVERHEAD HIGH-SPEED GRILLE. 088MECH. SHAFT, SEE MECH. DWGS. DECK. @ 36"O.C. 205PLANTER AREA, SEE LANDSCAPE DWGS. 206PLANTER BOX, TYP., SEE LANDSCAPE DWGS. 401CONC. COLUMN, SEE STRUCT. DWGS. 403LINE OF BUILDING ABOVE. 416ANNUNCIATOR PANEL. 418SECURITY GATE. 430LINEAR TRENCH DRAIN, FLUSH W/ CONCRETE SLAB, SEE STRUCT. DWGS. FOR REBAR SPACING AND PLUMB. DWGS. FOR TRENCH SPECIFICATION. 435LINE OF CONC. COL. DROP PANEL ABOVE. SEE STRUCT. DWGS FOR SIZE AND LOCATION. 452OSA INTAKE LOUVER, SEE MECH. DWGS. 453EXHAUST LOUVER, SEE MECH. DWGS. 454CONC. TOPPING SLAB CONTROL JOINT, SEE LANDSCAPE MAX. 2% CROSS SLOPE, TYP., SEE STRUCT. & LANDSCAPE 768WALL MOUNTED 1" TUBE STEEL BARRIER GATE W/ SELF-CLOSING HINGES @ LEVEL OF EXIT

The above drawing is part of the 90% CD set submitted to the Los Angeles Building Department for permitting.

IMT ICON Sherman Oaks

Building A of the IMT Mixed Use project contains the larger retail portion of the project. The majority of the floor plan is taken up by a high-end grocer. There is also dedicated square footage for restaurants. The ground floor also houses a Business Lounge for use by the tenants of the project.

53 Aman Sheth UP UP UP UP 1 A B C E F 31' 30' 2" 31' 4" 30' 2" 31' 14' 5" 660' 0" 1,265 SF CORRIDOR A122 1,572 SF RETAIL 2,072 SF RETAIL A111 D 4,013 SF BUSINESS A113 A6.1.03 1 A6.1.04 1 GO BACK AREA 179 SF TRASH ROOM 380 SF MECHANICAL A120 COMMERCIAL TRASH 95 SF TELE A121 MAIL ROOM 79 SF RESTROOM A103 466 SF LOBBY A101 BUSINESS LOUNGE A5.3.11 TYP. A-111B A-182A A-122A RECYCLE 242 SF RESIDENTIAL TRASH A124 DN G A-122B 2.2 3.2 4.2 5.2 30' 2" 21' 2" 21' 1/2" 1' 11 1/2" 28' 2 1/2" 1' 11 1/2" 28' 2 1/2" 1' 11 1/2" 28' 2 1/2" 1' 11 1/2" 28' 2 1/2" 14' 6" BOTTOM OF CURB A6.2.02 A6.2.01 A-123 A-120A A-115 A-120B I-20 A-122E A-125B A-101 STAIR A5 A184 A-110A 16.08% 0.96% % 8.33% 8.33% 15.83% A-114A A-114B A-116C I-17 A-122F A-184 A-110E A-116B D.1 D.6 STAIR A1 A180 SV SV 660.00 654.00 SV C16 SV SV M02 SP 2 C14 C14 SP SA SA C18 SA C14 SP 2 SA SV SA 2 SP 2 SA SV C16 SA 2 SA SA C14 SA 2 M02 2 SA SA SA 2 NOTE: SEE INTERIOR DWG 660' 0" 660' 0" 656' 1/2" 656' 6 1/2" 654' 0" NOTE: SEE INTERIOR DWG NOTE: SEE INTERIOR DWG 1 C14 A-113 A-122C A-122J 064 066 430 065 105 430 452 401 205 205 035 207 030 077 168' 9" 207' 7/16" ELEVATOR LOBBY 493 435 416 655.37 655.37 035 119 035 035 A-181B 768 546 654' 0" LOADING DOCK RAMP 1,158 SF LOADING DOCK CORRIDOR A125 345 SF DOCK STAGING A128 069 101 M02 L.1 L.2 A5.3.71 16 TYP 1 A5.4.11 TYP A5.4.11 ELEV. A1 A191 STAIR A3 ELEV. A4 A194 ELEV. A3 A193 LOBBY ELEV. A2 STAIR A4 I-18 I-19 ESISTANCE RATING REQUIREMENT. 2. REFER TO A2 SERIES FOR ENLARGED UNIT PLANS. 4.PROVIDE APPROVED SMOKE & FIRE DAMPERS @ DUCT PENE PER SEC. 717. 5.ALL DOOR OPENINGS IN A FIRE RATED CORRIDOR SYSTEM SHALL BE PROTECTED WITH A SELF716.5.3.1, U.N.O. 6.SEE ID SERIES DWGS. FOR UNIT, MAIN LOBBY, & AMENITY SPACES INTERIOR FINISHES. 8.PROVIDE FIRE EXTINGUISHER & CABINET PER GENERAL NOTES. 9.PLASTER FINISH TO ALIGN @ CORRIDOR WALL CEILING SEE RCP DWGS. FOR EXTENT. 11.SEE ENLARGED FLOOR PLANS & MECH. DWGS. FOR UNIT OSA & EXHAUST LOCATIONS. 12.SEE ENLARGED FLOOR PLANS & CODE ANALYSIS SHEETS FOR INTERIOR FIRE RATED WALL 14.SEE SHEET A5.2.01 FOR TYPICAL FIRE RATED DETAILS GENERAL NOTES HOUR RATED WALL HOUR RATED WALL CMU WALL CONCRETE WALL AREA, PLANTER EMERGENCY DRAIN. SEE PLUMBING PLAN LEGEND INTAKE VENT STOREFRONT TYPES, SEE A8.04 HOSE BIBB WINDOW TYPES, SEE A8.03 WALL TYPES, SEE A9.01 -A9.03 PLANTING AREA, SEE LANDSCAPING DWGS. D.3A DOOR TYPES, SEE A8.02 A8.02.1 N JOHNSON REVISION DESCRIPTION SHEET TITLE PLOT STAMP PROJECT NUMBER KEYPLAN RESIDENTIAL BLDG PARKING STRUCTURE 12/23/2019 A2.2.05 FLOOR GROUND 19004 IMT DEVELOPMENT 14130 & SHERMAN SCHEMATIC 100% DESIGN 50% CONSTRUCTION ISSUE FOR PLAN PRICING SET SCALE: 1/8" = 1'-0" 1 FLOOR PLAN -BLDG A GROUND LEVEL REV KEYNOTE LEGEND 030HARDSCAPE, REFER TO LANDSCAPE DWGS. 032GAS METERS, SEE PLUMB. DWGS. 065MOTORIZED OVERHEAD HIGH-SPEED COILING GRILLE W/ 14'-6" MIN. VERTICAL CLEARANCE. 077PARKING CONTROL. 088MECH. SHAFT, SEE MECH. DWGS. 101TRASH ENCLOSURE CONC. CURB, 6"W. X 6"H.. 119SHORT-TERM BIKE STORAGE RACKS ANCHORED TO CONC. DECK. @ 36"O.C. 205PLANTER AREA, SEE LANDSCAPE DWGS. 401CONC. COLUMN, SEE STRUCT. DWGS. 416ANNUNCIATOR PANEL. 430LINEAR TRENCH DRAIN, FLUSH W/ CONCRETE SLAB, SEE STRUCT. DWGS. FOR REBAR 435LINE OF CONC. COL. DROP PANEL ABOVE. SEE STRUCT. DWGS FOR SIZE AND LOCATION. 450SLAB BREAK LINE, TYP., SEE STRUCT. DWGS. 452OSA INTAKE LOUVER, SEE MECH. DWGS. 493LINE OF SOFFIT ABOVE. 546FLOOR DRAIN, SLOPE FLOOR TO DRAIN @ 2% MAX. CROSS SLOPE, SEE PLUMB. DWGS. 764STANDPIPE (CLASS COMBINATION), MAINTAIN 44" CLR. PATH @ STAIR LANDING, TYP. 768WALL MOUNTED 1" TUBE STEEL BARRIER GATE W/ SELF-CLOSING HINGES @ LEVEL OF EXIT DISCHARGE ONLY, PTD TO MATCH STAIR.

The above drawing is part of the 90% CD set submitted to the Los Angeles Building Department for permitting. Buidling A Ground Floor Plan

A B C E D 7 6 5 1 9 4 2 657' 6" LINE OF RIVERSIDE DRIVE 2 A4.2.01 2 1 A4.2.01 A4.4.01 - -MTMT-3 MT-3 GLXL-12.2 3.2 4.2 5.2WD-1 4 12' D.4 D.3 SEE SHEET 9 A5.3.11 MT646 024 650 651 659 659 680 651 678 649 582 A5.3.53 2 A5.3.53 BLDG A PODIUM BLDG A 04 LEVEL BLDG A 05 LEVEL +706.13 MSL BLDG A ROOF +716.33 MSL BLDG B GROUND +660.00 MSL +721.08 MSL 4' 9" 10' 1/2" 10' 1/2" 10' 1/2" 10' 1/2" 15' 11' 0" A5.3.21 TYP 4 A5.3.21 TYP B1 WEST +638.00 MSL A5.3.21 1 A5.3.53 A6.3.02 TYP1.PROVIDE ANTI-GRAFFITI COATING ON FIRST 9' OF PERIMETER EXTERIOR WALLS MEASURED FROM FINISH GRADE @ EXTERIOR WALLS AND DOORS, U.N.O., LA 2.SEE EXTERIOR ACOUSTICS REPORT FOR REQUIRED STC/ OITC RATINGS OF EXTERIOR WINDOWS, STOREFRONTS, & DOORS. 3.SEE ENLARGED FLOOR PLANS FOR WINDOW TYPES. 4.SEE ENLARGED ELEVATIONS FOR EXTERIOR FINISHES & ADDITIONAL INFORMATION. CMU-1, 25% CMU-2, & 15% CMU-1. 6.SEE A5.3.01 FOR TYPICAL PLASTER DETAILS. GENERAL NOTES BUILDING A -EAST ELEVATION SCALE: 1/8" = 1'-0" 1 BUILDING A -NORTH ELEVATION KEYNOTE LEGEND 035SHORT-TERM BIKE RACKS. 401CONC. COLUMN, SEE STRUCT. DWGS. 453EXHAUST LOUVER, SEE MECH. DWGS. 582GLAV. MTL. COPING, 4% SLOPE MIN., PTD. 646PERFORATED METAL PANEL. 649SCHEDULED WINDOW, SEE ENLARGED FLOOR PLANS AND WINDOW TYPES SHEET A7.2.01. 650SCHEDULED ALUMINUM STOREFRONT GLAZING SYSTEM. 659PLASTER REVEAL, SEE SHEET A5.3.01 FOR TYPICAL DE 68042"H. MTL. GUARDRAIL, PTD. SEE 2/A5.3.52, TYP. BLDG A PODIUM MSL BLDG A 03 LEVEL +685.71 MSL BLDG A 04 LEVEL +695.92 MSL +706.13 MSL +721.08 MSL +716.33 A B C E F MSL BLDG A GROUND +660.00 MSL BLDG A RETAIL +654.00 648' 0" LINE OF HAZELTINE AVE. D MSL +657.00 XCP-4MT-4 -MTXL-1 XL-1 G XCP-5 XCP-6 MT-4 GL-2 MT-3 GLD.1 D.2SEE SHEET 9 A5.3.11 MT- 678 650 650 401 453 035 18 A5.3.01 TYP 17 A5.3.01 TYP 7 6 5 1 9 4 2 LINE OF RIVERSIDE DRIVE 648' 0" 2 A4.2.01 A4.3.03 2 1 A4.2.01 XCP- MT- XCP-3MT-3 MT-3- MT-3 2.2 3.2 4.2 5.2 XL-A5.3.53 12' 6" D.3 D.5 9 A5.3.11651 680 651 035 649 1 2 BLDG A PODIUM +675.50 MSL BLDG 03 LEVEL +685.71 MSL BLDG A 04 LEVEL +695.92 MSL BLDG A 05 LEVEL BLDG A ROOF BLDG B GROUND +660.00 MSL BLDG A T.O. PARAPET +721.08 MSL 10' 1/2" 10' 1/2" 10' 1/2" 10' 1/2" 15' 6" 11' A5.3.21 4 A5.3.21 B1 WEST +649.00 MSL B2 WEST 1 1 TYP. A6.3.02 TYP TYP TYP MT-1 MT-1 FINISH GRADE @ EXTERIOR WALLS AND DOORS, U.N.O., LAMC SEC. 91.6306. 2.SEE EXTERIOR ACOUSTICS REPORT FOR REQUIRED STC/ OITC RATINGS OF EXTERIOR WINDOWS, STOREFRONTS, & DOORS. 3.SEE ENLARGED FLOOR PLANS FOR WINDOW TYPES. 5.ALL EXTERIOR CMU VENEER PATTERN IS MIXTURE OF 60% CMU-1, 25% CMU-2, & 15% CMU-1. GENERAL NOTES SCALE: 1/8" = 1'-0" 2 BUILDING A -EAST ELEVATION SCALE: 1/8" = 1'-0" 1 BUILDING A -NORTH ELEVATION KEYNOTE LEGEND 401CONC. COLUMN, SEE STRUCT. DWGS. 453EXHAUST LOUVER, SEE MECH. DWGS. 582GLAV. MTL. COPING, 4% SLOPE MIN., PTD. 646PERFORATED METAL PANEL. 649SCHEDULED WINDOW, SEE ENLARGED FLOOR PLANS AND WINDOW TYPES SHEET A7.2.01. 650SCHEDULED ALUMINUM STOREFRONT GLAZING SYSTEM. 651SCHEDULED VINYL SLIDING DOOR. 659PLASTER REVEAL, SEE SHEET A5.3.01 FOR TYPICAL DETAIL. 678CMU VENEER. 68042"H. MTL. GUARDRAIL, PTD. SEE 2/A5.3.52, TYP. Elevations IMT ICON Sherman Oaks

55 Aman Sheth MSL BLDG A PODIUM +675.50 MSL BLDG A 03 LEVEL +685.71 MSL BLDG A 04 LEVEL +695.92 MSL BLDG A 05 LEVEL +706.13 MSL BLDG A T.O.PARAPET +721.08 MSL BLDG A ROOF +716.33 MSL BLDG A GROUND +660.00 15' 6" 10' 2 1/2" 10' 2 1/2" 10' 1/2" 10' 2 1/2" 4' 9" B1 A501 B1 A401 B1 A301 B1 A201 A5.3.71 10 A5.3.71 9 A5.3.71 4 A5.3.01 19 A5.3.52 1 TYP. TYP. A5.7.01 2 ELEVATOR LOBBY A127 A5.6.02 1 SIM. SCALE: 1/4" = 1'-0" 3 BUILDING A -WALL SECTION AT ALUMINUM FIN SCALE: 1/4" = 1'-0" 4 BUILDING A -WEST ELEVATION AT ALUMINUM FIN Wall Section through Balcony Exterior Rendering at East Campus Entrance

IMT ICON

Exterior Rendering at Grocer Entrance

Sherman Oaks

57 Aman Sheth TYPICAL FLOOR/ CEILING ASSEMBLY DROPPED CORRIDOR SOFFIT BEYOND 2X12 FLOOR JOIST, SEE STRUCT. DWGS. SCHEDULED WALL PER PLAN 1% M N S E 1% N SLOPE 1% M N S E BI-LEVEL FLOOR DRAIN 9'-0 3/4", A.F.F. 8'-2 1/2", A.F.F. 10'-2 1/2" 0' 11 1/4" 0' 3/4" 1' 7/8" 2X10 FLOOR JOIST, SEE STRUCT. DWGS. ALIGN A5.3.51 3 TYPICAL FLOOR/ CEILING ASSEMBLY DROPPED CORRIDOR SOFFIT 2X12 FLOOR JOIST, SEE STRUCT. DWGS. SCHEDULED WALL PER PLAN 9'-0 3/4" 8'-2 1/2" 10'-2 1/2" 1' 7/8" 2X10 FLOOR JOIST AS REQ'D, SEE STRUCT. DWGS. 1/4" 0' 8" 0' 1/8" JOIST BAY SCHEDULED FLOOR TILE FILTER FABRIC SECURED WITH SSTL HOUSE CLAP AROUND DRAIN THROAT WATERPROOF MEMBRANE DUEL LEVEL DRAIN ASSEMBLY PLYWOOD SUBFLOOR DRAINAGE MAT JOHNSON FAIN ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER KEYPLAN RESIDENTIAL RESIDENTIAL BLDG B OFFICE PARKING STRUCTURE 12/23/2019 8:05:34 PM A5.3.51 WOOD BALCONY DETAILS 19004 IMT RESIDENTIAL DEVELOPMENT 14130 & 14154 W RIVERSIDE SHERMAN OAKS, CA SCHEMATIC DESIGN PRICING 100% DESIGN DEVELOPMENT 50% CONSTRUCTION DOCUMENTS ISSUE FOR PLAN CHECK PRICING SET REV DESCRIPTION SCALE: 1 1/2" = 1'-0" 1 EXTERIOR CORRIDOR DETAIL SCALE: 1 1/2" = 1'-0" 2 COVE DETAIL @ TYP. CORRIDOR SCALE: 3" = 1'-0" 3 BI-LEVEL FLOOR DRAIN ON WOOD BALCONY NOT USED TYPICAL FLOOR/ CEILING ASSEMBLY DROPPED CORRIDOR SOFFIT BEYOND 2X12 FLOOR JOIST, SEE STRUCT. DWGS. SCHEDULED WALL PER PLAN 1% M N SLO % N SLOPE 1% M N SLO BI-LEVEL FLOOR DRAIN 9'-0 3/4", A.F.F. 8'-2 1/2", A.F.F. 10'-2 1/2" 0' 11 1/4" 0' 3/4" 1' 7/8" 2X10 FLOOR JOIST, SEE STRUCT. DWGS. ALIGN A5.3.51 3 TYPICAL FLOOR/ CEILING ASSEMBLY DROPPED CORRIDOR SOFFIT 2X12 FLOOR JOIST, SEE STRUCT. DWGS. SCHEDULED WALL PER PLAN 9'-0 3/4" 8'-2 1/2" 10'-2 1/2" 1' 7/8" 2X10 FLOOR JOIST AS REQ'D, SEE STRUCT. DWGS. 1/4" 0' 8" 0' 1/8" JOIST BAY SCHEDULED FLOOR TILE FILTER FABRIC SECURED WITH SSTL HOUSE CLAP AROUND DRAIN THROAT 215 MIL HOT RUBBERIZED ASPHALT DUEL LEVEL DRAIN ASSEMBLY PLYWOOD SUBFLOOR DRAINAGE MAT JOHNSON FAIN ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER KEYPLAN RESIDENTIAL RESIDENTIAL BLDG B OFFICE PARKING STRUCTURE 12/23/2019 8:05:34 PM A5.3.51 WOOD BALCONY DETAILS 19004 IMT RESIDENTIAL DEVELOPMENT 14130 & 14154 W RIVERSIDE SHERMAN OAKS, CA SCHEMATIC DESIGN PRICING 100% DESIGN DEVELOPMENT 50% CONSTRUCTION DOCUMENTS ISSUE FOR PLAN CHECK PRICING SET REV DESCRIPTION SCALE: 1 1/2" = 1'-0" 1 EXTERIOR CORRIDOR DETAIL SCALE: 1 1/2" = 1'-0" 2 COVE DETAIL @ TYP. CORRIDOR SCALE: 3" = 1'-0" 3 BI-LEVEL FLOOR DRAIN ON WOOD BALCONY NOT USED NOT USED NOT USED NOT USED NOT USED EXTERIOR BALCONY 2" ALIGN 1/2" A5.3.61 9 EXTERIOR PLASTER STRUCTURAL FRAMING. REFER TO STRUCT. PTD. STEEL EMBED PLATE FLUSH TO FACE OF PLASTER. SEE STRUCTURAL FOR LOAD REQ. PAINTED TO MATCH PLASTER COUNTERSUNK LAG BOLTS, TYP. REFER STRUCT., SET ALL BOLTS IN SEALANT, TYP.PANEL PER ELEVATION 2" X 3" STEEL TUBE VERTICAL POST, PAINTED TYP. WIRE MESH SCREEN 1' 0" 3" 1' 6" 3" 6" 2' 1/2" FINISH FLOOR 3" 3" 3" 3" 3" 3" 3" STEEL ANGLE TOP RAIL 3" X 3" X 1/2", PAINTED, TYP. STEEL ANGLE BOTTOM RAIL 3" X 3" X 1/2", PAINTED, TYP. 6" FASTENER PER WINDOW/DOOR PER SCHEDULE 9 PLASTER FASCIA AROUND EMBED PLATES, PAINTED GALVANIZED FLASHING, PAINTED TO MATCH PLASTER EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. TO NEXT VERTICAL LINE OF BALCONY EDGE/EMBED LINE OF BALCONY EDGE FLASHING C L 4" MAX. TYP. C L STEEL ANGLE PTD. TYP. - TIE STEEL CORNER ANGLE 2" X 2" X 1/2", PTD. TYP. STEEL BAR 1 PAINTED, TYP. A5.3.52 3 1 A5.3.52 TYP. STEEL ANGLE BOTTOM RAIL 2" X 2" X 1/2", PAINTED, TYP. STEEL BAR VERTICAL 2 1/2" X 1/2", PAINTED, STEEL PLATE WELDED TO EMBED PLATE & STEEL BAR POST, PAINTED, TYP. 1/2" 3" XL-1 COMPOSITE PANEL PER ELEVATION 5" 1/2" MANUFACTURER 3" X 2" TUBE STEEL VERTICAL POST WELDED TO EMBED PLATE, PAINTED TYP. ALIGN 6" STEEL EMBED PLATE @ EACH POST, SEE STRUCTURAL 3" 3" CL 14 A5.3.52 3" X 2" TUBE STEEL WELDED TO EMBED PLATE, PAINTED TYP. 3" X 2" TUBE STEEL VERTICAL POST WELDED TO EMBED PLATE, PAINTED TYP. LINE OF BALCONY EDGE FLASHING LINE OF BALCONY EDGE/EMBED PLATE A5.3.52 3" 1" LINE OF BALCONY WINDOW/DOOR UNIT WINDOW FRAME WIRE MESH BEHIND PANEL WIRE MESH BEHIND PANEL 6" 3" 3" 3" FINISH FLOOR 2' 0 1/2" 6" 3" 1' 6" 3" 1' 0" 3" 3" 3" XL-1 COMPOSITE PANEL FASTENER PER MANUFACTURER VERTICAL STEEL SUPPORT WIRE MESH 3' 6" (BEHIND) 3"1" 3" 3" EMBED PLATE (BEHIND) FACE OF 3"x4" STEEL ANGLE TOP RAIL (BEHIND) 3"x4" STEEL ANGLE BASE RAIL (BEHIND) FLASHING, PAINTED (BEHIND) 4" MAX. 2" X 2" X 1/2", PTD. TYP. C L C L LINE OF FLAT EMBED PLATE, REFER STRUCT. STEEL TUBE, TYP. FINISH FLOOR 3' 6" EXTERIOR PLASTER BEYOND STRUCTURAL FRAMING, REFER STRUCT. STEEL ANGLE BOTTOM RAIL 2" X 2" X 1/2", PAINTED, TYP. COUNTERSUNK LAG BOLTS, TYP. REFER STRUCT., SET ALL BOLTS IN SEALANT, TYP. PTD. STEEL EMBED PLATE FLUSH TO FACE OF FOR LOAD REQ. STEEL BAR 1 1/2" X 1/2" PAINTED, TYP. STEEL BAR VERTICAL POST 2 1/2" X 1/2", PAINTED, TYP. EXTERIOR PLASTER, SEE ELEVATIONS FOR FINISH ROOF LEVEL ALIGN EXTERIOR PLASTER STEEL PLATE WELDED TO EMBED PLATE & STEEL BAR POST, PAINTED TYP. STEEL ANGLE FRAME 2" X 2" X 1/2", PTD. TYP. ROOF MEMBRANE OVER RIGID INSULATION OVER PLYWOOD SHEATHING SHEET METAL PARAPET CAP, PAINTED TO MATCH GUARDRAIL 2" 6" 8" MIN. EXTERIOR PLASTER, SEE ELEVATIONS FOR FINISH ROOF LEVEL WD-1 RAINSCREEN, SEE ELEVATION ROOF MEMBRANE OVER PLYWOOD SHEATHING SHEET METAL PARAPET CAP, PAINTED TO MATCH GUARDRAIL 8" MIN. STRUCTURAL FRAMING. REFER TO STRUCT. PTD. STEEL EMBED PLATE FLUSH TO FACE OF PLASTER. SEE STRUCTURAL FOR LOAD REQ. COUNTERSUNK LAG BOLTS, TYP. REFER STRUCT., SET ALL BOLTS IN SEALANT, TYP. XL-1 COMPOSITE 2" X 3" STEEL TUBE VERTICAL POST, PAINTED TYP. WIRE MESH SCREEN 1' 0" 3" 1' 6" 3" 6" 2' 0 1/2" 3" 3" 3" 3" 3" 3" 3" STEEL ANGLE TOP RAIL 3" X 3" X 1/2", PAINTED, TYP. 4' 8" FASTENER PER MANUFACTURER 3" 11" 3" 3" A5.3.21 1 SIM. SCALE: 1 1/2" = 1'-0" BUILDING A -STEEL SCALE: 1 1/2" = 1'-0" 11 BUILDING A CORNER BALCONY SCALE: 1 1/2" = 1'-0" BALCONY RAILING SCALE: 1 1/2" = 1'-0" 13 BALCONY PANEL RAILING PLAN DETAIL SCALE: 1 1/2" = 1'-0" 14 PANEL RAILING ENLARGED ELEVATION SCALE: 1 1/2" = 1'-0" BALCONY RAILING SCALE: 1 1/2" = 1'-0" 25 BUILDING A -STEEL GUARDRAIL @ ROOF SCALE: 1 1/2" = 1'-0" 27 BUILDING A -PANEL GUARDRAIL @ ROOF Floor Assembly Details

Project: Vista Del Mar

Site: Los Angeles, USA

Program: Therapeutic Performing Arts Theatre

Employer: AUX Architecture

Details: SD-CD Phases, Permitting

Status: Completed

Notes:

The project is a renovation and addition to an existing building on the Vista Del Mar campus in Los Angeles, CA. The project converts an existing Church Building into a Therapeutic Performing Arts Centre for children with special needs.

The 300 seat theatre is the heart of the project with various rehearsal and practice spaces, classrooms and other programs surrounding it.

The design intent of the facade was to develop a play of transparencies so that any movement within can be seen from the outside thus attarcting more people to the building.

VDM: Therapeutic Performing Arts Theatre

VDM: THERAPEUTIC PERFORMING ARTS THEATRE Los Angeles, CA

59 Aman Sheth 2018.04.06 THERAPEUTIC ARTS & DANCE CENTER AUX ARCHITECTURE

The project is broken up into the existing spaces to be re-used, the new addition, public and landscaped areas and the central performing space.

OF EXISTING VOLUMES &

NEW LANDSCAPE CONFIGURATION AND ENTRIES PERFORMANCE SPACES ADDITION OF NEW VOLUMES 2017.10.27 CENTER AUX ARCHITECTURE

REUSE

PUBLIC SPACES

VDM: Therapeutic Performing Arts Theatre

Axo Diagram Study

DISTRIBUTION DIAGRAMS: 3 DIMENSIONAL VIEW

DIMENSIONAL VIEW

THEATRE

T1 THEATRE/AUDITORIUM

REHEARSAL SPACE / CLASSROOM

LOWER LEVEL PROGRAM DISTRIBUTION

NOTE:

T1 THEATRE/AUDITORIUM

REHEARSAL SPACE / CLASSROOM

T2 STAGE

T2 SR WING

E1 CLASSROOM / REHEARSAL ROOM

T2 SR WING

T2 SL WING

E2 CLASSROOM / REHEARSAL ROOM

T2 SL WING

E3 DRESSING ROOMS / RESTROOMS

E5 CLASSROOM

E1 CLASSROOM / REHEARSAL ROOM

E2 CLASSROOM / REHEARSAL ROOM

E3 DRESSING ROOMS / RESTROOMS

E5 CLASSROOM

THEATRE SUPPORT SUPPORT

TS1-TS3 CONTROL ROOM

SUPPORT

TS4 STORAGE

TS6 COSTUME / PROP STORAGE

B1 BREAK ROOM / GREEN ROOM

TS6 COSTUME / PROP STORAGE

TS7 VESTIBULE

B2 MAINTENANCE ROOM

TS7 VESTIBULE

TS8 VESTIBULE

B5 OFFICE

TS8 VESTIBULE

B6 PUBLIC RESTROOMS

B7 MECHANICAL / UTILITY ROOM

B8 ARTIST’S LOBBY

LOBBY

B1 BREAK ROOM / GREEN ROOM

B2 MAINTENANCE ROOM

B5 OFFICE

B6 PUBLIC RESTROOMS

B7 MECHANICAL / UTILITY ROOM

B8 ARTIST’S LOBBY

B11 CIRCULATION THEATRE & BLDG. SUPPORT

B12 CIRCULATION LOBBY

B11 CIRCULATION THEATRE & BLDG. SUPPORT

B13 CIRCULATION THEATRE SUPPORT

LOBBY

B12 CIRCULATION LOBBY

L1 LOBBY - LOWER

B13 CIRCULATION THEATRE SUPPORT

L1 LOBBY - LOWER

B14 TERRACE

L2 LOBBY - FRONT OF HOUSE

L3 BOX OFFICE

B15 LOADING DOCK

L3 BOX OFFICE

B16 MECHANICAL ROOM

B17 MECHANICAL ROOM

B18 MECHANICAL ROOM

B14 TERRACE

B15 LOADING DOCK

B16 MECHANICAL ROOM

B17 MECHANICAL ROOM

B18 MECHANICAL ROOM

NOTE:

Refer to program summary for Area (SF)

GLORYA KAUFMAN THERAPEUTIC ARTS & DANCE CENTER

Axo Program Diagram

The above diagram shows the program breakup of the new building. The program is broken down into 5 major categoriesTheatre, Theatre Support, Lobby, Rehearsal and Support Spaces.

UPPER LEVEL PROGRAM DISTRIBUTION

61 Aman Sheth

UPPER LEVEL PROGRAM DISTRIBUTION LOWER LEVEL PROGRAM DISTRIBUTION L3 B6 TS1 B13 TS2 TS3

2018.01.16 ARTS & DANCE CENTER AUX ARCHITECTURE

Refer to program summary

Area

UPPER LEVEL PROGRAM DISTRIBUTION LOWER LEVEL PROGRAM DISTRIBUTION T1 L2 L3 B17 B6 B6 B5 T2 T2 T2 TS1 B13 TS2 TS3 TS4 TS8 TS6 E1 E3 E3 B12 B2 B5 L1 B11

for

(SF)

Lower Level Plan FIXTURES APPLIANCES & EQUIPMENT CHANNEL FRAME MIRROR A01._ WALL-MOUNTED TOILET F01._ MATERIALS FLOORS CONCRETE FLOOR, PER SPECS EXTERIOR WALLS (E) STUCCO; PATCH & REPAIR, POLYCARBONATE PANELS, INTERIOR FINISHES NOT USED NOT USED ROOF FINISHES 001 (N) ASPHALT SHINGLES R 002 001 E 004 E 003 E 001 F 001 RECESSED TOILET SEAT COVER NAPKIN DISPOSAL, AND TOILET A02._ SURFACE-MOUNTED SOAP A03._ SURFACE-MOUNTED MULTI-ROLL DISPENSER A04._ WALL-HUNG URINAL F02._ RECESSED PAPER TOWEL RECEPTACLE A05._ WALL-MOUNTED SINK F03._ 002 (N) BUILT UP ROOF, PER SPECS R TERRAZZO FLOOR, PER SPECS F 002 CERAMIC TILE FLOOR, PER F 004 NOT USED F 003 CERAMIC TILE WALL, PER F 005 VINYL COMPOSITION TILE F 008 CERAMIC FLOOR, PER SPECS F 006 CERAMIC WALL, PER SPECS F 007 CARPET, PER SPECS F 009 SPRUNG FLOOR SYSTEM; F 011 SPRUNG FLOOR SYSTEM; F 012 PAVERS, PER SPECS F 013 POWDER COATED ALUMINUM, E 005 STUCCO, PER SPECS E 002 STUCCO, PER SPECS CARPET, PER SPECS F 010 MILLWORK MILLWORK M01.01 MILLWORK M01.02 *FOR MILLWORK DETAILS 002 (N) ROOF, PER SPECS R BOARD FORM CONCRETE E 006 UP UP 1 8 1 7 8 70'-5" (VIF) 13'-1" (VIF) 22'-10" (VIF) 15'-9" 4'-0" MIN. CLR. 7'-1" 2 A3.00 LOBBY 100 635 SF OFFICE 101 222 SF CLASSROOM 1 102A 698 SF CLASSROOM 2 102B 698 SF MECHANICAL 104 31 SF ELEV. MACH. RM. 105 68 SF MAINT. RM. 106 34 SF MEN'S RESTROOM 107 202 SF MEN'S DRESSING RM. 108 156 SF WOMEN'S DRESSING RM. 109 155 SF WOMEN'S RESTROOM 110 151 SF ELEVATOR 1 ELEVATOR 2; ADD ALTERNATE STAIR 1 MECH. UTILITY ROOM 113 465 SF LOWER PLAZA LOADING DOCK 04 04 8'-3" (VIF) 8'-5" (VIF) 10'-5" (VIF) ELEV. MACH. RM. 111 17'-11" (VIF) 13'-3" 7'-9" 5'-1" 8'-1" 8'-1" 5'-11" 19 20 21 139° 109° 1 A4.01 1 A3.00 2 A4.01 1 A4.00 5'-0" CLR. A7.50 01 01 A6.00 A6.00 03 BOH LOBBY 112 407 SF 67SF 68SF 8'-7" 85° 27 23 3'-2" 22 STAIR 2 CIRCULATION 114 101 SF A7.50 03 A7.01 01 01 A5.00 A D 23'-0" (VIF) 4'-1" 33 33 100.1 103.1 101.1 102.1 102.2 112.1 111.1 110.1 109.1 108.1 107.1 106.1 104.1 105.1 1'-6" 03 A5.00 A B C D 102.3 15'-6" 19'-8" 114.1 113.1 101.1 101.2 04 20 01 A7.00 CORRIDOR 103 407 SF F 012 F 012 F 008 F 008 F 008 F 003 M01. 01 M01. M01. 10'-1" 5'-0" MIN. CLR. VIF SLOPING HILLSIDE BENEATH FLOOR 2'-11" VIF STAIR 3 UP 16'-6" M01. M01. E 002 A11.00 01 M01. A9.00 01 03 A9.00 E 002 E 004 E 001 103.1 SIM. 02 A5.00 A B C D 02 A6.00 A B C D 04 A6.00 A B C D 04 04 A5.00 A B C D 05 A5.00 A B C D 0 A0.00 12 08 VOID F 008 WINDOWS: 102.1 102.13 C E F D 4 3 1 @ C.L. OF WALL @ EDGE OF WALL B @ EDGE OF WALL @ C.L. OF WALL @ C.L. OF WALL 2.1 2 @ EDGE OF WALL H @ EDGE OF WALL H 3.1 @ C.L. OF WALL @ C.L. OF WALL 4.1 @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ C.L. OF WALL A.1 @ C.L. OF WALL A G A 35'-1" (VIF) 134'-0" (VIF) BUILDING LENGTH 24'-0" (VIF) 94'-5" (VIF) BUILDING LENGTH 01 BASEMENT LEVEL PLAN SCALE: 1/8"=1'-0" N S W E E S W N PLAN NORTH TRUE NORTH 5' 0' 10' 20' VDM: Therapeutic Performing Arts Theatre

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FIXTURES APPLIANCES & EQUIPMENT CHANNEL FRAME MIRROR A01._ WALL-MOUNTED TOILET F01._ MATERIALS FLOORS CONCRETE FLOOR, PER SPECS EXTERIOR WALLS (E) STUCCO; PATCH & REPAIR, POLYCARBONATE PANELS, INTERIOR FINISHES NOT USED NOT USED ROOF FINISHES 001 (N) ASPHALT SHINGLES R 002 001 E 004 E 003 E 001 F 001 RECESSED TOILET SEAT COVER NAPKIN DISPOSAL, AND TOILET A02._ SURFACE-MOUNTED SOAP A03._ SURFACE-MOUNTED MULTI-ROLL DISPENSER A04._ WALL-HUNG URINAL F02._ RECESSED PAPER TOWEL RECEPTACLE A05._ WALL-MOUNTED SINK F03._ 002 (N) BUILT UP ROOF, PER SPECS R TERRAZZO FLOOR, PER SPECS F 002 CERAMIC TILE FLOOR, PER F 004 NOT USED F 003 CERAMIC TILE WALL, PER F 005 VINYL COMPOSITION TILE F 008 CERAMIC FLOOR, PER SPECS F 006 CERAMIC WALL, PER SPECS F 007 CARPET, PER SPECS F 009 SPRUNG FLOOR SYSTEM; F 011 SPRUNG FLOOR SYSTEM; F 012 PAVERS, PER SPECS F 013 POWDER COATED ALUMINUM, E 005 STUCCO, PER SPECS E 002 STUCCO, PER SPECS CARPET, PER SPECS F 010 MILLWORK MILLWORK M01.01 MILLWORK M01.02 *FOR MILLWORK DETAILS 002 (N) ROOF, PER SPECS R BOARD FORM CONCRETE E 006 DN STAIR 1 DN 1 8 9 24 62'-1" (VIF) 28'-3"(VIF) 15'-0"(VIF) 21'-8"(VIF) 4'-10" (VIF) 24'-6" 21'-7"(VIF) 10'-0" 35'-0" 24'-4" 10'-2" (VIF) 43'-7"(VIF) 14'-3"(VIF) 9'-0" CLR. 14'-3" 5'-0" CLR. 8'-4" 2 A4.00 1 A4.01 1 A4.00 1 A3.00 2 A3.00 LOBBY RECEPTION 200 952 SF MENS RESTROOM 201 174 SF WOMEN'S RESTROOM 202 320 SF CLASSROOM 203 297 SF COSTUME/PROP 204 223 SF BREAK RM/GREEN RM 208 214 SF CORRIDOR 206 665 SF VESTIBULE 212 95 SF BOX 211 95 SF SR WING 207B 276 SF STAGE 207 827 SF SL WING 207A 226 SF ELEVATOR 1 STAIR 2 CONTROL ROOM 213 298 SF UPPER PLAZA 79'-4"(VIF) 94'-5"(VIF) BUILDING LENGTH 17'-5" 18'-2" 22'-10" 9'-2" 59'-5" BUILDING LENGTH 1 17 18 36 37 55 56 74 75 94 113 93 112 131 143 160 161 180 181 200 201 220 221 240 241 260 261 280 281 300 132 142 07 A9.00 01 A9.00 22 DN 21'-2" 2 A4.01 22 8'-2" (VIF) 95° 04 04 5'-6" 5'-0" CLR 6'-0" OPEN TO BELOW 2,561SF THEATRE 210 MAX SEAT CAPACITY 300 90° ELEVATOR 2; ADD ALTERNATE 21 26 VESTIBULE 07 A6.00 MECHANICAL 205 48 SF 32 01 A7.00 200.1 200.2 200.3 212.1 210.1 210.2 213.2 213.2 213.1 213.1 OPEN TO BELOW 173° 211.1 23'-0" 202.1 10'-8" 05 A6.00 A7.50 4 A7.02 01 201.1 9'-11" 204.2 204.1 207.2 207.1 207.3 200.4 206.1 205.1 203.1 209.1 TERRACE 209 206.1 3'-8" 3'-8" 04 04 F 013 02 A5.01 A B C D 03 A5.01 A B C D F 003 F 009 F 009 F 009 F 009 F 011 F 008 STAIR 8 12'-8" 8'-0" F 008 SEE, 2/A7.50 DN UP DN UP A7.01 02 2-3 A11.00 200.1 200.2 01 A9.00 02 A9.00 01 A9.00 1 A11.01 01 A9.00 M##. 01 35 02 18"MIN 18" MIN 23 11 A10.01 08 A10.01 SIM. THEATRE SEATING: 1. 288 FIXED AUDITORIUM SEATS PROVIDED PER CBC TABLE 11B-221.2.1.1 5 WHEELCHAIR SPACES REQUIRED 5 WHEELCHAIR SPACES PROVIDED 2. SEE _______________ THEATER DRAWINGS FOR COMPANION CHAIRS, SEMI-AMBULANT CHAIRS, TRANSFER CHAIRS AND ALS. 06 A6.00 A B C D 08 A6.00 A B C D 01 A5.01 04 A5.01 08 A9.20 0 A0.00 VOID E 1 @ EDGE OF WALL B @ EDGE OF WALL @ C.L. OF WALL 2.1 2 @ EDGE OF WALL G H @ EDGE OF WALL H 3.1 @ C.L. OF WALL @ C.L. OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ EDGE OF WALL @ C.L. OF WALL A C.L. OF WALL A @ C.L. OF WALL 4 @ C.L. OF WALL D 3 A.1 4.1 C F 38'-3" (VIF) 134'-0" (VIF) BUILDING LENGTH 01 LEVEL 1 PLAN SCALE: 1/8"=1'-0" N S W E E S W N PLAN NORTH TRUE NORTH 5' 0' 10' 20'

Upper Level Plan

Exterior Building Elevations Building Sections ELEVATIONS CABINET MEETING ROOM WOMEN'S RESTROOM MEN'S RESTROOM UTILITY ROOM STORAGE CLOSET SOCIAL HALL FRIDGE BEYOND WOMEN'S RESTROOM APPLIANCES & EQUIPMENT NOT USED A01._ NOT USED F01._ POLYCARBONATE PANELS INTERIOR FINISHES NOT USED NOT USED E004 POWDER COATED ALUMINUM, PER SPEC. ROOF FINISHES 001 SHINGLES R NOT USED I002 I001 E 003 E 002 10'-6" 10'-0" 5'-0" EXISTING ROOF LEVEL 185.50' PROPOSED ROOF LEVEL 172.50' PROPOSED UPPER LEVEL 160.50' F.F. PROPOSED LOWER LEVEL +0'-0" = 146.50' F.F. EXISTING ROOF LEVEL 185.50' PROPOSED ROOF LEVEL 172.50' PROPOSED UPPER LEVEL 160.50' F.F. PROPOSED LOWER LEVEL +0'-0" = 146.50' F.F. L2 RECEPTION LOBBY T2 SL WING T2 STAGE T2 SR WING B12 MACH. ROOM ELEVATOR B12 MAINT. E3 RESTROOM MEN'S E3 DRESSING MEN'S E3 DRESSING WOMEN'S E3 RESTROOM WOMEN'S B11 ELEVATOR SERVICE B11 STAIR UPPER PLAZA LOADING DOCK 02 SECTION SCALE: 1/8"=1'-0" STORAGE STORAGE HALLWAY STORAGE UTILITY ROOM TO SOCIAL HALL TO SANCTUARY 14'-7" OUTSIDE WALL TO BEAM 19'-0" 19'-0" 19'-0" 15'-1" 1 2 3 4 5 6 6'-6" FACE OF BEAM TO FACE OF CURVED WALL 3'-0" CORR. 15'-0" 11'-10" 7'-6" 9'-4" EXISTING ROOF LEVEL 185.50' PROPOSED ROOF LEVEL 172.50' PROPOSED UPPER LEVEL 160.50' F.F. PROPOSED LOWER LEVEL +0'-0" = 146.50' F.F. E5 CLASSROOM TS6 PROP. STORAGE COSTUME / L4 CORRIDOR T2 STAGE T1 THEATER / AUDITORIUM TS1 CONTROL ROOM B7 UTILITY RM. MECH. / E3 RESTROOM DRESSING ROOM / E1 REHEARSAL ROOM CLASSROOM / 05 A9.00 04 A9.00 01 SECTION SCALE: 1/8"=1'-0" GLORYA KAUFMAN THERAPEUTIC ARTS & DANCE CENTER AUX VDM: Therapeutic Performing Arts Theatre

Main Lobby Area

The main lobby area has the box office with a custom wall graphic and installation.

Main Central Stair

The main staircase from the lower level up to the theatre level is exposed to a lot of natural light and also has a custom suspended feature light.

65 Aman Sheth

Project: Downtown Theatre

Site: Los Angeles, USA

Program: Creative Office and Theatre

Employer: AUX Architecture

Details: Concept-DD Phase

Status: Completed

Notes:

The project comprises of a Creative Office Space and Bar and Performing Arts Theatre in Downtown Los Angeles.

The project has explored various exterior facade options starting with a more traditional and contextual brick facade but an interplay of the massing to give it a unique form.

The project further went on to explore more exterior facade options with a more modern and contemporray aesthetic.

Creative Space and Community

9 .

Downtown

Theatre

DOWNTOWN CREATIVE SPACE AND COMMUNITY THEATRE Los Angeles, CA

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The creative office space is cradled by the bar and performing arts theatre. The two programs gives the building an extremely unique front condition.

Floor Plan Downtown Creative Space and Community Theatre AUX ARCHITECTURE 2018.08.07_9TH & OLIVE DESIGN REVIEW S S UP 50'-0" 154'-6" UP 585 SF +0'-0" 104 FRONT BAR 1220 SF 18 SEATS 101 CREATIVE OFFICE 106 MEN'S 180 SF 105 WOMEN'S PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE +0'-0" RAMP @ 1:12 SLOPE 340 SF 110 GREEN ROOM BACK OF HOUSE / STAGE 700 SF +1'-6" STAGE F.F. RIGHT WING LEFT WING SERVICE SERVICE BAR MAIN BAR UP 50 SF 102 IT/STORAGE 60 SF 103 RESTROOM 50 SF 109 BATH CLOSET 1250 SF 68 SEATS 107 PERFORMANCE +0'-0" UP UP 180 SF 110 129'-1" OPEN DESK SPACE KITCHENETTE 25 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW +9'-2" 250 SF 205 OFFICE 202 OFFICE 203 OFFICE 204 OFFICE 201 OFFICE DN PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 195 SF 170 SF 140 SF 570 SF OPEN TO BELOW FIRST LEVEL F.F. FIRST LEVEL F.F. SECOND LEVEL F.F. 01 FIRST FLOOR PLAN SCALE: 1/8"=1'-0" N S W E PLAN NORTH TRUE NORTH N S W E 02 SECOND FLOOR PLAN SCALE: 1/8"=1'-0"

LEVEL

UPPER

PLAN

bar and creative office entrances on the front but still allow the buidling to behave and look as one cohesive structure.

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4’-9” O.C. 4’-9” O.C. 2018.08.07_9TH & DAY RENDER AUX 2018.08.07_9TH & OLIVE DESIGN REVIEW B DAY RENDER 2018.08.07_9TH & OPTION A NIGHT RENDER AUX ARCHITECTURE 2018.08.07_9TH & OLIVE DESIGN REVIEW B NIGHT RENDER

Project: Jonathan Club G-WALL Design Competition

Site: Los Angeles, United States

Program: Green Facade

Employer: Gensler

Details: Competition Entry

Status: Winner

Notes:

The competition was an internal all-intern design competition to build a green wall for the facade of the Jonathan Club parking structure on Figueroa Street in Los Angeles. The competition had an extremely tight budget of $100,000. The brief insisted on representing the history and prestige of the Jonathan Club through the design of the green facade which would be built over the existing facade.

Ebb N’ Flow 10 .

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The Great Wall on Fig: EBB N’ FLOW

Los Angeles, United States

The Jonathan Club is a monument of success, layered with history and relevance. A club that is prestigious, but does not wish to advertise itself in ways that could bring unwanted attention.

That being said, the facade of a building is an image. In turn, this image becomes the branding of its inhabitants, a representation of that organization’s mission and characteristics. What will this image tell the world about the Jonathan club?

The Jonathan club has transcended many generations, its roots run deep, it is layered with moments of history, in stories as well as in architecture. This is part of the reason we did not want to conceal the historic facade of the jonathan club, but instead add

another layer of history to it.

The copper facade system frames the monumental entry, and plays homage to its neighboring brick. The perforated pattern is derived from the existing brick pattern. As the pattern traverses the facade, it trails off, highlighting the unity of the old and the new, but also acknowledging the progressive nature of the organization.

The use of copper in paring with the existing white stone creates a sense of timelessness. As the building ages it will continue to naturally gain more layers, the copper will oxidize and the vertical garden with flourish, solidifying its position as a landmark in downtown Los Angeles.

Ebb N’ Flow

73 Aman Sheth

The monolithic presence of the new metal facade pared with the verticality of the existing facade, demands respect and attention, the facade itself becomes a destination in addition to the club.

Project: Joe’s Jeans Corporate Office

Site: Beverly Hills, United States

Program: Corporate Office

Employer: Gensler

Details: Concept Design

Status: Complete

Notes:

The project is a high end corporate office interior and material research lab for Joe’s Jeans.

The company was founded in 2001 by Creative Director Joe Dahan, Joe’s redefines everyday style with its inherently LA sensibility and distinctive rock + roll point-of-view and it was our job to bring it out in the space designed for the office.

11 .

Joe’s Jeans Corporate Ofiice

JOE’S JEANS CORPORATE OFFICE

Beverly Hills, United States

75 Aman Sheth 3RD FLOOR_RECEPTION JOE’S JEANS | AUGUST 30th 2016

Joe’s Jeans Corporate Office

Conference Room Rendering

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Elevator Lobby Rendering

Project: University of Vienna Competition

Site: Vienna, Austria

Program: School of Pharmacy

Employer: CRAB Studio

Detaiils: Competition Entry

Status: 3rd Place

Notes:

The proposal is for the school of pharmacy building and student union offices of the University of Vienna. The scheme is based on the concept of a sandwich with two major program blocks at the top and bottom housing the more straight forward program like the parking and the offices.

The middle levels house the more open programs (like the ingredients of a sandwich) of the school of pharmacy and the student union offices. Provision has been made for multiple outdoor recreational spaces for the students.

University of Vienna Competition 12

UNIVERSITY OF VIENNA COMPETITION

Vienna, Austria

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Site Plan University of Vienna Competition

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Exploded Axonometric View Elevation

Project: Guggenheim Helsinki

Site: Helsinki, Finland

Program: Art Museum

Employer: CRAB Studio

Details: Competition Entry (Sept 2014)

Notes:

The project is a competition entry for the Guggenheim Museum in Helsinki, Finland. The design is inspired Sir Peter Cook’s acclaimed Kunsthaus Graz building.

13 .

Guggenheim Helsinki

GUGGENHEIM HELSINKI COMPETITION

Helsinki, Finland

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The Guggenheim Art Museum is primarily a series of four simple – and thus ‘curator-friendly’- rectangular galleries lit by large elliptical northlights. These give good but deliberately emphasized natural light : so that one is aware of an identifiable character to each gallery.

From the street entrance one is immediately attracted to a large ‘scoop’ in the interior that is dramatically lit by a south facing rooflight that constantly enlivens a displayed feature. The public rooms and Information centre are grouped around this area.

From there the public has two options : to perambulate up a gentle ramp to view the galleries in an anti-clockwise direction or quickly

rise up the escalator to view the galleries in a clockwise and downwards direction. These routes are ‘hooded’ paths in the tradition of a calm cloister.

We believe in the encouragement of the casual or ’interwoven’ perusal of art as well as the determined ‘gallery visit’ and therefore the building is seen as a form of resort. Hence several deliberate additions to the basic brief : a central winter garden in which sculpture can be seen, plus a roof garden for summer use and a major feature in the form of a ‘trumpet’ enclosure. Visible from the city centre, this has several roles : as a shelter for major art statements that will be seen from the city, as a frame for electronic art displays and as a summer concert venue –acting together with the roof garden.

Guggenheim Helsinki

Usability Diagram

The building focuses inwards upon the galleries, cloister and garden : but the small framed openings into the galleries, the bursts of light at the corners and the single view of the harbor through the restaurant - filtered by its two skins of glass are discrete reminders of the outside world.

The restaurant is very much part of the waterside world with a tangential route for occasional use that links the roof garden and trumpet deck down to a bar above the kitchen and on down to the lower bar at the far corner of the building with views out towards the sea.

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Ground and First Floor Plan Guggenheim Helsinki

The design offers a subtle materiality for the building, with zincfaced rooflights and upper roof that becomes a series of zinc striations that gradually incorporate occasional grey larch timber strips, the proportion of larch increasing by the middle of the wall until the lower part is completely clad in larch. The base of the building is faced in black glazed brick with the ‘pavilion’ elements clad in glass brick (with appropriate parts backed-up by blockwork walls) so that a series of ‘filtered-light’ conditions spill into the building.

The body of the building creates a sculpted form and profile – effective in the grey Nordic light (as was understood by the Jugenstijl builders in Helsinki), encompassing an instinctively understandable sequence of events.

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Elevation and Section

Project: Oberoi Club 360

Site: Mumbai, India

Program: Indoor Recreational Club

Employer: POPULOUS

Details: Concept - CD

Status: Complete

Notes:

The project is a high end interior for the Amenities floor of a multi-storey building in Mumbai.

In a city like Mumbai, with extremely little outdoor recreation areas and green space, the challenge of this project was to create an outdoor like space on the 11th floor within a building.

Another challenge on this project was to hide all the structure to create a fluid space. The task of hiding these large columns was carried out by wrapping them with deforming vessels to enclose spaces that can be used for backroom activity. This helped achieve an outer single fluid and open recreational space.

Oberoi Club 360 14 .

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OBEROI CLUB 360 Mumbai, India

Oberoi Club 360

Indoor Gymnasium

91 Aman Sheth Plans

Reflected Ceiling Plan - 100% DD

Oberoi Club 360

Enlarged Elevations - 100% DD

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Children’s Play Area

ACADEMIC WORK

Southern California Institute of Architecture

M.ARCH II

Project: Federal Courthouse

Site: Downtown Los Angeles

Program: Courthouse

Instructor: Tom Wiscombe

Completion: April 2016

Notes: In collaboration with Corie Saxman

The project will explore architecture as a world through radical interiority. The point of departure will be el-Khoury’s concept of “hollow monoliths”, where the solidity of a monolith needs to be undermined by its emptiness. Architecture, of course, can never be actually empty, so it will be the task of the project to use combinations of actual void with the illusion os the void, as well as use techniques such as liners, habitable poche, nested objects, and extrusions from new grounds.

The globalization of cities today is such that they are constituted by private, discreet entities and illusion of public space/ This is even the case in so-called “public” buildings, which often have such high security that they are de facto private spaces.

Finally, the project will explore blackness, in terms of dark, glossy, reflective, and matte materiality. The intention is to produce the illusion of vastness and depth - even when there is none - such as in science fiction monoliths, black holes or infinity chambers.

A Stealthy Space Invader

PUBLIC APPEARANCES: ‘A Stealthy Space Invader’

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Formal Studies

A highly intensive formal study starting from converting 8-bit space invader images into 3d and. The process then led to the combination of multiple objects and further slicing through the the object to create large figural qualities on the object.

Program Studies

A series of different program studies as shown above to understand the different adjacencies within a courthouse. There has also been an attempt to break the program organisation of a traditional courthouse.

A Stealthy Space Invader

The aim was to achieve a strong figural quality but still allow the building to blend in or relate to the exisiting urban fabric of the city of Los Angeles.

The aim was to create a highly complex and intricate interior with a sense of vastness.

The idea of creating multiple worlds with multiple grounds was also a driving factor behind the interior of the building.

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Formal Studies Interior Studies

Sectional Development

The above study shows the different sectional conditions through the building. The aim of this study was to achieve a sense of vastness and the feeling of being in a different world within the building. The sections also show the multiple grounds created by the extremely complex interior of the building.

A Stealthy Space Invader

Reflection Studies

This study has been done to help develop the tectonics of the building. These have led to the development of meta and micro seems which help break up the envelope of the building.

Tectonic Study

The reflection study on the adjacent page has helped in the development of meta and micro seems on the building.

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Judges Bridges

All other Circulation through poche

Two Modes of Circulation

Circulation Diagram

In a traditional courthouse, the circulation is broken up as back of the house and front of the house. In this case, it translates to the public entering through the front of the building, and the judges using a more secure and unseen pathway.

We chose to flip this typology on its head by revealing the judges circulation and concealing all others within the poche. This stemmed from the idea of the public being a more integral part of the justice system. The public is now able to keep an eye on those who traditionally held all of the power.

The judge’s circulation manifests itself as bridges, these bridges gain articulation as they move throughout the vast space.

The judges circulation is not only exposed within the vast space itself, but through the use of fenestration, which reveals the judges movement to and from the courts.

A Stealthy Space Invader

Final Building on Site

How

At a glance, the geometry seems to conform to the surrounding cityscape, quite possibly a tower-plinth scenario.

This conglomeration of orthogonal geometry maintains this tower-esque appearance, further imbedding itself within the city fabric.

But does it fit?

As the viewer draws closer, the figure reveals itself. Hovering in an imbalance, it brings with it a sense of uneasiness.

The gestural undercuts of the figure challenge the tower-plinth typology by producing stark ground conditions.

As the tower grounds the figure, the figure in turn un-grounds the towers, creating a constant negotiation and tension.

As this typology shifts, it is no longer a tower-plinth, but rather a tower-figure.

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can a space invader infiltrate a city without it becoming an icon?

The program has been divided into four independent clusters, each operating as its own functioning building, within a building. The figure holds the vast space which allows for more variations on programs, while the more rigid programs reside in the two towers.

A Stealthy Space Invader

Lower Plan

Sectional Drawing

The vast space within the figure is layered with articulation which varies in scale, some being 3 stories high, able to hold program, and others being so tiny one could only crawl through.

The space then begins to generate its own atmosphere by allowing for multiple grounds within the interior world.

This loss of scale emphasizes the vastness of the space, making you unaware of where you stand in relation to the courthouse as a whole.

105 Aman Sheth A emb Cour Cour Off ce Spac ce Spac Off ce Spac Off ce Spac ce Spac Off ce Spac ce Spac Off ce Spac ce Spac T Dep udg ha b Jud es Chamb ge dge Chamber ges dges

Model Photograph

This complexity of the interior is then reflected onto the exterior façade in combination with “contextual” imagery.

This has led to the addition of another layer of finite surface articulation onto the exterior of the building.

The high fidelity of the articulation unifies the tower-figure into a whole, rather than two noticeably separate entities.

A Stealthy Space Invader

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Model Photographs

Project: Design Development

Site: Los Angeles, USA

Program: Federal Courthouse

Instructor: Herwig Baumgartner, Brian Zamora

Completion: December 2016

Notes: In collaboration with Kiran Nayak, Siddardha Challamala, Palak Mandhana, Yasamin Fathi

Phase 1: At the outset the following steps were undertaken to begin the design documentation process:

•Understanding the complexities of the design and the need for multiple structural and other systems integrated together.

•Locating primary vertical circulation cores and important habitable spaces.

•Research and selection of materials used for the Building Envelope System.

Phase 2:

•Early development of StruWctural and Building Envelope Systems by implementation of a specialised Mega-truss and ““Egg-Crate”” Facade.

•Developed Plans and Section showing structural and building envelope systems.

•Initial response to environmental considerations and incorporation of active and passive system.

Phase 3:

•Finalised Structural and Building Envelope Systems by implementation of a Mega-truss and ““Egg-Crate”” Facade.

•Implementation of various active and passive systems in response to different environmental considerations.

•Egress, ADA and Fire Regulations incorporated into developed design solution.

•Initial Cost Proposal.

RECESSED METASEAM RECESSED METASEAM UPPER BASEMENT PEDESTRIAN ENTRY PLATFORM LOWER BASEMENT METAL COMPOSITE MATTE PANEL METAL COMPOSITE GLOSS PANEL UNITIZED, DOUBLE GLAZED WINDOW SYSTEM 01 A.09 FRONT ELEVATION SCALE 1:250

Design Development 16 .

109 Aman Sheth APPLIED STUDIES DESIGN DEVELOPMENT ALL SEMESTER INSTRUCTORS: ALAK MANDHANA SIDDARDHA CHALAMALA ANTS: TTHEW WING REVISIONS NO. DESCRIPTION 1. Mega Chunk SHEET PROJECT A.01

DESIGN DEVELOPMENT

Structure Build-Up

The building design involves extremely large cantilevers and undercuts which required an effective, lightweight, cost efficient and durable system. Non-Continuous cores required a specialised solution. The building has a small footprint but widens towards the middle. This requires a specialised column system and truss to support the slabs.

CONCRETE CORE AND STEEL MEGA-TRUSS Cores: Three reinforced concrete cores provide lateral stability to the structure and vertical support for the steel mega-truss platform. Rigid and better at supporting immense gravity loads, the concrete shear wall construction is the structural backbone of the building. Mega-truss In order to support the massive cantilevered slabs and overhangs of the building, a steel mega-truss is employed, balanced and fixed to the concrete cores. Steel is lightweight and allows for a long span cantilever condition avoiding the need for additional columns. The mega truss is designed to support immense weight, and supports the floors above. In order to allow for vertical circulation above the steel platform level, two steel braced frames cores are provided. The braced frame is used here to provide stability and minimize weight. STRUCTURAL COLUMNS AND STEEL FRAMING A lighter steel-framed superstructure floor system is utilized instead of a traditional concrete floor system.The slabs are supported with a column grid that is arranged in an open plan configuration. Above the mega truss, floors are supported on vertical steel columns that rest on the top of the truss. The courtroom floor framing beneath the mega-truss are hung from the truss, allowing for a suspended architectural space, with vast interior spans. These floors are hung using tensioned steel hangers located along the perimeter of the floor. Steel’s ability to bear tension determined its use instead of concrete. The lower-most floors are supported with a more traditional column-grid, rising from the building’s plinth. The three-tiered structural framing system enables the different conditions of tectonic assembly within the building. 1) TIER - 1: Structural Steel Columns in compression, supported on the building plinth. Support the lowermost floors. 2) TIER - 2: Structural Steel Hangars in tension, hung from the Mega-truss along the periphery of the floor slab. Support the courtroom floors beneath the Mega-truss. 3) TIER - 3: Structural Steel Columns in compression, supported on the Mega-truss, which in turn distributes the load to the structural cores.

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STEEL MEGA-TRUSS

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STRUCTURAL CONCRETE CORE STRUCTURAL CONCRETE CORE PERIMETER BEAM TIER 3 COLUMNS SUPPORTED BY MEGA-TRUSS STEEL-FRAMING SUPPORT GRID TO SUPPORT SLABS (BEAMS) TIER 2 COLUMNS HUNG FROM MEGA-TRUSS TIER 1 COLUMNS SUPPORTED ON PLINTH RAISED PLINTH SITE BASEMENT ROOF SLAB MEGA-TRUSS MEGA-TRUSS STEEL BRACED-FRAME CORE STEEL BRACED-FRAME CORE

STEEL FRAMING AND COLUMNS

Design Development

Structure Build-Up

Three reinforced concrete cores provide lateral stability to the structure and vertical support for the steel mega-truss platform. Rigid and better at supporting immense gravity loads, the concrete shear wall construction is the structural backbone of the building.In order to support the massive cantilevered slabs and overhangs of the building, a steel mega-truss is employed, balanced and fixed to the concrete cores. Steel is lightweight and allows for a long span cantilever condition avoiding the need for additional columns. The exterior envelope is constructed of a steel diagonal grid allowing for long span and a relatively lightweight approach to the design of the facade system.

This ‘exoskeleton’ supports the entire weight of the building’s facade, and also provides additional strength to the structure against strong lateral and seismic forces.

111 Aman Sheth FLOOR PLATES / SLABS The three-tiered structural framing system that supports the floors enables the different conditions of tectonic assembly within the building. 1) TIER -3 Above the mega truss, floors are supported on vertical steel columns that rest on the top of the truss. 2) TIER - 2 The courtroom floor framing beneath the mega-truss are hung from the truss, allowing for a suspended architectural space, with vast interior spans. These floors are hung using tensioned steel hangers located along the perimeter of the floor. Steel’s ability to bear tension determined its use instead of concrete. 3) TIER -1 The lower-most floors are supported with a more traditional column-grid, rising from the building’s plinth. STRUCTURAL DIAGRID The exterior envelope is constructed of a steel diagonal grid allowing for long span and a relatively lightweight approach to the design of the facade system. This ‘exoskeleton’ supports the entire weight of the building’s facade, and also provides additional strength to the structure against strong lateral and seismic forces. The diagrid allows for a degree of variation needed to achieve the massing and articulation of the skin. The Diagrid system allows the facade to transition seamlessly from a vertical load bearing to overslung and underslung long span roof system. These multiple conditions appear within the same structural system but have different performative and structural effects.

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DIAGONAL STEEL GRID DIAGONAL ROOF CONDITION FLAT ROOF CONDITION UNDERSLUNG CONDITION VERTICAL LOAD-BEARING GRID DIAGRID PERIMETER BEAM TIER -3 STEEL-FRAMED SLABS SUPPORTED ON MEGA-TRUSS TIER - 2 SLABS HUNG FROM MEGA-TRUSS TIER - 1 STEEL-FRAMED SLABS

STEEL DIAGRID

Facade Chunk

The building envelope is constructed of composite metal panels. This system is highly customizable to the various shapes and sizes of the unitized design. These metal panels are supported by an ““Egg-Crate”” steel grid system which affords the flexibility to achieve the variations in form of the building design. The Diagrid exoskeleton that supports the ““Egg-Crate”” transitions seamlessly from a vertical load-bearing to overslung and underslung long span roof system. These multiple conditions appear within the same structural system but have different performative and structural effects.

APPLIED DESIGN FALL INSTRUCTORS: HERWIG BRIAN STEALTH PALAK YASAMIN SIDDARDHA PANGAL AMAN CONSULTANTS: ARUP NOUS TITLE FACADE SCALE NO DRAWING NO. 1. CONCRETE SLAB 1’ DEEP I-BEAM SUSPENDED CEILING STUD SYSTEM END CLIP LIGHTWEIGHT ALUMINIUM MULLION MEGATRUSS PRIMARY MEMBER MEGATRUSS SECONDARY MEMBER DRYWALL STUD SYSTEM INSULATION CORE 1” THICK DRYWALL PANEL 1/2” STEEL PLATE: SUB STRUCTURE - EGG CRATE EDGE BEAM STEEL DECKING 2’ DEEP I-BEAM - PRIMARY DIAGRID STRUCTURE 2’ DEEP I-BEAM - PRIMARY DIAGRID STRUCTURE HORIZONTALLY SET TITANIUM ZINC PANELS WATERPROOFING MEMBRANE 1/2” STEEL FACING PLATE METASEEM - 1 FOOT TUBE SECTION DOUBLE PANE INSULATED GLASS

Design Development

Window & Facade Detail

Tinted Glazing to allow for diffused natural light in office spaces. Titanium Zinc Panels are used as the exterior finish of “Egg-Crate” facade system. They allow for the desired aesthetic of color and texture that is appropriate to the design. They are also extremely durable compared to other available material finishes. The material allows for welding to form large seamless panels. Titanium Zinc panels also have a high strength to weight ratio making it a lightweight solution. The “Egg-Crate” system implemented for the building envelope accommodates the highly articulated design of the facade.

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02 01 A.11.01 A.11.01 ROOF - FACADE JUNCTION FACADE - BASEMENT SLAB JUNCTION LEGEND 1. Horizontally set Titanium Zinc Panels 2. 2 foot Deep I-Beam Primary Structure 3. 1/2” Steel Facing Plate 4. 1/2” Steel Plate : Sub Structure System 5. Concrete Slab 6. Steel Decking 7. Insulation Core 8. Waterproofing Membrane 9. Vertically set Titanium Zinc Composite Panel 10. 1” Thick Drywall Panel 11. Drywall Stud System 12. Metal Standoffs for Roof Panels 13. Corner Metal Panel 14. Heavy Hex Bolt for Primary to Secondary Steel Connections 15. L-Angle for Primary to Secondary Steel Connections 16. Silicone Seal 17. Waterproof Rivet 18. Metal Flashing 19. Floor Anchor for Facade Panels 20. Paver Blocks 21. Concrete Filler Slab 22. Skirting 23. Interior Floor Finish 24. Anchor Bolts 25. Steel Gusset Plate 1 13 9 2 17 14 21 23 22 24 25 10 11 15 16 18 19 20 5 8 4 3 7 14 15 16 12 5 6 10 11 2 9 3 4 7 17 8 SCALE 1:20 SCALE 1:20 Detail Drawings Design Development

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Facade to Ground Connection Detail

APPLIED DESIGN FALL SEMESTER INSTRUCTORS: HERWIG BRIAN ZAMORA STEALTH PALAK MANDHANA YASAMIN SIDDARDHA PANGAL AMAN SHETH CONSULTANTS: ARUP JAMEY NOUS MATTHEW FEDERAL COURTHOUSE TITLE : GROUND SCALE 1:250 DRAWING NO. DESCRIPTION 1. GROUND 01 A.06.02 GROUND FLOOR PLAN SCALE 1:250 A.06.02 PEDESTRIAN PAVEMENT PEDESTRIAN PAVEMENT PEDESTRIAN PAVEMENT PEDESTRIAN PAVEMENT AUDITORIUM PUBLIC ATRIUM SECURITY & SCREENING OUTDOOR AMPHITHEATER SECURE ATRIUM JUDGE ELEV. JURY ELEV. PUBLIC ENTRANCE JUDGE & JURY ENTRANCE PUBLIC ELEVATORS PUBLIC ELEVATORS BROADWAY HILL STREET 2ND STREET 1ST STREET SECTION XX SECTION XX SECTION YY SECTION YY ENTRY EXIT Ground Floor Plan Design Development

117 Aman Sheth OFFICE OFFICE OFFICE OFFICE BRIDGE BRIDGE BRIDGE OFFICE COURTROOM COURTROOM COURTROOM COURTROOM COURTROOM SECURITY & SCREENING PUBLIC ATRIUM BASEMENT BASEMENT GROUND LEVEL 1ST LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL 5TH LEVEL 6TH LEVEL 7TH LEVEL 8TH LEVEL 9TH LEVEL 10TH LEVEL 11TH LEVEL JUDGES CHAMBER PUBLIC WAITING AREA SECURE PASSAGE SECURE PASSAGE 0’ 0” 42’ - 5” 93’ - 3” 121’ - 0” 147’ - 3” 177’ 0” 199’ 7” 218’ 7” 237’ 7” 256’ 7” 275’ 3” 290’ 0” -14’ - 0” -28’ - 0” 1 2 2B 2C 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 A.08 02 A.11.01 A.11.02 A.11.01 A.11.02 01 01 02 02 01 A.07.02 SECTION YY SCALE 1:300

Section Drawing

Design Development

Roof to Facade Detail

Environmental Considerations

It is extremely important for a building to have a low carbon footprint, low energy usage and address environmental concerns. It is also important to stay true to the design without any significant changes to the aesthetic value of the building.

Operable Windows to allow for natural ventilation. This helps reduce energy usage by reducing the usage of active systems.

119 Aman Sheth APPLIED STUDIES DESIGN DEVELOPMENT FALL SEMESTER INSTRUCTORS: HERWIG BAUMGARTNER BRIAN ZAMORA STEALTH PALAK MANDHANA YASAMIN FATHI SIDDARDHA CHALAMALA PANGAL KIRAN NAYAK AMAN SHETH FEDERAL COURTHOUSE LOS ANGELES TITLE : FIRE & LIFE SAFETY SCALE Not to Scale DRAWING REVISIONS NO. DESCRIPTION DATE 1. FLS 12.06.16 SHEET NO. PROJECT NO. ST.01 A.15.03 CONSULTANTS: ARUP JAMEY LYZUN NOUS MATTHEW MELNYK 01 03 02 04 A.15.03 A.15.03 A.15.03 A.15.03 FIRE SEPARATION DIAGRAM FIRE SEPARATION DIAGRAM FIRE SEPARATION DIAGRAM A3 B B A3 A3 Atrium B B S A3 1Hr 1Hr 1Hr 1Hr 1Hr 1Hr 3Hr B REFLECTED CEILING PLAN: FIRE SPRINKLERS 3 Hr Fire Separation Smoke Exhaust Fire Sprinklers Fresh-Air Intake Fresh-Air Intake Smoke Exhaust 1 Hr Fire Separation 1 Hr Fire Separation 1 Hr Fire Separation 1. 1 Hr Fire Resistance - Ceiling 2. 1-4 Hr Fire Resistance - Wall 3. 1-2 Hr Fire Resistance - Wall 4. 1-4 Hr Fire Resistance - Ceiling ASSEMBLY OCCUPANCY GROUPS A3 (Assembly Areas): Atrium and Lobby B (Business): Courtrooms A3 (Assembly Areas): Library S (Storage): Archives B (Business): Offices Fire Considerations Solar PV cells on Flat Roof Environmental Analysis Natural Ventilation and Daylighting Building Envelope Details 1. Psychrometric Chart 2. Sun Path Diagram 1. Passive Systems and Natural Daylighting/Ventilation - Building Section 3. Wind Rose 1. Recommended PV Locations 2. Cross Ventilation and Daylighting - Office Towers 3. Cross Ventilation and Daylighting - Courtrooms 2. PV Panel Fixing Locations PV System Selection Crystalline PV Rooftop Installation 4. Solar Radiation Building Performance Requirements Roof Maximum U-Value: 0.041 Wall Maximum U-Value: 0.061 Glass Maximum U-Value: 0.41 Glass Maximum SHGC: 0.26 Fenestration: Metal Frame - Double Pane Max U Factor: 0.79 Metal Frame - Double Pane Max SHGC Factor: 0.70 The solar radiation analysis shows that the south-western facade recieves maximum solar radiation during the year. The south facing vertical facades of the towers and the flat roofs can be used to implement the PV system for the building. Crystalline Solar PV panels are most suitable for the flat roof condition. Panels will be tilted according the latitude at Los Angeles for maximum efficiency. The psychrometric chart shows that only 12.1% of the hours naturally fall in the comfort zone. But with passive techniques alone - Sun shading of windows, High thermal mass with night purge ventilation, Natural ventilation, Internal heat gain and Passive solar direct gain - close to 80% of the hours can be made comfortable. Therefore it is an appropriate climate for natural ventilation provided it is designed well. Active systems are required however, due to the noise levels, filtration requirements and high temperatures during summer. Los Angeles has hot and very dry summers which last from late June through November. Average high/ low temperatures are 85 F/66 F. Winters are mildly cool with occasional rain. Average high/low temperatures are 68 F/48 F. The sun path diagram shows that the large sloping facade of the building facing the north east doesn’t get any direct sunlight throughout the year which makes it ideal for natural daylighting. The wind rose shows that winds from the southwest direction are most common. The wind speeds rarely ever exceed 8.5 m/s which eliminates the requirement of wind protection. The speeds never exceed 11.2 m/s which makes this location unsuitable for wind turbines. The south west winds can however be used to naturally ventilate the office spaces in the two towers. The large undercut surface on the southwest side is also shaded from the sun even though this side gets most of the heat and light during the day. The southern and western facades of the towers receive maximum solar radiation which makes them ideal for implementing PV cells on the facade. At the same time it also calls for some means of shading on these facades. Cross Ventilation Natural Daylighting Naturally Daylit Areas Naturally Daylit Areas Cross Ventilation Cross Ventilation Gravity Wall Passive Cooling Exhaust Fans Radiant Floors - Passive Heating Fresh Air Intake Fresh Air Intake Fresh Air Intake

Natural Ventilation and Daylighting 1. Psychrometric Chart 1. Passive Systems and Natural Daylighting/Ventilation - Building Section The psychrometric chart shows that only 12.1% of the hours naturally fall in the comfort zone. But with passive techniques alone - Sun shading of windows, High thermal mass with night purge ventilation, Natural ventilation, Internal heat gain and Passive solar direct gain - close to 80% of the hours can be made comfortable. Therefore it is an appropriate climate for natural ventilation provided it is designed well. Active systems are required however, due to the noise levels, filtration requirements and high temperatures during summer. Los Angeles low temperatures peratures are The sun path get any direct Cross Ventilation Natural Daylighting Cross Gravity Wall - Passive Cooling Exhaust Fans Radiant Floors - Passive Heating Fresh Air Intake Fresh Air Intake Fresh Air Intake

Environmental Analysis

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