SAMPLES
AMAN SHETH WORK
2013-present
A
of selected 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).
Part
Part
Figueroa
8th &
of Design Team March 2019
Complete JOHNSON FAIN, Designer I Mixed Use Development Table of Contents 31
Avenue
of Design Team July 2021 - On Going RAMSA, Designer II Luxury Condominiums 27
Tower
-
14 Fifth
Part
Henan Road
of Design Team May 2023
On Going
Library
of Design Team July 2022
On Going
Chapel
-
Paramount
Part
-
St. Callistus
On Going
National Bank
of Design Team March 2022
On Hold
FAIN, Designer II Luxury Condominiums Library Chapel Commercial Office 07 23 13 19
CONTENTS
Part of Design Team October 2022 -
City
Part
-
JOHNSON
TABLE OF
collection
IMT Sherman Oaks
Part of Design Team March 2019 - On Going
Part of Design Team
October 2017 - Complete
Guggenheim Helsinki (Competition Entry)
Part of Design Team September 2014
Part
Public Appearances: “A Stealthy Space Invader”
In collaboration with Corie Saxman
In collaboration with Kiran, Siddardha, Yasamin, & Palak Fall 2016
3 Aman Sheth
VDM: Therapeutic Performing Arts Theatre
Design Development
AUX Architecture, Junior Architect CRAB Studio, Intern Architect POPULOUS, Graduate Architect Design Studio Advanced Structures
Spring 2015
(Competition
Oberoi CLub 360
Entry)
2015 Competition Recreational Club Performing Arts Theatre Mixed Use Development 39 35 43 47 53 57 Southern California Institute of Architecture SCI-Arc (M.Arch II)
of Design Team March
PROFESSIONAL WORK
JOHNSON FAIN
Robert A.M. Stern Architects AUX Architecture
Gensler
POPULOUS Crab Studio
5 Aman Sheth
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
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 illustrate the conversion of the shaft into the mechanical screen at Level 29 and above which accomodates the cooling tower and other mechanical eqipment.
Level
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 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 1 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 REF 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 GH 26F 230802 C C A C A 90 90 90 85 165 85 165 90 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 1 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 1 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 1 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
Top of Building - East
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
Henan Road Tower 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 HENAN ROAD 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
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
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 was 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.
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St. Callistus Chapel
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ST. CALLISTUS CHAPEL
Garden Grove, California
13 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 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 by two smaller shrines, one oval and one octagonal. Located behind the chapel is the exclusive bishops crypts bordered on two sides by columnbariums. The columbariums are connected via corrdiors to the waiting rooms, offering an alternative circulation path.
15 Aman Sheth
Chapel Level Plan 6 7 8 9 10 B C D F G A3.2.18 A3.2.19 A3.2.19 A3.2.20 1 2 A3.2.20 101 ST. CALLISTUS CHAPEL 109 BISHOP'S CRYPT 103 N DEVOTIONAL SHRINE 107 S SIDE VESTIBULE 105 VESTIBULE 106 STAIR VESTIBULE 108 S COLUMBARIUM 110 N COLUMBARIUM 110A 105X 105Y 108A 108B 106Y 113 N CORRIDOR 114 S CORRIDOR 1' 1" 3' 8" 10' 8" 8 1/4" 0' 2" 7' 1/4" 15' 1/4" 3" 10 1/4" 15' 3/4" 3' 4" 4' 1/2" 1' 3/4" A5.1.21 4 0' 8" 1' 0 1/2" 6' 3/4" 115 I.T. ROOM 116 STORAGE 117 STORAGE 11 118 ELEVATOR VESTIBULE 36" TYP. 48" TYP. 13 14 36" TYP. 48" TYP. 13 14 48" TYP. 36" TYP. 106B 0" 4' 0 1/4" 5' 6" 5' 6" 4' 0 1/4" 22 22 25 SEE SHEET 1 A8.4.01 SEE SHEET 2 A8.4.01 SEE SHEET A8.4.01 SEE SHEET A8.4.04 SEE SHEET 1 A8.4.05 SEE SHEET 1 A8.4.02 SEE SHEET 1 A8.4.03 SEE SHEET A8.4.06 SEE SHEET A8.4.06 SEE SHEET A8.4.07 SEE SHEET A8.4.07 ELEVATOR A4.2.01 2 A4.2.01 A3.1.01 1 A3.1.02 2 A3.1.01 A5.1.42 13 SEE SHEET 2 A8.4.07 B C 119 ALTAR N. VESTIBULE 120 ALTAR S VESTIBULE B 1W F 1W A NW B B S B 1W E W F 1W F 1W D D N A D NC D D D N D NC D NC 4 D N A D 4 D N B D NC D N D D NC D N A D D 6 F F F E B 6 D D N B 4 D 4 D D D NC D NC D NC D D D D NC D 4 34 1' 1/2" 13' 8" 10' 8" 16' 2" 15' 1" 1' 2 3/4" MATCH FIELD CONDITION 6' 1/4" 9' 8" 3 3/4" 3 1/4" 3' 4" 16' 1/4" 16' 9" 19' 3" 16' 1/4" 7' 1/4" 2' 10 1/4" 1' 8 1/2" 21' 10" 4' 8" 15' 1 3/4" 11' 1/4" 17' 3" 22' 2" 2' 3/4" 12' 3/4" 7' - 4 1/4" 35 34 B 3' 1/4" 6 3/4" 4' 11 3/4" 27 1/2" 4' 2 3/4" A3.1.04 2 A3.1.04 A5.1.61 3' 11" 4 A3.1.04 A3.1.04 1 A5.1.29 A5.1.17 19 3' 10" 2' 3 1/2" 4' 10" 6 1/4" 10' 1/2" 113B-PH 101A-PH 114A-PH 201 SF 102 S DEVOTIONAL SHRINE 0' 5 3/4" 4' 2 1/4" 15' 1 3/4" 11' 1/4" 17' 3" 22' 2" 0' 4" 6' 0" 9' 10" 9' 10" 6' 0" 5' 8" 5' 3/4" 1' 3/4" 6' 7" 5' 7 3/4" 4' 3/4" 8' 6" A6.03 8 114B 4' 0" 7' 0" 113X D W D S 6 D N X A 6 D S 6 D N 10' 6" D N X 6 D D D N B W B S B W 4' 9" 176 SF 104 N SIDE VESTIBULE 4 -834" 4 3/4" 4' 1/4" 10' 4 1/2" 0 3/4" 113Z 113Y 42 A N A D 6 A N 6' 0" 101BC 10' 2" 5' 3/4" 0' 3/4" 0' 3/4" 5' 1/4" 10' 11 3/4" 2' 2 1/4" SA SB SC SD SE SF S1 S2 S4 S5 S3 3' 10 3/4" 2' 1/2" 2' 10 1/4" 3" MATCH FIELD CONDITION 6' 1/2" 7' 7" MATCH FIELD CONDITION 10 3/4" MATCH FIELD CONDITION 6' 1/2" 2' 6" 0' 11 1/4" 0' 1/2" 5" 0' 1/4" 0' 1/4" 2' 2 1/4" 12' 1/2" 2' 2 1/4" 14' 3/4" 2' 11 1/4" 6' 5 1/4" 5' 1/4" 5 1/4" 5' 1/2" 4' 1/2" 5' 1 1/4" 4' 10 1/2" 4' 10 3/4" 4' 0" 1 3/4" 2' 1/4" 17 1/4" 15 1/2" 8" 5' 2 1/2" 3' 0 3/4" 6' 1/2" 5' 11 1/4" 2 1/2" 2' 2 1/4" 6' 3/4" 5' 11 1/4" 6' 11" 7' 0 1/2" 2' 1/4" 4 1/2" 10' 3/4" 2' 2 1/4" 12' 4" 5 1/2" 2' 1/4" PROJECT CENTERLINE 1/2" 20 1/2" 54 3/4" 25 3/4" 4 1/4" 13 3/4" 9" 17"1' 1 3/4" 4' 0 1/4" 5' 6" 5' 6" 4' 0 1/4" 1' 1 3/4" 2' 10 3/4" 17 1/4" 5" 13 3/4" 4" 1/4" 13' 3" 10' 8" 16' 2" 30 1/4" 22 1/2" 35 1/4" 88 1/4" 13" 13" 26" 10' 6" 2' 2" 6' 7" 2' 4 1/4" 5' 6 1/2" 9' 1/4" 8' 11 1/4" 70 1/2" 6" 9' 2 3/4" 3' 7 1/2" 3' 7 1/2" 8' 1/2" 3' 3/4" 3' 3/4" 10 1/4" 20" 20" 18' 7 3/4" B 6 B 2 LEGEND (E) WALLS WALLS TO BE DEMOLISHED AREA NOT IN SCOPE FLOOR TO BE CHIP AND AS REQUIRED FOR NEW 1/4" THICK PL-1S SOLID PIN STONE GRAIN DIRECTION 1/4" THICK PT- SOLID PIN RESORT 1/4" THICK PT- SOLID PIN RED 1/8" THICK PL-1S SOLID PIN 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 12:13:56 PM A2.2.01 UNDERCROFT LEVEL ENLARGED PLAN 21012 ST CALLISTUS CHAPEL 13280 CHAPMAN AVE, GROVE,CA 92840 50% DD PRICING SET 100% DD SET PLAN CHECK SET OCFA PLAN CHECK IFC DRAFT VE DRAFT IFC BULLETIN 1 ORGAN KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT CELEBRANT CHAIR; AUXILARY CHAIR; BY TABERNACLE; BY OTHERS ST-3 STONE BENCH. 11 (E) COLUMN 13 ACCESSIBLE SEATING 14 COMPANION SEATING 22 CAMERA SHELF. SEE SHEET A5.1.22 OWNERSHIP. MT-1 ON SHEETA5.1.29 34 KNEELING PAD FOR 35 (E) DRINKING FOUNTAIN. PLACE. 42 SALVAGED FEC TO 53 CRYPT; BY OTHERS REV DESCR PT ON
St. Callistus Chapel Custom Stone Head & Jamb Details Ceiling Details 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 COVE LIGHT PER LIGHTING DRAWINGS 2" 4" 3" VESTIBULE 104, & S SIDE VESTIBULE 107 COVE LIGHT PER LIGHTING DRAWINGS GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 2" 4" 6" 12" GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 8" 4" 3" 3" 2" 4" 1 1/2" 1" 1 1/2" 1 1/2" 1" 1 1/2" NOTE: THIS CONDITION OCCURS AT BISHOP'S CRYPT 109, N COLUMNBARIUM 110 & S COLUMNBARIUM 108 COVE LIGHT PER LIGHTING DRAWINGS 3" COVE LIGHT PER LIGHTING DRAWINGS GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 2" 4" 3" 1 1/2" 1" 1 1/2" NOTE: THIS CONDITION OCCURS AT BISHOP'S CRYPT WALL PER PLAN 4" 1/2" STONE CLADDING ATTACHMENT CLIP AS REQUIRED AT VESTIBULE SCALE: 3" = 1'-0" 3 TYPICAL COVE WITH COFFER AT BISHOP'S CRYPT AISLE SCALE: 3" = 1'-0" 1 TYPICAL COVE WITH COFFER AT STONE WALL COVE LIGHT PER LIGHTING DRAWINGS GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 2" 4" 3" 1 1/2" 1" 1 1/2" NOTE: THIS CONDITION OCCURS AT VETIBULE 105, STAIR VESTIBULE 106, N SIDE VESTIBULE 104, & S SIDE VESTIBULE 107 6" COVE LIGHT PER LIGHTING DRAWINGS GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 2" 4" 6" 12" 3" 1 1/2" 1" 1 1/2" NOTE: THIS CONDITION OCCURS AT BISHOP'S CRYPT 109, N COLUMNBARIUM 110 & S COLUMNBARIUM 108 COVE LIGHT PER LIGHTING DRAWINGS GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 2" 4" 4" 9" 3" 1 1/2" 1" 1 1/2" NOTE: THIS CONDITION OCCURS AT CHAPEL ENTRY STONE COLUMN WRAP GYPSUM PLASTER BOARD WITH SKIM COAT PL-1 NOTE: THIS CONDITION SCALE: 3" = 1'-0" 2 TYPICAL COVE WITH INVERTED COFFER AT VESTIBULE SCALE: 3" = 1'-0" 3 TYPICAL COVE WITH COFFER AT BISHOP'S CRYPT SCALE: 3" = 1'-0" 4 TYPICAL COVE WITH COFFER AT CHAPEL BACK AISLE SCALE: 3" = 1'-0" 1 TYPICAL COVE
17 Aman Sheth
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
19 Aman Sheth
NATIONAL BANK Beverly Hills, California 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
CNB
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
21 Aman Sheth 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" 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 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 PART THAT NEED TO BE RELOCATED SHOULD BE REPLACED WITH NEW PARTS. 3. WINDOW WALL ON LEVELS -8 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 COPYRIGHT © 2022 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 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. REV DESCR PTION 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 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" 4' 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 -8 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 COPYRIGHT © 2022 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. FLOOR SPANDREL SECTIION TYPICAL FLOOR SPANDREL SECTIION REV DESCR PTION DATE 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" METAL PANEL (E) CONCRETE STONE SHOTCRETE SHEAR WALL, SEE STRUCTURE INSULATION INSULATION CEMENT PLASTER WATER PROOFING (E) CONCRETE SHOTCRETE SHEAR WALL, SEE STRUCTURE METAL PANEL STONE INSULATION ROOFING 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" 1 WEST WALL SECTION 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 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" 4' 6" R2 19 EXISTING NEW CONSTRUCTION DEMOLISHED CONCRETE SHEAR LEGEND GENERAL NOTES: 1. THE BUILDING IS EQUIPPED THROUGHOUT EMERGENCY VOICE ALARM COMMUNICATION PARTS NEED TO BE RELOCATED OR REPLACED ACCOMPLISH THE WORK. 2. THE BUILDING IS SPRINKLERED THROUGHOUT. THAT NEED TO BE RELOCATED SHOULD NEW PARTS. 3. WINDOW WALL ON LEVELS 2-8 SHOULD OPERABLE WINDOWS IN THE SAME PERCENTAGE EXISTING. 4. ADD COMPLIANT HANDRAILS AND GUARDRAILS STAIRS AS NEEDED. JOHNSON FAIN ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION 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 400 N ROXBURY DRIVE, BEVERLY CA 90210 SD PRICING SET 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. SECTIION REV DESCRIPT ON
Section
The above demo and proposed wal section show the profile of the current and propsoed design of the building facade. Section
Demo Wall LEVEL 1 257' - 2 1/2"
Proposed Wall 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"
366' - 2 1/2"
370' - 8 1/2" LEVEL BASEMENT 246' - 1 1/2"
6" 13' 0" 13' 0" 13' 0" 18' 0" 11' 1"
R3
D10
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" NEW CONSTRUCTION DEMOLISHED CONCRETE SHEAR WALL
LEGEND GENERAL NOTES: 1. THE BUILDING IS EQUIPPED THROUGHOUT WITH AN NEW PARTS. 3. WINDOW WALL ON LEVELS -8 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 SHEET NUMBER
PROJECT NUMBER COPYRIGHT © 2022
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" TYPICAL NORTH-WEST DEMO WALL SECTION SCALE: 1/4" = 1'-0" 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. FLOOR SPANDREL SECTIION
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"
METAL PANEL
(E) CONCRETE STONE
SHOTCRETE SHEAR WALL, SEE STRUCTURE INSULATION INSULATION CEMENT PLASTER WATER PROOFING (E) CONCRETE SHOTCRETE SHEAR WALL, SEE STRUCTURE
METAL PANEL
STONE
INSULATION ROOFING
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" 1 WEST WALL SECTION 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.
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
23 Aman Sheth
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 CENTERLINE OF WALL LINE OF STATIONARY PANEL BEYOND DOOR - REFER TO SCHEDULE DROP SEAL FINISH FLOOR REFER TO PLAN FINISH TRANSITION OCCURS AT CENTER OF DOOR FINISH FLOOR REFER TO PLAN DOOR PER SCHEDULE H.M. DOUBLE RABBET HEAD W/ INSULATED FILL , RATING AS SCHEDULED INTERIOR BATT INSULATION AS REQ'D BATT INSULATION AS REQ'D 5/8" GYPSUM BOARD MILLWORK JOINT WITH HIDDEN FASTENERS SMOKE SEAL PER 1 FINISH HARDWOOD DOOR FRAME FINISH TO MATCH PDOOR PER SCHEDULE 1/4" BLOCKING PAINT TO 1 COLOR PAINT TO MATCH SHIM AS NEEDED 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" SLIDING GLASS DOOR -HEAD SCALE: 3" = 1'-0" SLIDING GLASS DOOR -JAMB SCALE: 3" = 1'-0" SLIDING GLASS DOOR -SILL SCALE: 3" = 1'-0" HOLLOW METAL DOOR HEAD SCALE: 3" = 1'-0" 5 HOLLOW METAL DOOR JAMB SCALE: 6" = 1'-0" 6 FLUSH WOOD FRAME HEAD/JAMB SCALE: 3" = 1'-0" 7 WINDOW HEAD SCALE: 3" = 1'-0" 8 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 ALUMINUM GLAZING SYSTEM CENTERLINE OF WALL LINE OF FRAME ABOVE LINE OF STATIONARY PANEL BEYOND DOOR - REFER TO SCHEDULE DROP SEAL FINISH FLOOR REFER TO PLAN FINISH TRANSITION OCCURS AT CENTER OF DOOR FINISH FLOOR REFER TO PLAN DOOR PER SCHEDULE H.M. DOUBLE RABBET HEAD W/ INSULATED FILL , RATING AS SCHEDULED INTERIOR BATT INSULATION AS REQ'D SCHEDULED WALL TYPE PER 5/8" GYPSUM BOARD ALIGN MILLWORK JOINT WITH HIDDEN FASTENERS SMOKE SEAL PER 1 FINISH HARDWOOD DOOR FRAME FINISH TO MATCH PDOOR PER SCHEDULE 1/4" BLOCKING PAINT TO 1 COLOR PAINT TO MATCH SHIM AS NEEDED 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" SLIDING GLASS DOOR -HEAD SCALE: 3" = 1'-0" SLIDING GLASS DOOR -SILL SCALE: 3" = 1'-0" HOLLOW METAL DOOR HEAD SCALE: 3" = 1'-0" 5 HOLLOW METAL DOOR JAMB SCALE: 3" = 1'-0" 7 WINDOW HEAD SCALE: 3" = 1'-0" WINDOW JAMB
East Elevation
Building Elevations
The 50’s mid-century inspired building features an array of punched windows placed at varying heights and of varying sizes to enhance both the exterior and the interior space.
25 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 Phase
Notes:
14 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.
5 . 16 Fifth Avenue
New York, NY
27 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.
South Crown
29 Aman Sheth
Enlarged Entry Base
Stone Cornice Details
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 .
31 Aman Sheth
8TH & FIGUEROA TOWER (MIXED USE DEVELOPMENT) Los Angeles, CA
8th & Figueroa Tower
North Elevation
33 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, 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 .
35 Aman Sheth
IMT SHERMAN OAKS (MIXED USE DEVELOPMENT)
Los Angeles, CA
Buidling A Ground Floor Plan
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 building.
IMT ICON Sherman Oaks UP UP UP DN UP A B E F 31' 30' 2" 31' 4" 30' 2" 31' 4" 14' 5" 660' 0" 1,265 SF CORRIDOR A122 1,572 SF RETAIL A112 2,072 SF RETAIL A111 D 1 A3.2.02 4,013 SF BUSINESS A113 A6.1.03 A6.1.02 1 GO BACK AREA A6.1.04 179 SF TRASH ROOM 380 SF MECHANICAL A120 COMMERCIAL TRASH 95 SF TELE A121 MAIL ROOM 79 SF RESTROOM A103 466 SF LOBBY A101 1,095 SF BUSINESS LOUNGE A5.3.11 TYP. A-111B A-182A A-122A RECYCLE 242 SF RESIDENTIAL TRASH A124 DN G 3.2 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" 14,941 SF RETAIL A6.2.02 A6.2.01 A-123 A-120A A-115 A-120B I-20 A-122E STAIR A5 A184 A-110A 16.08% 0.96% % 8.33% 8.33% 15.83% A-114A A-114B A-116C A-122D A-122F A-110E A-116B D.1 D.6 STAIR A1 SV SV 660.00 SV C16 SV SV M02 SP C14 C14 SP SA SA SA C14 SP 2 SA SV SA 2 SP 2 SA SV SA 2 SA SA C12 C16 C14 SA 2 M02 2 SA SA SA 2 NOTE: SEE INTERIOR DWG 660' 0" 660' 0" 660' 0" 656' 1/2" 656' 6 1/2" 654' 0" 654' 0" NOTE: SEE INTERIOR DWG NOTE: SEE INTERIOR DWG 656' 1/4" 1 C14 A-113 A-122C 064 066 430 065 105 430 450 452 764 401 119 205 205 035 207 030 077 168' 207' 7/16" ELEVATOR LOBBY 435 655.37 035 119 035 035 119 A-181B 768 654' 0" LOADING DOCK RAMP 1,158 SF LOADING DOCK 160 SF CORRIDOR A125 345 SF DOCK STAGING A128 069 069 069 101 M02 16 TYP 1 A5.4.11 TYP A5.4.11 ELEV. A1 A191 STAIR A3 ELEV. A4 A194 ELEV. A3 A193 LOBBY I-18 I-19 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. 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 13.SEE SHEETS A5.1.01 & A5.1.02 FOR TYPICAL ACOUSTI 14.SEE SHEET A5.2.01 FOR TYPICAL FIRE RATED DETAILS GENERAL NOTES HOUR RATED WALL CMU WALL CONCRETE WALL AD PD ED 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. 101A D.3A DOOR TYPES, SEE A8.02 A8.02.1 JOHNSON REVISION DESCRIPTION SHEET TITLE ARCHITECT 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. 066MOTORIZED OVERHEAD HIGH-SPEED GRILLE. 069RAISED TRAFFIC CONC. CURB, 6"W. X 6"H., SEE DETA 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. 207CONC. SEAT WALL, SEE LANDSCAPE DWGS. 416ANNUNCIATOR PANEL. 417FIRE DEPARTMENT ACCESS STAIR TO PODIUM LEVEL. 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. 768WALL MOUNTED 1" TUBE STEEL BARRIER GATE W/ SELF-CLOSING HINGES @ LEVEL OF EXIT DISCHARGE ONLY, PTD TO MATCH STAIR.
37 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 GROUND 15' 6" 10' 2 1/2" 10' 1/2" 10' 2 1/2" 10' 2 1/2" B1 A501 B1 A401 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 A5.6.02 1 SIM. E 3 10' 2 1/2" A5.3.21 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 BLDG A 05 LEVEL 650 3 657' 6" LINE OF RIVERSIDE DRIVE A4.2.01 A4.3.03 MT-3 MT-3 GL-2 XL- - WDA5.3.53 12' 6" D.4 D.3 D.5 SEE SHEET 9 A5.3.11 MT-2 646 024 650 678 649 A5.3.53 A5.3.53 +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 ROOF +716.33 MSL +721.08 MSL 9" 10' 1/2" 10' 1/2" 10' 1/2" 10' 1/2" 15' 6" 11' 0" 5 TYP 4 TYP +649.00 MSL +638.00 MSL A5.3.21 A5.3.53 A6.3.02 7 1.PROVIDE ANTI-GRAFFITI COATING ON FIRST 9' OF PERIMETER EXTERIOR WALLS MEASURED FROM 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. 4.SEE ENLARGED ELEVATIONS FOR EXTERIOR FINISHES & ADDITIONAL INFORMATION. 5.ALL EXTERIOR CMU VENEER PATTERN IS MIXTURE OF 60% CMU-1, 25% CMU-2, & 15% CMU-1. 6.SEE A5.3.01 FOR TYPICAL PLASTER DETAILS. GENERAL NOTES JOHNSON FAIN ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION DATE SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER COPYRIGHT © 2019 KEYPLAN RESIDENTIAL BLDG A RESIDENTIAL BLDG B OFFICE PARKING STRUCTURE SURFACE PARKING 12/23/2019 1:30:17 PM A3.2.01 BUILDING A - BUILDING ELEVATIONS 19004 IMT RESIDENTIAL DEVELOPMENT 14130 & 14154 W RIVERSIDE DRIVE SHERMAN OAKS, CA 91423 SCHEMATIC DESIGN PRICING 100% DESIGN DEVELOPMENT 50% CONSTRUCTION DOCUMENTS ISSUE FOR PLAN CHECK PRICING SET 07/03/2019 09/13/2019 10/25/2019 12/02/2019 12/20/2019 SCALE: 1/8" = 1'-0" 2 BUILDING A -EAST ELEVATION SCALE: 1/8" = 1'-0" 1 BUILDING A -NORTH ELEVATION REV DESCR PT ON DATE KEYNOTE LEGEND 024FDC. 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 W 659PLASTER REVEAL, SEE SHEET A5.3.01 FOR TYPICAL DE 68042"H. MTL. GUARDRAIL, PTD. SEE 2/A5.3.52, TYP. MSL BLDG A PODIUM +675.50 MSL BLDG A 03 LEVEL +685.71 MSL +695.92 MSL +706.13 MSL +721.08 BLDG A ROOF A B C E F MSL BLDG A GROUND +660.00 MSL BLDG A RETAIL +654.00 648' 0" 647' 6 1/4" LINE OF HAZELTINE AVE. D BLDG A LOADING DOCKMT-MT-2 MT-2XL-G - -GL- MT-D.1 D.2 WD9 A5.3.11 MT-2 678 650 650 401 453 035 680 651 649 18 A5.3.01 17 A5.3.01 8 7 5 1 3 2 657' 6" LINE OF RIVERSIDE DRIVE 648' 0" A4.3.03 1 3 XCP- - XCPMT-4 MT-3GL-2 - MT-3 2.2 3.2 4.2 5.2A5.3.53 12' 6" D.4 D.3 SEE SHEET 9 A5.3.11659 659 680 651 035 649 582 1 2 BLDG A PODIUM +675.50 MSL BLDG A 03 LEVEL +685.71 MSL +695.92 MSL +716.33 MSL BLDG B GROUND +660.00 MSL BLDG A T.O. PARAPET 4' 9" 10' 1/2" 10' 1/2" 10' 1/2" 10' 1/2" 15' 6" 11' 0" A5.3.21 A5.3.21 B1 WEST +649.00 MSL B2 WEST +638.00 MSL A5.3.21 1 TYP. 7 TYP TYP TYP MT-11.PROVIDE ANTI-GRAFFITI COATING ON FIRST 9' OF PERIMETER EXTERIOR WALLS MEASURED FROM 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. 6.SEE A5.3.01 FOR TYPICAL PLASTER DETAILS. GENERAL NOTES JOHNSON FAIN ISSUE DESCRIPTION REVISION DESCRIPTION DESCRIPTION DATE SHEET TITLE ARCHITECT PLOT STAMP SHEET NUMBER PROJECT NUMBER KEYPLAN RESIDENTIAL BLDG A RESIDENTIAL BLDG B OFFICE PARKING STRUCTURE SURFACE PARKING 12/23/2019 1:30:17 PM A3.2.01 BUILDING A - BUILDING ELEVATIONS 19004 IMT RESIDENTIAL DEVELOPMENT 14130 & 14154 W RIVERSIDE DRIVE SHERMAN OAKS, CA 91423 SCHEMATIC DESIGN PRICING 100% DESIGN DEVELOPMENT 50% CONSTRUCTION DOCUMENTS ISSUE FOR PLAN CHECK PRICING SET 07/03/2019 09/13/2019 10/25/2019 12/02/2019 12/20/2019 SCALE: 1/8" = 1'-0" 2 BUILDING A -EAST ELEVATION SCALE: 1/8" = 1'-0" 1 BUILDING A -NORTH ELEVATION REV DESCR PT ON DATE 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
Project: Vista Del Mar
Site: Los Angeles, USA
Program: Therapeutic Performing Arts Theatre
Employer: AUX Architecture
Details: Concept - CD Phase, Permitting
Status: Complete
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:
8 .
Therapeutic Performing Arts Theatre
VDM: THERAPEUTIC PERFORMING ARTS THEATRE
Los Angeles, CA
39 Aman Sheth
DISTRIBUTION DIAGRAMS: 3 DIMENSIONAL VIEW
DISTRIBUTION DIAGRAMS: 3 DIMENSIONAL VIEW
DIMENSIONAL VIEW
THEATRE
THEATRE
T1 THEATRE/AUDITORIUM
LOWER LEVEL PROGRAM DISTRIBUTION
REHEARSAL SPACE / CLASSROOM
REHEARSAL SPACE / CLASSROOM
T1 THEATRE/AUDITORIUM
REHEARSAL SPACE / CLASSROOM
T2 STAGE
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
E1 CLASSROOM / REHEARSAL ROOM
E2 CLASSROOM / REHEARSAL ROOM
E2 CLASSROOM / REHEARSAL ROOM
E3 DRESSING ROOMS / RESTROOMS
E3 DRESSING ROOMS / RESTROOMS
E5 CLASSROOM
E5 CLASSROOM
THEATRE SUPPORT SUPPORT
THEATRE SUPPORT SUPPORT
TS1-TS3 CONTROL ROOM
TS1-TS3 CONTROL ROOM
SUPPORT
TS4 STORAGE
TS4 STORAGE
TS6 COSTUME / PROP STORAGE
B1 BREAK ROOM / GREEN ROOM
TS6 COSTUME / PROP STORAGE
TS7 VESTIBULE
B2 MAINTENANCE ROOM
TS7 VESTIBULE
B5 OFFICE
TS8 VESTIBULE
TS8 VESTIBULE
B6 PUBLIC RESTROOMS
B7 MECHANICAL / UTILITY ROOM
B8 ARTIST’S LOBBY
LOBBY
B1 BREAK ROOM / GREEN ROOM
B1 BREAK ROOM / GREEN ROOM
B2 MAINTENANCE ROOM
B2 MAINTENANCE ROOM
B5 OFFICE
B5 OFFICE
B6 PUBLIC RESTROOMS
B6 PUBLIC RESTROOMS
B7 MECHANICAL / UTILITY ROOM
B7 MECHANICAL / UTILITY ROOM
B8 ARTIST’S LOBBY
B8 ARTIST’S LOBBY
B11 CIRCULATION THEATRE & BLDG. SUPPORT
B11 CIRCULATION THEATRE & BLDG. SUPPORT
B12 CIRCULATION LOBBY
B12 CIRCULATION LOBBY
B11 CIRCULATION THEATRE & BLDG. SUPPORT
B13 CIRCULATION THEATRE 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
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
B14 TERRACE
B15 LOADING DOCK
B15 LOADING DOCK
B16 MECHANICAL ROOM
B16 MECHANICAL ROOM
B17 MECHANICAL ROOM
B17 MECHANICAL ROOM
B18 MECHANICAL ROOM
B18 MECHANICAL ROOM
NOTE:
Refer to program summary for Area (SF)
GLORYA KAUFMAN THERAPEUTIC ARTS & DANCE CENTER
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
AUX ARCHITECTURE
UPPER LEVEL PROGRAM DISTRIBUTION LOWER LEVEL PROGRAM DISTRIBUTION L3 B6 TS1 B13 TS2 TS3
2018.01.16
ARTS & DANCE CENTER
NOTE: to program summary for Area (SF) UPPER LEVEL PROGRAM DISTRIBUTION LOWER LEVEL PROGRAM DISTRIBUTION T1 L2 L3 B17 B6 B6 B5 T2 T2 T2 TS1 B13 B11 TS2 TS3 TS4 TS8 TS6 E1 E3 E3 B12 B2 B5 L1 B11
VDM: Therapeutic Performing Arts Theatre
41 Aman Sheth
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
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 accalimed Kunsthaus Graz building.
Helsinki 9 .
Guggenheim
GUGGENHEIM HELSINKI COMPETITION
Helsinki, Finland
43 Aman Sheth
Ground and First Floor Plan Guggenheim Helsinki
The design offers a subtle materiality for the building, with zincfaced rooflights and an 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.
45 Aman Sheth
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 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 & 12 Th floor of a high-rise building.
A design goal of the project was to hide the structure and create a fluid space. The task of hiding these large columns was carried out by wrapping them with deforming surfaces (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 10 .
47 Aman Sheth
OBEROI CLUB 360 Mumbai, India
Oberoi Club 360
Indoor Gymnasium
49 Aman Sheth
Plans
Enlarged Elevations
