Yelin (Lynn) Hahm Portfolio by Lynn Hahm

Yelin (Lynn) Hahm SCI-Arc B.Arch '21

Yelin (Lynn) Hahm SCI-Arc Fall 2016 - Spring 2018

Yelin (Lynn) Hahm yelin1012@gmail.com +1 (213) 298-1450

Statement In architecture, there is always a reason behind it. Every decision made in architecture has reason behind it or has to have one. Each reasons, altogether, becomes what an architect is trying to communicate to users, an idea or a concept. When it is clear to people, the architecture is complete. My purpose of architecture is the primary energy source, the sunlight. Aperture in architecture continues to be critical as they are. People want a home with big windows to bring lots of sunlight in and have the warmth. Also apertures are the only thing in architecture that connects the interior and the exterior. It is only possible because the sunlight travels through windows to inside, giving people warmth and vision to experience the architecture.

Contents Design Studios

Applied Studies

DS 5000 4B Vertical Studio : Competitions x3

DS 1040 4A Design Studio : Positions

DS 1031 3B Design Studio : Articulation & Tectonics II

DS 1030 3A Design Studio : Articulation &W Tectonics I

DS 1021 2B Design Studio : Object to World II

DS 1020 2A Design Studio : Object to World: Ground, Aperture I

122

DS 1011 1B Design Studio : Mass and Interiority II

138

DS 1010 1A Design Studio : Mass and Interiority I

154

AS 3041 Advanced Construction Project Delivery : GL[ASS]

170

AS 3040 Design Development : Topiary

288

AS 3030 Environmental Systems II : SCI-Arc Expansion

334

AS 3020 Environmental Systems I : Earth, Fire and Water

368

AS 3033 Tectonics + Materials : Kolon One and Only Tower

392

Visual Studies

Liberal Arts

VS 2629 3A Visual Studies : Virtual Reality Film Sets

402

VS 4021 2B Visual Studies : BANANAS!

406

VS 4020 2A Visual Studies: Technologies of Description II

418

VS 4011 1B Visual Studies: Technologies of Description I

430

LA 8022 Contemporary Civilization : Three Truths

442

LA 8533 Heidegger : To be or Not to be, That is the Question

446

LA 8019 Film II : Dead Body with New Soul or Dead Soul with New Body

452

HT 2024 History of Architecture and Urbanism II: Ekphrasis - Sanctity to Felony

455

HT 2012 History of Architecture and Urbanism I: Cultures over Everything

459

LA 8010 Design Cultures: Depreciating the Originality

465

YELIN (LYNN) HAHM

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3

DS 5050 Vertical Studio Competition x3 Spring 2020 John Enright Partner : Malvin Wibowo

YELIN (LYNN) HAHM

DRAPE

Interior 1

The proposed monastery respects the existing ‘Baralha Fortress’ by building over it and spanning over the historic structure. The project presents a flow through a variety of zones within the building for solitude, incorporating the fortress plinth. Instead of meditating on one fixed space or in a still position, people will be able to contemplate within the movement through the flow of one space to another within the building, seeking for one’s true self. It also creates playful relationships between view and viewer using the literal and metaphorical use of the curtain as an architectural element. The curtains offer flexibility to create semi-interior spaces, which can be operated by users. The viewers will start the journey by following the existing trail to the ruins. Once they reach the entrance, they are welcomed by the framed view of the scenery in Cape Espichel. The trail will be extended into the monastery, continued by a shallow body of water that will cleanse them from the impurities (Image 3). This will take them to the stairs guiding from one level to another. In order to seek for their true self, they will have to look up and follow the light which will guide their next path (Image 4). The light directs them linearly through programs up to the roof (Image 5), where they will be emerged by the open scenery of Baralha Fortress as they conclude their journey.

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DRAPE

N 1:800

SITE PLAN

YELIN (LYNN) HAHM

1:320 SECTION A

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DRAPE

1:320 SECTION B

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A DN

1 UP

LEGEND 1. “Inner” Space 2. Dormitory 3. Lookout Point 4. Dining Room 5. Kitchen 6. Restrooms 7. Storage

150 m2 12 m2 15 m2 45 m2 20 m2 30 m2 20 m2

1:320 PLAN 1

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DRAPE

3 7

1:320 PLAN 2

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1:320 ROOF PLAN

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DRAPE

Exterior 1

Exterior 2 15

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Interior 1

Interior 2 16

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DRAPE

Interior 3

Interior 4 17

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Dancing Curtain

“To see and to make oneself be seen, to understand and to make oneself be understood, that is the fated circle of humanity; to be an actor or spectator, that is the condition of human life.” Charles Garnier, Le Theatre (Paris: Hachette. 1871)

In What Is a City by Lewis Mumford, he argues that the city is “a theater of social action”. The Dancing Curtains presents itself as an urban stage that provides a platform for citizens to display themselves and be seen by the others. The stage invites the people to interact and blurs the line between the actor and spectator, the view and the viewer. The Dancing Curtains proposes five towers at Arena Green Park West with heights ranging from 175 to 200 feet. Two of the five towers will be made out of sheer blue billowing fabric while the rest will be frozen drape-like precast concrete structure. The proposal invokes net-zero energy design principles in the lighting design. Instead of creating an enclosure, the project establishes multiple relaxed, comfortable, and informal public spaces, where people can not only act and perform, but also take photos, sit, eat and lie down. Formally and materially, the proposal toggles back and forth between what is understood as real and fake curtain, soft and hard, light and heavy, smooth and rough. With the technological development in Silicon Valley, social media becomes an important standard of verification for a landmark. The proposal challenges the idea of a monument that is traditionally identified by its scale. Instead of its height, the project considers social media monumentality to define its landmark quality. As a critique to contemporary culture, the fame on social media assigns a new definition of monumentality. The physical scale does not matter, but its digital footprint on the internet afterward is the most important aspect for it to become an icon. The proposal explores the way we experience space on social media, through the way it is being framed, photographed, recorded, and viewed in digital space. The project presents itself through its representation in leading social media platforms, such as Instagram, Twitter, Facebook, Snapchat, etc. While social media platforms become the stage for the proposal, the project also turns into a physical platform for digital content. Thus, both agents start to blur; the view and the viewers, the actors and the spectators, to present themselves to the public. 18

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DANCING CURTAIN

Site Plan 19

YELIN (LYNN) HAHM

Night Time Floor Plan 20

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DANCING CURTAIN

Daytime Elevation

Nighttime Elevation 21

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Exterior 1

Exterior 2 22

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DANCING CURTAIN

Vignettes 23

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Vignettes 24

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DANCING CURTAIN

Vignettes 25

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Social Media : Twitter 26

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : DANCING CURTAIN

Social Media : Instagram 27

YELIN (LYNN) HAHM

All the World's a Stage

Interior 1 All the World’s a Stage, sees the experience of wine tasting as a type of public performance, where people share the enjoyment of fine wine through social interaction. To support the holistic experience of wine tasting, All the World’s a Stage provides a series of interconnected sets for the act to take place. The corner location of the site and the placement of the stages allows patrons to view the vineyard from the stage, as the grapevines in the fields act as their audience. The proposal explores the role of wine as neither subject nor object, but rather as an expressive medium that takes place in the context of tasting. As Andrea Mubi Brighenti mentions, wine is more than a complex chemical structure: it is “a radical social constructivism where an equally simplistic activity of truth construction by consensus is envisaged”. This is where wine has a voice in the activity of tasting. The project provides three different experiences of wine tasting. The main room is a fully enclosed space where users enter and order wine at the bar with a terrace space around the perimeter. The first ramp goes up to the second pavilion that is located in front of and slightly above the first room. This second semi-closed space is surrounded by sheer curtains acting as railings. The other ramp goes down to the third space where informal wine tasting experience happens closer to the vineyard. The project consists of three wine tasting spaces with restrooms and storage located under the second pavilion. These three wine tasting spaces are hugged together by the curtains on the perimeter. Architecturally, the curtains create semi-interior spaces. In the main room, the curtains are staged to frame the main view to the vineyard. From the exterior, the curtains are also framing the architecture, inverting the role of what is being viewed and who the viewers are. The soft, light, sheer, and billowing characters of curtains enhance the dialogue with the hard, heavy, opaque, and stable pavilions. The furniture in this project also reflects the playful duality between heavy and light. All the fixed furniture, such as a bar counter, wine racks, and tables, represents heaviness, reflected by its material: stone. On the other hand, bar stools, seats, and cushions portray softness, fluffi ness, and hairiness as those are flexible, comfortable, and moveable. The furniture is also a part of performance for the users, where the hard and solid furniture are dedicated for the servers, while the puff y seatings are interactable by the customers. The All the World’s a Stage tasting room consists of three main stages for social performances. Stage #1 is located at the level of the winery, where users enter and are welcomed by the view of the vineyard. In this stage, a bar-like, semi-formal act is performed as people taste their wine, sit on fluff y stools, and enjoy the scenery. As the plot progresses, the users can walk up the ramp to the Stage #2, bringing them closer to the vineyard, where a more formal and dine-like environment is performed. The atmosphere suggests them to sit and enjoy their Charcuteries. The users can also go down the ramp to stage #3, where the fire pit is located on the same level as the vineyard. This stage has a relaxed ambience, where people can lounge on pillows, taste their wine, and feel the warmth from the fi re pit. The third stage invites people to gather in a more domestic setting of the wine tasting room. 28

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : ALL THE STAGE'S A STAGE

Render 1 29

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Render 2 30

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : ALL THE STAGE'S A STAGE

Render 3

Render 4 31

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Lower Floor Plan 32

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : ALL THE STAGE'S A STAGE

Upper Floor Plan 33

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Roof Plan 34

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : ALL THE STAGE'S A STAGE

P2 P1

Section A

P2 P1

Section B 35

YELIN (LYNN) HAHM

ROOF + 9.8m

GROUND LEVEL + 2.8m VINEYARD + 0.0m

Section A

ROOF + 9.8m

GROUND LEVEL + 2.8m VINEYARD + 0.0m

Section B 36

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : ALL THE STAGE'S A STAGE Glazing Setting Block Rubber Pad Gasket Metal Flashing Aluminum Cap Mullion Bolt Concrete Roof

Railing Metal Tube Metal Plate Structure Bolt Enhancer Concrete Column

Scale= 1:4

SKYLIGHT DETAIL

Scale= 1:4

RAILING DETAIL

Railing Cap Wheels Railing Track Curtian Hook Fabric Curtain

Scale= 1:25 Chunk Detail

Mullion Glazing Setting Block Rubber Pad Gasket Bolt Aluminum Cap

Scale= 1:4

MULLION DETAIL 37

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STAGE #2 CLIMAX: BE PROPER TO OTHERS

Vertical Structure Diagram

Public Program Diagram

Private Program Diagram 38

DS 5000 JOHN ENRIGHT VERTICAL STUDIO COMPETITION X3 : ALL THE STAGE'S A STAGE

STAGE #1 PROLOGUE: ACT CASUAL

STAGE #3 EPILOGUE: CHILL AND RELAX

Furniture Catalog 39

YELIN (LYNN) HAHM

DS 1040 4A DESIGN STUDIO : POSITIONS

DS 1040 4A Design Studio Positions Fall 2019 Maxi Spina

Burroughs Welcome Building by Paul Rudolph

In preparation for option studios and the independent thesis project, the last studio in the core sequence asks students to develop positions within the disciplinary domain of architecture. These may include thoughts on form and materiality, domesticity and collectivity, instruments and technics, formats and representation, and other contemporary sensibilities. Rather than starting from scratch, students develop their ideas in dialogue with another author by first closely modeling a building

of their choice. They continue to make copies and deviations at another scale, on a new site, and with a different program, to gradually arrive at an independent position. In comparing the models and their corresponding images, students’ choices to copy or transform, to reproduce or edit out, become perceptible, even, at times, original. The studio gives rise to a variety of opinion through live debates, roundtables, and community dialogues. -From Syllabus

Rearrangement of Physical Model Burroughs Welcome Building

Rearrangement of Physical Model Burroughs Welcome Building 42

Rearrangement of Physical Model Burroughs Welcome Building

Rearrangement of Physical Model Burroughs Welcome Buildingx 43

YELIN (LYNN) HAHM

Rearrangement of Physical Model Burroughs Welcome Building

Rearrangement of Physical Model Burroughs Welcome Building 44

DS 1040 4A DESIGN STUDIO : POSITIONS

Rearrangement of Physical Model Burroughs Welcome Building

Rearrangement of Physical Model Burroughs Welcome Buildingx 45

YELIN (LYNN) HAHM

Scale : 1/8” = 1’-0” Isometric View : South

Isometric South 46

DS 1040 4A DESIGN STUDIO : POSITIONS

Scale : 1/8” = 1’-0” Roof Plan

Roof Plan

Scale : 1/8” = 1’-0” Elevation : Gleason Ave

Scale : 1/8” = 1’-0” Elevation : Fickett St.

Elevations 47

YELIN (LYNN) HAHM

+ 33’-0” + 27’-3”

+ 18’-6”

+ 4’-0”

Section A

+ 33’-0” + 27’-3”

+ 18’-6”

+ 4’-0”

Section B 48

DS 1040 4A DESIGN STUDIO : POSITIONS

Fickett St.

5’-0” Side Yard Setback

15’-0” Rear Yard Setback

15’-4” Prevailing Front Yard Setback

Gleason Ave

Scale : 1/8” = 1’-0” Ground Floor Plan

First Floor Plan 49

YELIN (LYNN) HAHM

Fickett St.

5’-0” Side Yard Setback

15’-0” Rear Yard Setback

15’-4” Prevailing Front Yard Setback

Gleason Ave

Scale : 1/8” = 1’-0” Second Floor Plan

Second Floor Plan 50

DS 1040 4A DESIGN STUDIO : POSITIONS

Fickett St.

5’-0” Side Yard Setback

15’-0” Rear Yard Setback

15’-4” Prevailing Front Yard Setback

Gleason Ave

Scale : 1/8” = 1’-0” Third Floor Plan

Third Floor Plan 51

YELIN (LYNN) HAHM

Final Model

Final Model 52

DS 1040 4A DESIGN STUDIO : POSITIONS

Final Model

Final Model 53

YELIN (LYNN) HAHM

7) 54

1) Lava - Color 2) Steel Columns - Construction 3) Jellyfish - Form 4) Bioluminescence - Glow 5) Hydroturbine - Energy 6) Moss -Surface 7) Space - Geod Stone

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

DS 1030 3B Design Studio AMIGAA Arch & Tectonics II Spring 2019 Peter Trummer Partner : Takin Daneshmir The 3B studio introduces students to the comprehensive design and development of a large scale, building on an urban site. Advancing on the pedagogy established in previous studios (AMIGAA : Architecture as a Mass, Interiority, Ground, Aperture, and Articulation), this studio focuses on the design, development, and tectonic logic of the building envelope and its ability to articulate contemporary formal organizations. Assemblage

versus monolithic form, surface versus mass, iconicity and image, compositional logics, tectonic assemblies and materiality; all constitute a range of concerns in the design work. -From Syllabus

Left : Seven photo references for the Sun Project Credits to Google Image 55

YELIN (LYNN) HAHM

Massing

Circulation

Book Stacks / Archive

Construction

Office / Study Room

Energy Diagram

Energy Detail Diagram Diagrams in Parts

Reading Area

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

Urban Axon

YELIN (LYNN) HAHM

Ground Floor Plan

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

Upper Floor Plan (Study Space)

YELIN (LYNN) HAHM

Section A

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

Section B

YELIN (LYNN) HAHM

Elevation N

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

YELIN (LYNN) HAHM

Elevation SE

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

YELIN (LYNN) HAHM

Final Model Elevation from West

Final Model Elevation from East

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

Final Model Open from North to South

Final Model Open from East to West

YELIN (LYNN) HAHM

Final Model Perspective View

Final Model Ground Floor Reading Area Perspective View

DS 1031 3B DESIGN STUDIO : AMIGAA ARCH & TECTONCIS II

Final Model Ground Floor View from Upper Floors

Final Model Ground Floor Reading Area Plan View

YELIN (LYNN) HAHM

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

DS 1030 3A Design Studio AMIGAA Arch & Tectonics I Fall 2018 Margaret Griffin Partner : Grigori Khachatryan The first studio of the third year core studio sequence locates the idea of architecture at the intersection of various systems of information: from technical to cultural, from visual to tactile. Students consider the uses of precedent and antecedent in their work, while the main investigation examines the particular impact of the building envelope and its material and geometrical determinations on site and a Tall Building form, and the

capacity to use transformation as a methodological tool to guide a rigorous approach to decision making. By studying the specificities of the Tall Building envelope students will be exposed to the right dependency existing between serial determinations – of both geometric and material order – of the outer most surface, and the spaces it encloses, its surrounding and its iconographic performance in today’s metropolis. - From Syllabus

Left : South Elevation of New World Business Center in Hangzhou, China 71

YELIN (LYNN) HAHM

Massing Development 1

Massing Development 2

Massing Development 3

Final Massing

Courtyard Development 1

Courtyard Development 2

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

Final Courtyard Design

Mass vs Core Plan Diagram

Sturctural/Mullion Diagram

Programmatic Diagram

Mass vs Core Diagram

Mass vs Void+Atrium

YELIN (LYNN) HAHM

Study Model in Persepctive

Study Model in Plan

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

Study Model in Perspective from W 1st St. & Olive St.

Study Model in Perspective from W 2nd St. & Olive St.

YELIN (LYNN) HAHM

Study Model in Elevation from Olive St.

Study Model in Perspective

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

Study Model in Perspective from Grand Ave & W 2nd St.

Study Model in Perspective from W 1st St. & Grand Ave

YELIN (LYNN) HAHM

Urban Axon from East Side

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

Persective View from Grand Ave and 1st St.

YELIN (LYNN) HAHM

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

YELIN (LYNN) HAHM

* *

Retail Ground Floor Plan

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

IN IN

SIEMENS

YELIN (LYNN) HAHM

Hotel Floor Plan

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

YELIN (LYNN) HAHM

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

YELIN (LYNN) HAHM

Final Model from Grand Ave

Final Model from Grand Ave & W 2nd St.

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

Final Model from W 2nd St.

Final Model from W 2nd St. & Olive St.

YELIN (LYNN) HAHM

Final Model from Olive St.

Final Model from Olive St. & W 1st St.

DS 1030 3A DESIGN STUDIO : AMIGAA ARCH & TECTONCIS I

Final Model from W 1st St.

Final Model from W 1st St. & Grand Ave

YELIN (LYNN) HAHM

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

DS 1022 2B Design Studio Object to World II Spring 2018 Instructor : Jacklin Bloom Partner : German Diaz The 2B studio follows the lessons of previous semesters by designing material form (Mass/Interiority) in close relationship to techniques of drawings and modeling. This studio expands from building abstract massing models to constructing materially specific models that emphasize building systems. This shift addresses material constraints - such as size and thickness, structure, and finish- which, in turn, produce interesting limits and Left : Photo of White Gallery from Victoria and Albert Musuem by 6a Architects

problems of translation between theater- is located on an urban site that allows for a close study of context, circulation and entry sequence on both interior and exterior (Ground/Aperture), and addresses the design of public space, traffic flow, and site accessibility. The 2B studio is a precursor to the third year, which enlarges the specificity of the models to include structural, mechanical, and environmental system. -From Syllabus

YELIN YELIN (LYNN) (LYNN) HAHM HAHM

4ply White Museum Board - 12.134”x6” - Paint gradation with white, marble, and wall spraypaints

4ply White Museum Board - 12.134”x8” - Paint gradation with white, marble, and wall spraypaints

1.368”

4ply White Museum Board - 12.134”x6” - Paint gradation with white, mable, and wall spraypaints 4ply White Museum Board - 12.134”x8” - Paint gradation with white, mable, and wall spraypaints Glue half of this side to A

Developed Surface Drawing of Broken Box: Interior

94 94

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

4ply White Museum Board - 12.134”x6” - Paint with Marble spraypaint

4ply White Museum Board - 12.134”x8” - Paint with Shock Pure White spraypaint

1.368”

Cut two 2ply white Museum Board and laminate -6”x8” -6”x8” with cut off of 3” in an 20 degree angle with a thickness of 4ply museum board (0.066”) at the midpoint of edge - Paint with Marble spraypaints 4ply White Museum Board - 12.134”x6” - Paint with Marble spraypaint 4ply White Museum Board - 12.134”x8” - Paint with Marble spraypaint

Developed Surface Drawing of Midterm Model: Interior

95 95

YELIN (LYNN) HAHM

Photo of Broken Box in Perspective

Photo of Broken Box from Right

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Photo of Broken Box Opened up 90%

Photo of Broken Box Opened up 100%

YELIN (LYNN) HAHM

Photo of White Gallery from Victoria and Albert Museum by 6a Architects

Material Sample of White Ceiling from Victoria and Albert Museum

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Material Sample Variation 1 from Victoria and Albert Museum: Inversion

Material Sample Variation2 from Victoria and Albert Museum: Flattening

YELIN (LYNN) HAHM

Sample of stone walls by Frank Lloyd Wright from his Taliesin West house

Material sample of stone wall by Frank Lloyd Wright

100

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Material Sample Variation 1 from stone wall by Frank Lloyd Wright: Change of Color

Material Sample Variation 2 from stone wall by Frank Lloyd Wright: Change of Color

101

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12” 12.21” 4ply white museum board tiles glued on 2ply white museum board Stenciled, Spraypainted with “Krylon” Stone Granite Spraypaint for background and Pebble Spraypaint for the rocks

6”

2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure B

1/2” White Graffers Tape Tape Between layers

8”

8” 20°

20°

1.368” B

6” 4ply white museum board tiles glued on 2ply white museum board Spraypainted with “Gold” Shock White Pure

4.632”

2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure

2ply white museum board Spraypainted with “Gold” Shock White Pure

6” 4ply white museum board tiles glued on 2ply white museum board Spraypainted with “Gold” Shock White Pure 2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure

4ply white museum board tiles glued on 2ply white museum board Spraypainted with “Gold” Shock White Pure 2ply white museum board Spraypainted with “Gold” Shock White Pure

8”

4ply museum board tiles glued on 2ply museum board Stenciled, Spraypainted with “Krylon” Stone Granite Spraypaint for background and Pebble Spraypaint for the rocks 12.21”

2ply museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure

Developed Surface Drawing of Midterm Model: Interior

102 102

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

12” 4ply white museum board tiles glued on 2ply white museum board

12.21”

2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure

6”

4ply white museum board tiles glued on 2ply white museum board 2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure

1/2” White Graffers Tape Tape Between layers

8”

1.368” A

B 6”

6”

2ply white museum board 4.632”Spraypainted with “Gold” Shock White Pure

2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure 1/2” White Graffers Tape Tape Between layers

3/16” Basswood Spraypainted with “Gold” Shock White Pure A

2ply white museum board Spraypainted with “Gold” Shock White Pure 3/16” Basswood Spraypainted with “Gold” Shock White Pure

8”

2ply white museum board Spraypainted with “Gold” Shock White Pure 12.21”

3/16” Basswood Spraypainted with “Gold” Shock White Pure

Developed Surface Drawing of Midterm Model: Exterior

103 103

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Midterm Model in Perspective: Broken Box with Materials

Midterm Model from back of the perspective: Broken Box with Materials

104

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Midterm Model: Broken Box with Materials Opened up 70%

Midterm Model: Broken Box with Materials Opened up 90%

105

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Photo of Posture Studies with two Broken Boxes - With Partner German Diaz

106

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Photo of Posture Studies with two Broken Boxes - With Partner German Diaz

107

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Massing Study Models

108

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Top Photo of Final Massing Model

Perspective Photo of Final Massing Model

Back Photo of Final Massing Model

109

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Envelope Study Models - Vacuum Formed

110

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Envelope Study Model - Vacuum Formed

111

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Final Envelope Study Model

112

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Elevation View from the Back

Elevation View from the Front

113

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Ground Floor Plan 2. Smaller Cinema Theater 9. Sound Stage 11 . Cafe

114

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Second Floor Plan 1. Larger Cinema Theater 2. Smaller Cinema Theater 3. Green Room 4. Projection Room 7. Storage 13. Lounge

115

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8 6

Third Floor Plan 1. Larger Cinema Theater 3. Green Room 4. Projection Room 5. Conference Room 6. Offices 7 Storage 9. Control Room 10. Classrooms 13. Lounge

116

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Photo of the Final Model of the 3rd Floor from Top View

117

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Photo of the Final Model from the front (Facade)

118

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

Photo of the Final Model from the Section

119

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Section 1. Larger Cinema Theater 4. Projection Room 8. Sound Stage 11. Lounge

120

DS 1021 2B DESIGN STUDIO : OBJECT TO WORLD II

121

YELIN (LYNN) HAHM

122

DS 1020 2A DESIGN STUDIO : OBJECT TO WORLD; GROUND APETRUE I

DS 1021 2A Design Studio Object to World: Ground, Aperture I Fall 2017 Instructor : David Freeland

Left : Interior Photo of Exeter Library by Louis. I. Kahn

The second-year studio sequence focuses on the internal organization of an architectural project, and the relationship of that interior to the physical and cultural context in which the project is located. In 2A, students are introduced to diagrams as conceptual and geometric structures that organize form, program and site into coherent, speculative building proposals, opening a dialogue on buildings as expressions of disciplinary positions that continues through to the fifth-year thesis project. The rigorous analyses and transformations of geometry undertaken in the first-year of the core are instrumental as

students will materialize abstract spatial and programmatic ordering systems. The beginning of the semester is dedicated to precedent analysis and the development of a project parti. Site and program are introduced next to extend the project parti to the shaping of the exterior. The brief calls for a multi-functional automotive research, design and prototyping facility. Students will develop a specific typological approach to the problem of a single building facility, which serves multiple constituencies and defines a discrete, internalized world within an expansive site context. -From Syllabus 123

Exeter Library Louis I. Kahn 1967-1972 Exeter, New Hampshire, US Exeter Library is the largest secondary school library, a part of a boarding school Philips Exeter Academy, designed by Louis Isadore Kahn in 1972. It is structured with three concentric rings, which are called “doughnuts” by Kahn. The most outer ring is made out of load-bearing bricks, including the four exterior walls and the library carrels right inside them. The middle ring is made out of strengthened concrete to hold the heavy book stacks, and the most inner ring is an atrium with four giant circular openings on its walls that exposes several floors plates with bookshelves. The whole building itself is an almost cubic shape with chamfered corners, making the square base into irregular octagon base, to show floor plate walls on the exterior of the building. Kahn concealed the main entrance of the library behind the arcade so that the entire structure is not revealed right away when a person enters. Exeter Library is well known to have large number of carrels with many big windows just above the desk and a small window at an eye level to bring in lots of daylights. However, to protect books from the sunlight, Kahn installed a massive diagonal beams just below the ceiling at the very center of the building to reflect the light away from books.

124

125

Solid vs. Void

Density

126

Solid vs. Void

Density

Solid vs. Void Symmetry/Balance

Concentric Density Rings

Symmetry&Balance

Concentric Rings

2D Vector

2D Object

2D Grid

2D Supterimposition 2D Superimposition

127

3D Vector

3D Object Folded

3D Field

128

3D Grid Folded

3D Object

3D Object Folded

3D Superimposition

3D Superimposition Folded

129

Midterm Model from Back in Perspective

130

Midterm Model Photo from front in Persepective

131

+ 2342’

+ 2347’

+ 2352’

Gra

Va lley P

+ 2357’

Ele va

tio

+ 2357’

+ 2352’

+ 2347’

+ 2342’

Sheep Peak + 9600’ Hidden Forest Ridge + 9000’

Site Plan and Site Elevation

132

Hayford Peak + 9800’

6”=1’-0”

blique Worm’s Eye

Plan Oblique Worm’s Eye

133

P2 +32’-0”

P1 +7’-0”

18”

134

30”

69° 27°

42”

42” Programs 1. Showroom 4. Reception 5. Cafe/Restaurant 6. Employee Parking 7. Customer Parking 9. Design Workshop 11. Service Center 12. Material Lab and Testing 13. Archive for Material Lab/Testing 14. Offices/Conference Rooms 15. Kitchen Dining

Legend QA2 (Alluvium) Pbm (Bird Spring Formation) Sunlight Air Ventilation Summer Solstice Winter Solstice

135

+ 2347’

8 6

+ 2342’

UP 5 + 2337’

UP 1

+ 2332’

4 + 2327’

5’

1:6

UP + 2322’

+ 2317’

Ground Floor Plan 1. Showroom 2. Delivery 3. Conference Room 4. Reception 5. Cafe/Restaurant 6. Employee Parking/Supercharging Station Legend 7. Customer Parking/Supercharging Station 8. Testing Area

136

Egress Route ADA Accesible Route

14 11

15 DN

Upper Floor Plan 9. Design Workshop 10. Archive for Design Workshop 11. Service Center 12. Material Lab/Testing 13. Archive for Material Lab and Testing Legend 14. Officies/Conference Rooms 15. Kitchen/Dining

Egress Route ADA Accesible Route

137

YELIN (LYNN) HAHM

138

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

AS 3041 Adv.Construction Project Delivery GL[ASS] Spring 2020 Jonathan Ong Malvin Bunata Wibowo Yizhan Zhong

GL[ASS} Multi Program Building

The course focuses on advanced methods of project delivery and construction documents incorporating digital technologies and investigating new models for linking design and construction processes. It introduces Building Information Modeling as one of the tools for realignment of the traditional relationships between the project stakeholders. Using a single unit residential building located in Los Angles, students will analyze and develop the architecture by creating a

detailed 3d digital model and a set of 2d construction documents specifically tailored for the design challenges of a single unit residential project. Lectures and site visits to fabricators and construction sites will further inform students of technical documentation methods for projects that are operating on the forefront of design and construction technologies to date. - From Syllabus

139

YELIN (LYNN) HAHM

140

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

COVER

G-0.0 141

YELIN (LYNN) HAHM

DRAWING INDEX

FLOOR AREA PER ZONING CODE*

GENERAL G-0.0 TITLE SHEET G-1.0 DRAWING INDEX, PROJECT INFORMATION, AREA CALCULATIONS, DIAGRAMS, PROJECT DIRECTORY, PROJECT SCOPE OF WORK, DEFERRED SEPARTATE PERMITS G-2.0 GENERAL NOTES G-3.0 ABBREVIATIONS , SYMBOLS LEGEND, NOTES G-4.0 ADDITIONAL GENERAL INFORMATION, INCLUDING ZONING AND OTHER APPLICABLE ORDINANCES G-5.1 ACCESSIBILITY DIAGRAMS G-5.2 ACCESSIBILITY DIAGRAMS G-5.3 ACCESSIBILITY DIAGRAMS

BASEMENT PARKING

ARCHITECTURAL A-0.0 WALL TYPES A-1.0 PROJECT GEONMETRY OVERNIEW (NTS) A-0.5 SITE PLAN A-1.1 BASEMENT FLOOR PLAN A-1.2 FIRST FLOOR PLAN A-1.3 SECOND FLOOR PLAN A-1.4 THIRD FLOOR PLAN A-2.1 RCP - BASEMENT A-2.2 RCP - FIRST FLOOR A-2.3 RCP - SECOND FLOOR A-2.4 RCP - THIRD FLOOR A-3.1 ELEVATIONS A-3.2 ELEVATIONS A-4.1 LONGITUDINAL SECTION A-4.2 CROSS SECTION A-4.5 WALL SECTIONS A-5.0 3D FACADE CLOSE UP A- 5.1 FACADE SYSTEM A-5.2 CONTINUED IF NECESSARY A-6.0 EXTERIOR SCHEDULES A-6.1 EXTERIOR DETAILS A-6.2 EXTERIOR DETAILS A-7.0 INTERIOR SCHEDULES A-7.1 INTERIOR ENLARGED PLAN AND ELEVATIONS (BATHROOM) A-7.2 INTERIOR ENLARGED PLAN AND ELEVATIONS (KITCHEN) A-7.3 INTERIOR ENLARGED PLAN AND ELEVATIONS (STAIRS)

PROJECT DESCRIPTION SMALL LOT SUBDIVISION RETAIL AND RESIDENTIAL

PROJECT INFORMATION TYPE OF CONSTRUCTION

TYPE II-A

OCCUPANCY GROUP

R-2, B

NUMBER OF STORIES

NUMBER OF PARKING

20 TOTAL / 4 ADA SPACES

HEIGHT OF BUILDING

35'-0"

APPLICABLE CODES 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA GREEN CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA RESIDENTIAL CODE 2017 LOS ANGELES RESIDENTIAL CODE

142

23 REGULAR PARKING 2 ADA PARKING

GROUND FLOOR: COMMERCIAL DISPLAY ROOM 5,130 EMPLOYEE LOCKER ROOM 333 EMPLOYEE PANTRY 215

SQ FT. SQ FT. SQ FT.

2ND FLOOR: OFFICE EXECUTIVE OFFICES PANTRY & COMMON SPACE CONFERENCE ROOM

587 4,242 515

SQ FT. SQ FT. SQ FT.

3RD FLOOR: RESIDENTIAL RESIDENTIAL UNIT A RESIDENTIAL UNIT B RESIDENTIAL UNIT C RESIDENTIAL UNIT D RESIDENTIAL LOBBY

1,199 1,190 974 699 1,559

SQ FT. SQ FT. SQ FT. SQ FT. SQ FT.

TOTAL

16,643 SQ FT.

FLOOR AREA PER BUILDING CODE* BASEMENT PARKING

23 REGULAR PARKING 2 ADA PARKING

GROUND FLOOR: COMMERCIAL DISPLAY ROOM 4,038 EMPLOYEE LOCKER ROOM 333 EMPLOYEE PANTRY 215

SQ FT. SQ FT. SQ FT.

2ND FLOOR: OFFICE EXECUTIVE OFFICES PANTRY & COMMON SPACE CONFERENCE ROOM

587 4,220 515

SQ FT. SQ FT. SQ FT.

3RD FLOOR: RESIDENTIAL RESIDENTIAL UNIT A RESIDENTIAL UNIT B RESIDENTIAL UNIT C RESIDENTIAL UNIT D RESIDENTIAL LOBBY

1,199 1,190 974 699 1,559

SQ FT. SQ FT. SQ FT. SQ FT. SQ FT.

TOTAL

15,529 SQ FT.

FLOOR AREA DEFINITION 1.

BUILDING CODE - FLOOR AREA (GROSS) - CABC 2016 - 202

THE FLOOR AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS OF THE BUILDING UNDER CONSIDERATION, EXCULSIVE OF VENT SHAFTS AND COURTS, WITHOUT DEDUCTION FOR CORRIDORS, STAIRWATS, RAMS, CLOSETS, THE THICKNESS OF INTERIOR WALLS, COLUMNS OR OTHER FEATURES. THE FLOOR AREA OF A BUILDING, OR PORTION THEREOF, NOT PROVIDED WITH SURROUNDING EXTERIOR WALLS SHALL BE THE USABLE AREA UNDER THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. THE GROSS FLOOR AREA SHALL NOT INCLUDE SHAFTS WITH NO OPENINGS OR INTERIOR COURTS. 2.

ZONING CODE-12 03 - FLOOR AREA

THE AREA IN SQUARE FEET CONFINED WITHIN THE EXTERIOR WALLS OF A BUILDING, BUT NOT INCLUDING THE AREA OF THE FOLLOWING: EXTERIOR WALLS, STAIRWAYS. SHAFTS, ROOMS HOUSING BUILDINGOPERATING EQUIPMENT OR MACHINERY, PARKING AREAS WITH ASSOCIATED DRIVEWAYS AND RAMPS.

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

CONTACTS RESIDENTIAL 4 UNITS TOTAL (3) 2 BEDROOM 2 BATHROOM (1) 1 BEDROOM 1 BATHROOM MAX OCCUPANCY: 25

OWNER ROBERTSON FURNITURE HEADQUARTER 1421 SOUTH ROBERTSON BOULEVARD LOS ANGELES, CALIFORNIA 90035 PHONE: +1(213) 955-786 CONTACT: ROBERTSON JR. ARCHITECTS PARTIAL WONDERS ARCHITECTURE 6969 COOL STREET WEEDSPORT, NEW YORK 13166 PHONE: +1(310) 867-5309

OFFICE (2) COMMON SPACE (4) EXECUTIVE OFFICE (1) PANTRY OUTDOOR ROOF DECK MAX OCCUPANCY: 36

STRUCTURAL ENGINEERS NOUS ENGINEERING 600 WILSHIRE BOULEVARD, SUITE 760 LOS ANGELES, CALIFORNIA 90017 PHONE: +1(213) 627-6687 MECHANICAL ENGINEERS ARUP 900 WILSHIRE BOULEVARD, 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 PHONE: +1(310) 578-4400 CIVIL ENGINEERS PSOMAS 555 SOUTH FLOWER STREET, SUITE 4300 LOS ANGELES, CALIFORNIA 90071 PHONE: +1(213) 223-1400

COMMERCIAL (1) DISPLAY ROOM (1) EMPLOYEE LOCKER ROOM (1) EMPLOYEE PANTRY MAX OCCUPANCY: 36

LANDSCAPE SPECIALIST STUDIO- MLA 251 SOUTH MISSION ROAD LOS ANGELES, CALIFORNIA 90033 PHONE: +1(213) 384-3844

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

GEOTECHNICAL/SOILS ENGINEERS LANGAN 515 SOUTH FLOWER STREET, SUITE 2860 LOS ANGELES, CALIFORNIA 90071 PHONE: +1(213) 314-8101

ADDRESS AND LEGAL INFORMATION PROJECT ADDRESS

1421 S ROBERTSON BLVD/ 1423 S ROBERTSON BLVD/ 1425 S ROBERTSON BLVD, LOS ANGELES, CA 90035

LOT AREA

15,033.15 SQ FT.

APN

4305014026

TRACT

TR 6800

MAP REFERENCE

M B 76-14

BLOCK

NONE

LOT

ZONING

C2-1-O

SPECIFIC PLAN AREA

NONE

BASEMENT 22 REGULAR PARKING 2 ADA PARKING

DEFERRED SUBMITTALS VERIFY AND COMPLY WITH THE CITY OF LOS ANGELES POLICIES REGARDING DESIGN/BUILD PORTIONS OR COMPONENTS OF THIS PROJECT 1. STEEL STAIR SYSTEM 2. GLASS AND STEEL RAILING SYSTEM 3. FIRE ALARM AND DETECTION SYSTEM

PROJECT INFORMATION

G-1.0

143

YELIN (LYNN) HAHM

COMMERCIAL ACCESSIBILITY A.

APPLICATION AND ADMINISTRATION

26.

27.

Public accommodations shall maintain in operable working condition those features of facilities and equipment that are required to be accessible to and useable by persons with disabilities. Isolated or temporary interruptions in service or accessibility due to maintenance or repairs shall be permitted. §11B108

BUILDING BLOCKS

28.

FLOOR OR GROUND SURFACES 1. 2.

Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1 Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½ inch maximum. §11B-302.2, Figure 11B-302.2 CHANGES IN LEVEL

4. 5.

Vertical changes in level for floor or ground surfaces may be ¼ inch high maximum and without edge treatment. Changes in level greater than ¼ inch and not exceeding ½ inch in height shall be beveled with a slope not steeper than 1:2. §11B-303, Figures 11B-303.2 & 11B-303.3 Changes in level greater than ½ inch in height shall be ramped and shall comply with the requirements of 11B-405 Ramps or 11B-406 Curb Ramps as applicable. §11B-303 Abrupt changes in level exceeding 4 inches in a vertical dimension between walks, sidewalks or other pedestrian ways and adjacent surfaces or features shall be identified by warning curbs at least 6 inches in height above the walk or sidewalk surface or by guards or handrails with a guide rail centered 2 inches minimum and 4 inches maximum above the surface of the walk or sidewalk. These requirements do not apply between a walk or sidewalk and an adjacent street or driveway. §11B-303.5

Circular turning spaces shall be a space of 60 inches diameter minimum and may include knee and toe clearance complying with 11B-306 Knee and Toe Clearance. §11B-304.3.1 T-Shaped turning spaces shall be a T-shaped space within a 60 inch square minimum with arms and base 36 inches wide minimum. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction and the base shall be clear of obstructions 24 inches minimum. §11B-304.3.2, Figure 11B-304.3.2 KNEE AND TOE CLEARANCE

8. 9. 10.

11.

For lavatories and built-in dining and work surfaces required to be accessible, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or ground for a depth of 19 inches minimum. §11B-306.2.1 Toe clearance shall extend 19 inches maximum under lavatories for toilet and bathing facilities and 25 inches maximum under other elements. §11B-306.2.2 At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a depth of 8 inches at 27 inches above the finish floor or ground increasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory or at the front edge of a wall-mounted lavatory fixture. §11B306.3.3, Figure 11B-306.3(c) At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27 inches above the finish floor or ground for a depth of at least 19 inches. §11B-306.3

1. 2.

13. 14. 15.

16. 17. 18.

Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the finish floor or ground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inches maximum. §11B-307.2, Figure 11B-307.2 Freestanding objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches when located from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a) Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.5 Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear distance greater than 12 inches, shall be less than 27 inches or more than 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(b) Vertical clearance shall be at least 80 inches high on circulation paths except at door closers and door stops, which may be 78 inches minimum above the finish floor or ground. §11B-307.4 Guardrails or other barriers with a leading edge located 27 inches maximum above the finish floor or ground shall be provided where the vertical clearance on circulation paths is less than 80 inches high. §11B-307.4, Figure 11B-307.4 Where a guy support is used within either the width of a circulation path or 24 inches maximum outside of a circulation path, a vertical guy brace, sidewalk guy or similar device shall be used to prevent a hazard or an overhead obstruction. § 11B-307.4.1, Figure 11B-307.4.1 REACH RANGES

19.

20.

21. 22.

23.

24. 25.

144

Electrical controls and switches intended to be used by the occupant of a room or area to control lighting and receptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.1 Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located within allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.2. High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15 inches minimum above the finish floor or ground. § 11B-308.2.1, Figure 11B-308.2.1 High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches maximum where the reach depth exceeds 20 inches. High forward reach shall not exceed 25 inches in depth. §11B-308.2.2, Figure 11B-308.2.2 High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the finish floor where the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches. §11B-308.3.1, Figure 11B-308.3.1 High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is over an obstruction more than 10 inches but not more than 24 inches in depth. §11B-308.3.2, Figure 11B-308.3.2 Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. §11B-308.3.2, Figure 11B-308.3.2

OPERABLE PARTS

32.

Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 pounds maximum. §11B-309.4

33.

DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE

34.

Detectable warning surfaces shall be yellow and approximate FS 33538 of Federal Standard 595C. §11B705.1.1.3.1 Detectable warning surfaces shall provide a 70 percent minimum visual contrast with adjacent walking surfaces. Contrast in percent shall be determined by:

35.

Contrast percent = [(B1-B2)/B1] x 100 where B1 = light reflectance value (LRV) of the lighter area and B2 = light reflectance value (LRV) of the darker area §11B-705.1.1.3.2 (See exception) DOORS, DOORWAYS, AND GATES 3. 4. 5.

6. 7. 8.

9. 10.

11.

Doors, doorways, and gates providing user passage shall be provided in accordance with 11B-206.5 Doors, Doorways, and Gates. §11B-206.5 Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, and Gates. §11B-404.1 Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches. § 1B-404.2.3 Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B404.2.4.1 Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2. §11B-404.2.4.2 Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch side an interior doorway, or within 24 inches of the latch side of an exterior doorway, projects more than 8 inches beyond the face of the door, measured perpendicular to the face of the door or gate. §11B404.2.4.3 Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B404.2.5 Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7 The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9 a. b. c.

PROTRUDING OBJECTS 12.

HANDRAILS 30. 31.

ACCESSIBLE ROUTES

TURNING SPACE 6.

Obstructed high side reach for the top of washing machines and clothes dryers shall be permitted to be 36 inches maximum above the finish floor. §11B-308.3.2 Obstructed high side reach for the operable parts of fuel dispensers shall be permitted to be 54 inches maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs. §11B-308.3.2

d. 12.

Interior hinged doors and gates: 5 pounds maximum. Sliding or folding doors: 5 pounds maximum. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds. Exterior hinged doors: 5 pounds maximum.

Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10

36. 37. 38.

39.

40.

STAIRWAYS 41. 42.

43. 44.

45.

46. 47. 48.

RAMPS 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25.

26. 27. 28.

29.

Ramp runs shall have a running slope not steeper than 1:12 (8.33%). § 11B-405.2 Cross slope of ramp runs shall not be steeper than 1:48 (2.083%). §11B-405.3 Floor or ground surfaces of ramp runs shall comply with 11B-302 Floor or Ground Surfaces. Changes in level other than the running slope and cross slope are not permitted on ramp runs. §11B-405.4 The clear width of a ramp run shall be 48 inches minimum. §11B-405.5 The rise for any ramp run shall be 30 inches maximum. §11B-405.6 Ramps shall have landings at the top and the bottom of each ramp run. § 11B-405.7 Landings shall comply with 11B-302 Floor or Ground Surfaces. Changes in level are not permitted. §11B405.7.1 The landing clear width shall be at least as wide as the widest ramp run leading to the landing. §11B405.7.2 Top landings shall be 60 inches wide minimum. §11B-405.7.2.1 The landing clear length shall be 60 inches long minimum. §11B-405.7.3 Bottom landings shall extend 72 inches minimum in the direction of ramp run. § 11B-405.7.3.1 Ramps that change direction between runs at landings shall have a clear landing 60 inches minimum by 72 inches minimum in the direction of downward travel from the upper ramp run. §11B-405.7.4 Where doorways are located adjacent to a ramp landing, maneuvering clearances required by 11B-404.2.4 and 11B-404.3.2 shall be permitted to overlap the required landing area. Doors, when fully open, shall not reduce the required ramp landing width by more than 3 inches. Doors, in any position, shall not reduce the minimum dimension of the ramp landing to less than 42 inches. § 11B-405.7.5 Ramp runs shall have compliant handrails per 11B-505 Handrails. §11B-405.8 Edge protection complying with 11B-405.9.2 Curb or Barrier shall be provided on each side of ramp runs and at each side of ramp landings. §11B-405.9 (See exceptions) A curb, 2 inches high minimum, or barrier shall be provided that prevents the passage of a 4 inch diameter sphere, where any portion of the sphere is within 4 inches of the finish floor or ground surface. To prevent wheel entrapment, the curb or barrier shall provide a continuous and uninterrupted barrier along the length of the ramp. §11B-405.9.2 Landings subject to wet conditions shall be designed to prevent the accumulation of water. §11B-405.10

Handrails shall b Handrails shall b run. Inside hand continuous betw Top of gripping s maximum vertica Handrails shall b and ramp surfac Clearance betwe inches minimum maximum deep 11B-505.5 Handrail gripping obstructed along shall not be obst horizontal projec handrail-gripping Handrail gripping diameter of 1¼ i Handrail gripping perimeter dimen cross-section dim Handrail gripping flights and ramp Extensions. §11B Ramp handrails minimum beyond wall, guard, or th adjacent ramp ru At the top of a st for 12 inches min shall return to a handrail of an ad At the bottom of for a horizontal d The horizontal e height equal to th stair nosings. Ex shall be continuo

49. 50. 51. 52. 53. 54.

55. 56.

57.

58. 59.

A stair is defined 11B-202 All steps on a flig depths. Risers s Treads shall be 1 are permitted at exception) §11B Open risers are Interior stairs sh providing clear v all treads marked minimum of 2 inc not more than 1 shall extend the that is at least as shall be accepta 11B-504.4.1 The radius of cu maximum. Nosin leading edge cur tread at an angle of the nosing sha (See exception f Stairs shall have 11B-504.6 Stair treads and the accumulation Floor identificatio Sections 11B-70 Braille and 11B-7 floor level, place in buildings two o discharge level, of the identifying as the height of Perpendicular ra (8.33%). §11B-4 For perpendicula than 1:10. §11BThe running slop sidewalk travel. R (8.33%). §11B-4 A turning space the bottom of the be 1:48 maximum Blended transitio 11B-406.4.1 Curb ramps and not project into v Curb ramps at m excluding any fla The clear width o transitions, and t Landings shall b (parallel curb ram shall be 48 inche the curb ramp, e landing. The slop maximum. §11B Grade breaks at the direction of th of ramp runs and be flush. §11B-4 The cross slope maximum. §11B Counter slopes o and within 24 inc adjacent surface be at the same l

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

60.

be provided on both sides of stairs and ramps. §11B-505.2 be continuous within the full length of each stair flight or ramp drails on switchback or dogleg stairs and ramps shall be ween flights or runs. §11B-505.3 surfaces of handrails shall be 34 inches minimum and 38 inches ally above walking surfaces, stair nosings, and ramp surfaces. be at a consistent height above walking surfaces, stair nosings, ces. §11B-505.4 een handrail gripping surfaces and adjacent surfaces shall be 1½ m.Handrails may be located in a recess if the recess is 3 inches and 18 inches minimum clear above the top of the handrail. §

g surfaces shall be continuous along their length and shall not be g their tops or sides. The bottoms of handrail gripping surfaces tructed for more than 20 percent of their length. Where provided, ctions shall occur 1½ inches minimum below the bottom of the g surface. §11B-505.6 g surfaces with a circular cross section shall have an outside inches minimum and 2 inches maximum. §11B-505.7.1 g surfaces with a non-circular cross section shall have a nsion of 4 inches minimum and 6¼ inches maximum, and a mension of 2¼ inches maximum. §11B-505.7.2 g surfaces shall extend beyond and in the same direction of stair p runs in accordance with Section 11B-505.10 Handrail B-505.10 shall extend horizontally above the landing for 12 inches d the top and bottom of ramp runs. Extensions shall return to a he landing surface, or shall be continuous to the handrail of an un. §11B-505.10.1 tair flight, handrails shall extend horizontally above the landing nimum beginning directly above the first riser nosing. Extensions wall, guard, or the landing surface, or shall be continuous to the djacent stair flight. §11B-505.10.2 a stair flight, handrails shall extend at the slope of the stair flight distance equal to one tread depth beyond the last riser nosing. extension of a handrail shall be 12 inches long minimum and a hat of the sloping portion of the handrail as measured above the xtension shall return to a wall, guard, or the landing surface, or ous to the handrail of an adjacent stair flight. §11B-505.10.3

d as a change in elevation, consisting of one or more risers. §

ght of stairs shall have uniform riser heights and uniform tread shall be 4 inches high minimum and 7 inches high maximum. 11 inches deep minimum. Curved stairways with winder treads stairs which are not part of a required means of egress. (See B-504.2 not permitted. §11B-504.3 (See exceptions) hall have the upper approach and lower tread marked by a stripe visual contrast. Exterior stairs shall have the upper approach and ed by a stripe providing clear visual contrast. The stripe shall be a ches wide to a maximum of 4 inches wide placed parallel to, and inch from, the nose of the step or upper approach. The stripe full width of the step or upper approach and shall be of material s slip resistant as the other treads of the stair. A painted stripe able. Grooves shall not be used to satisfy this requirement. §

urvature at the leading edge of the tread shall be ½ inch ngs that project beyond risers shall have the underside of the rved or beveled. Risers shall be permitted to slope under the e of 30 degrees maximum from vertical. The permitted projection all extend 1¼ inches maximum over the tread below. §11B-504.5 for existing buildings) e handrails complying with Section 11B-505 Handrails. §

landings subject to wet conditions shall be designed to prevent n of water. §11B-504.7 on signs required by Chapter 10, Section 1022.9 complying with 03.1 Signs General, 11B-703.2 Raised Characters, 11B-703.3 703.5 Visual Characters shall be located at the landing of each ed adjacent to the door on the latch side, in all enclosed stairways or more stories in height to identify the floor level. At the exit the sign shall include a raised five pointed star located to the left g floor level. The outside diameter of the star shall be the same the raised characters. §11B-504.8 amp runs shall have a running slope not steeper than 1:12 406.2.1 ar ramps, where provided, curb ramp flares shall not be steeper -406.2, Figure 11B-406.2.2 pe of the curb ramp segments shall be in-line with the direction of Ramp runs shall have a running slope not steeper than 1:12 406.3.1, Figure 11B-406.3.2 48 inches minimum by 48 inches minimum shall be provided at e curb ramp. The slope of the turning space in all directions shall um (2.083%). §11B-406.3.2 on ramps hall have a running slope not steeper than 1:20 (5%). §

d the flared sides of curb ramps shall be located so that they do vehicular traffic lanes, parking spaces, or parking access aisles. marked crossings shall be wholly contained within the markings, ared sides. §11B-406.5.1 of curb ramp runs (excluding any flared sides), blended turning spaces shall be 48 inches minimum. §11B-406.5.2 be provided at the tops of curb ramps and blended transitions mps shall not be required to comply). The landing clear length es minimum. The landing clear width shall be at least as wide as excluding any flared sides, or the blended transition leading to the pe of the landing in all directions shall be 1:48 (2.083%) B-406.5.3 t the top and bottom of curb ramp runs shall be perpendicular to he ramp run. Grade breaks shall not be permitted on the surface d turning spaces. Surface slopes that meet at grade breaks shall 406.5.6 of curb ramps and blended transitions shall be 1:48 (2.083%) B-406.5.7 of adjoining gutters and road surfaces immediately adjacent to ches of the curb ramp shall not be steeper than 1:20 (5%). The es at transitions at curb ramps to walks, gutters, and streets shall level. §11B-406.5.8

61. 62.

GL[ASS]

GENERAL SITE AND BUILDING ELEMENTS 1. 2. 3. 4.

The bottom of diagonal curb ramps shall have a clear space 48 inches minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches minimum clear space within the markings. §11B-406.5.9 Curb ramps and blended transitions shall have detectable warnings complying with 11B-705 Detectable Warnings. §11B-406.5.12 . Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. The clear width of the accessible route at islands shall be 60 inches wide minimum. Where curb ramps are provided, they shall comply with 11B-406 Curb Ramps, Blended Transitions and Islands. Landings complying with 11B-406.5.3 Landings and the accessible route shall be permitted to overlap. Islands shall have detectable warnings complying with 11B-705 Detectable Warnings and Detectable Directional Texture. §11B-406.6, Figure 11B-406.6

Where parking spaces are provided, accessible parking spaces shall be provided in number and kind required per Section 11B-208 Parking Spaces. §11B-208.1 Where passenger loading zones, drop-off zones, and/or bus stops are provided, accessible passenger loading zones, drop-off zones, and/or bus stops are required. Where Electric vehicle charging stations (EVCS) are provided, they shall comply with Section 11B-812 as required by Section 11B-228.3. EVCS complying with Section 11B-812 that serve a particular building or facility shall be located on an accessible route to an entrance complying with Section 11B-206.4. Where EVCS do not serve a particular building or facility, EVCS complying with Section 11B-812 shall be located on an accessible route to an accessible pedestrian entrance of the EV charging facility.

PLUMBING FIXTURES AND FACILITIES DRINKING FOUNTAINS 1. 2.

3. 4. 5.

6. 7. 8.

Drinking fountains shall comply with Sections 11B-307 Protruding Objects and 11B-602 General Requirements. §11B-602.1 Units shall have a clear floor or ground space complying with Section 11B-305 Clear Floor or Ground Space positioned for a forward approach and centered on the unit. Knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided. §11B-602.2 Spout outlets shall be 36 inches maximum above the finish floor or ground. § 11B-602.4 The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit, including bumpers. §11B-602.5 The spout shall provide a flow of water 4 inches high minimum and shall be located 5 inches maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches from the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches and 5 inches maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. §11B-602.6 Spout outlets of drinking fountains for standing persons shall be 38 inches minimum and 43 inches maximum above the finish floor or ground. §11B-602.7 Wall and post-mounted cantilevered drinking fountains shall be 18 inches minimum and 19 inches maximum in depth. §11B-602.8 All drinking fountains shall either be located completely within alcoves, positioned completely between wing walls, or otherwise positioned so as not to encroach into pedestrian ways. The protected area within such a drinking fountain is located shall be 32 inches wide minimum and 18 inches deep minimum, and shall comply with Section 11B-305.7 Maneuvering Clearance. When used, wing walls or barriers shall protect horizontally at least as far as the drinking fountain and to within 6 inches vertically from the floor or ground surface. §11B-602.9

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

TOILET AND BATHING ROOM CLEARANCES 9. 10.

11.

12.

Doors to unisex toilet rooms and unisex bathing rooms shall have privacy latches. §11B-213.2.1 . Mirrors located above the lavatories or countertops shall be installed within the bottom edge of the reflecting surface 40 inches maximum above the finish floor or ground. Mirrors not located above the lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches maximum above the finish floor or ground. §11B-603.3 Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches minimum and 48 inches maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish floor. §11B-603.4 Where towel or sanitary napkin dispensers, waste receptacles, or other accessories are provided in toilet facilities, at least one of each type shall be located on an accessible route. All operable parts, including coin slots, shall be 40 inches maximum above the finish floor. Baby changing stations are not required to comply with Section 11B-603.5 (See exception) §11B-603.5 WATER CLOSETS AND TOILET ARTMENTS

13.

14.

15.

16.

17.

18.

Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309.4 Operation except they shall be located 44 inches maximum above the floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with Section 11B-604.8.2 Ambulatory Accessible Compartments. § 11B-604.6 Toilet paper dispensers shall comply with Section 11B-309.4 Operation and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind the grab bars. Dispensers shall not be of a type that control delivery or that does not allow continuous paper flow. §11B-604.7 Sanitary napkin disposal units, if provided, shall comply with Section 11B-309.4 and shall be wall mounted and located on the sidewall between the rear wall of the toilet and the toilet paper dispenser, adjacent to the toilet paper dispenser. The disposal unit shall be located below the grab bar with the opening of the disposal unit 19 inches minimum (483 mm) above the finish floor. §11B-604.7.2 Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13½ inches deep minimum measured from the outer face of the urinal rim to the back of the fixture. §11B-605.2 Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 Operable Parts except that the flush control shall be mounted at a maximum height of 44 inches above the finish floor. § 11B-605.4 For lavatories and sinks, a clear floor space complying with Section 11B-305 Clear Floor or Ground Surfaces, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided. §11B-606.2

GENERAL NOTES

G-2.1 145

YELIN (LYNN) HAHM

19.

Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. §11B-606.3

SIGNS RELATED TO TOILETS, BATHING, AND WASHING FACILITIES 20.

21.

a. b. c.

d. 22.

24.

10.

11.

12. 13. 14. 15. 16.

Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in the pictogram field. §11B-703.6.1 Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. §11B-703.6.2 Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and Location. § 11B-703.6.3 The installation height and location of Pictogram signs shall be per § 11B-703.4.1.

Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Facilities Geometric Symbols. The symbol shall be mounted at 58 inches minimum and 60 inches maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided, the symbol shall be mounted within 1 inch of the vertical centerline of the door. §11B-703.7.2.6 (See exception) A triangle symbol shall be located at entrances to men’s toilet and bathing facilities and it shall be identified by an equilateral triangle, ¼ inch thick with edges 12 inches long and a vertex pointing upward. The triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.1 A circle symbol shall be located at entrances to women’s toilet and bathing facilities and it shall be identified by a circle, ¼ inch thick and 12 inches in diameter. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.2 A combined circle and triangle symbol shall be located at entrances to unisex toilet and bathing facilities and it shall be shall be identified by a circle, ¼ inch thick and 12 inches in diameter with a ¼ inch thick triangle with a vertex pointing upward superimposed on the circle and within the 12-inch diameter. The triangle symbol shall contrast with the circle symbol, either light on a dark background or dark on a light background. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.3

Washing machines and clothes dryer’s operable parts must comply with Section 11B-309 Operable Parts. §11B-611.3 Top loading machines shall have the door to the laundry compartment located 36 inches maximum above the finish floor. Front loading machines shall have the bottom of the opening to the laundry compartment located 15 inches minim and 36 inches maximum above the finish floor. §11B-611.4

2. 3. 4.

18.

19.

21. 22. 23. 24.

2. 3.

Assistive listening system shall provide an amplification system utilizing transmitters, receivers, and coupling devices to bypass the acoustical space between a sound source and a listener by means of induction loop, radio frequency, infrared, or direct-wired equipment. §202

Two-way communication systems that are provided to gain admittance to a building or facility or to restricted areas within a building or facility shall provide both audible and visual signals. Handset cords, if provided, shall be 29 inches long minimum. §11B-230.1, §11B-708 Common use or public use system interface of communications systems between a residential dwelling unit and a site, building, or floor entrance shall include the capability of supporting voice and TTY communication with the residential dwelling unit interface. §11B-708.4.1 Residential dwelling unit system interface of communications systems between a residential dwelling unit and a site, building, or floor entrance shall include a telephone jack capable of supporting voice and TTY communication with the common use or public use system interface. §11B-708.4.2

Where coin-operated public pay telephones, coin less public pay telephones, public closed-circuit telephones, public courtesy phones, or other types of public telephones are provided, public telephones shall be provided in accordance with 11B-217 Telephones for each type of public telephone provided. For purposes of this section, a bank of telephones shall be considered to be two or more adjacent telephones. §11B-217.1 Except drive-up only public telephones, where public telephones are provided, wheelchair accessibletelephones complying with 11B-704.2 shall be provided in accordance with Table 11B-217.2. §11B-217.2 All public telephones shall have volume controls complying with 11B-704.3. § 11B-217.3 TTYs complying with 11B-704.4 shall be provided in accordance with 11B-217.4. Where a bank of telephones in the interior of a building consists of three or more public pay telephones, at least one public pay telephone at the bank shall be provided with a shelf and an electrical outlet in accordance with 11B-704.5. § 11B-217.5 (See exception)

Except as arranged t (11 lux), a measured illuminatio minimum egress at either cas 1 is not pe Protection Section 27 or standby lux) at the

The requir sources a G below. E and instal as the bur cannot lea darkness. location o delineation the path o D.

EXIT SIGNS

The path of exit travel t conforming to the requ required to be installed accesses. An exit sign signs shall be located i the direction of egress the nearest visible sign sign listing or approval. as required per Section sign is required per sec less than 5 foot-candle complying with Section restricted based on the

The requirements for e signs are specified in s E.

FLOOR LEVEL EXIT S

Floor level exit sign or p Sections 1011.2, 1011.

Except as indicated be signs are required to be occupancies and in all occupancies.

Exit – That portion of a means of egress system between the exit access and the exit discharge or public way. Exits components include exterior exit doors at the level of exit discharge, interior exit stairways, interior exit ramps, exit passageways, exterior exit stairways and exterior exit ramps and horizontal exits. (LABC Section 202) Exit Access – That portion of a means of egress system that leads from any occupied portion of a building or structure to an exit. (LABC Section 202) Exit Discharge – That portion of a means of egress system between the termination of an exit and a public way. (LABC Section 202) Initial Average llumination – The average level of horizontal luminance (illumination) on a floor area from a lighting system consisting of luminaires that have operated for at least 100 hours. Public Way – A Street, alley, or other parcel of land open to the outside air leading to a street, that has been deeded, dedicated, or otherwise permanently appropriated to the public for public use and which has a clear width and height of not less than 10 feet (3048 mm). (LABC Section 202)

Floor-level exit signs ar specified: 1. 2. 3. 4.

MEANS OF EGRESS SYSTEM ILLUMINATION REQUIREMENTS 1.

NORMAL EGRESS ILLUMINATION

The path markin inches above the Group A, R-1, an marking shall be other architectur path of travel.

The requirement floor level exit sig F.

SPECIAL OCCUPANC

In addition to the requir requirements apply: 1.

Except as permitted by the LABC, all MES from within any building to the public way (including the exit discharge) are required to be provided with egress illumination having an intensity of not less than one foot-candle (11 lux) at the walking surface level at anytime the building or portion of a building is temporarily or permanently occupied. (LABC Sections 1006.1 and 1006.2) 2.

EMERGENCY EGRESS ILLUMINATION Except as permitted by the LABC, the following MES areas (LABC Section 1006.3), excluding the exit discharge to the public way, are required to have emergency egress illumination, where the minimum numbers of exits are determined by Section 1021 of LABC:

Group A occupa fire sprinkler sys Group E occupa classroom. Group I and R-2 constructed in ac Group I-3 occup

Floor level exit s photoluminescen

MEANS OF EGRESS SYSTEM Except as permitted, all buildings require a means of egress system (MES) to safely evacuate building occupants. Such a system is required to have exit illumination, exit signs (including the floor-level, as applicable), and in some cases low-level path markings. For the purposes of enforcement of Sections 1006 and 1011 of LABC, the MES is considered to be a continuous and unobstructed path of horizontal and vertical egress travel from any temporary or permanently occupied portion of a building or structure to a public way. Such system consists of three distinct areas defined as the exit access, the exit, and the exit discharge.

Aisles and require tw Corridors, buildings r Exterior eg until exit d more exits Interior ex LABC, in b Exterior la doorways

In addition doors with Group A ( 1008.1.9.7

DEFINITIONS

Note: Assembly areas include, but are not limited to, classrooms, lecture halls, courtrooms, public meeting rooms, public hearing rooms, legislative chambers, motion picture houses, auditoria, theaters, playhouses, dinner theaters, concert halls, centers for the performing arts, amphitheaters, arenas, stadiums, grandstands, or convention centers. §202, §11B-219.2

MEANS OF EGRESS

Where fire alarm systems and carbon monoxide alarm systems provide audible alarm coverage, alarms shall comply with 11B-215 Fire Alarm Systems. § 11B-215.1 (See exception) Alarms in public use areas and common use areas shall comply with 702 Chapter 9, Section 907.5.2.3.1. §11B-215.2 Where employee work areas have audible alarm coverage, the wiring system shall be designed so that visible alarms complying with 702 Chapter 9, Section 907.5.2.3.2 can be integrated into the alarm system. §11B-215.3 Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72 (1999 or 2002 edition) (incorporated by reference, see “Referenced Standards” in Chapter 1), except that the maximum allowable sound level of audible notification appliances complying with section 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at the minimum hearing distance from the audible appliance. In addition, alarms in guest rooms required to provide communication features shall comply with sections 4-3 and 4-4 of NFPA 72 (1999 edition) or sections 7.4 and 7.5 of NFPA 72 (2002 edition), and Chapter 9, Sections 907.5.2.1 and 907.5.2.3. §11B-702.1

Assistive listening systems shall be provided in assembly areas, including conference and meeting rooms,used for the purpose of entertainment, educational or civic gatherings, or similar purposes. §202, §11B219.2

TELEPHONES 20.

FIRE ALARM SYSTEMS

ASSISTIVE LISTENING SYSTEMS

TWO-WAY COMMUNICATION SYSTEMS 17.

COMMUNICATION ELEMENTS AND FEATURES

146

Symbols shall comply with the following: a.

23.

Entrances leading to toilet rooms and bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by a geometric symbol complying with 11B-703.7.2.6 Toilet and Bathing Room Geometric Symbols. Where existing toilet rooms or bathing rooms do not comply with 11B-603 Toilet and Bathing Rooms, directional signs indicating the location of the nearest compliant toilet room or bathing room within the facility shall be provided. Signs shall comply with 11B-703.5 Visual Characters and shall include the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. Where existing toilet rooms or bathing rooms do not comply with 11B-603 Toilet and Bathing Rooms, the toilet rooms or bathing rooms complying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. Where clustered single user toilet rooms or bathing facilities are permitted to use exceptions to 11B-213.2 Toilet and Bathing Rooms, toilet rooms or bathing facilities complying with 11B-603 Toilet and Bathing Rooms shall be identified by the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA unless all toilet rooms and bathing facilities comply with 11B603 Toilet and Bathing Rooms. Existing buildings that have been remodeled to provide specific toilet rooms or bathing rooms for public use that comply with these building standards shall have the location of and the directions to these rooms posted in or near the building lobby or entrance on a sign complying with 11B703.5 Visual Characters, including the International Symbol of Accessibility complying with 11B-703.7.2.1 ISA. §11B-216.8 Pictograms shall comply with the following:

Where a building contains more than one assembly area under one management, the total number of required receivers may be calculated using the total number of seats in the assembly areas provided that all receivers are usable with all systems. §11B-219.3 (See exception) Twenty-five percent minimum of receivers provided for assistive listening systems, but no fewer than two, shall be hearing-aid compatible except when all seats in an assembly area are served by means of an induction loop. §11B-219.3 When assistive-listening systems are limited to specific areas or seats, such areas or seats shall be within a 50-foot viewing distance of the stage or playing area and shall have a complete view of the stage or playing area. §11B-219.4 Permanently installed assistive-listening systems are required in areas if (1) they have fixed seating and (2a) they accommodate at least 50 persons or (2b) they have audio-amplification systems, except those used exclusively for paging and/or background music. §11B-219.2, §11B-219.5 Portable assistive-listening systems may serve more than one conference or meeting rooms if an adequate number of electrical outlets or other supplementary wiring is provided and permanently installed systems are not required. §11B-219.5 Receivers required for use with an assistive listening system shall include a 1/8 inch standard mono jack. §11B-706.2 Receivers required to be hearing aid compatible shall interface with telecoils in hearing aids through the provision of neck loops. §11B-706.3 Assistive listening systems shall be capable of providing a sound pressure level from 110 – 118 dB with a dynamic range on the volume control of 50 dB. § 11B-706.4 Signal-to-noise ratio for internally generated noise in assistive listening systems shall be 18 dB minimum. §11B-706.5 Peak clipping shall not exceed 18 dB of clipping relative to the peaks of speech. §11B-706.6

Buildings contain maintained shall the existing nonCode (Section 1 change of use oc occupancy, or ne aforementioned buildings. Unit equipment a storage battery) following building a.

In any new 111-13, as

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

d unenclosed egress stairways in rooms and spaces that wo or more means of egress. , interior exit stairways and ramps, and exit passageways in requiring two or more exits. egress components at other than their levels of exit discharge discharge is accomplished for buildings required to have two or s. xit discharge elements, as permitted in Section 1027.1 of buildings required to have two or more exits. andings per Section 1008.1.6 of LABC for exit discharge in buildings required to have two or more exits.

b. c. d. e. f. g.

n to above locations, emergency lighting shall be installed at h approved delayed egress locks in any occupancy other than (other than courtrooms), E, H and L as required in Section 7.6 of LABC.

s required in generator rooms, emergency illumination shall be to provide initial average illumination of at least 1 foot-candle and a minimum of 0.1 foot-candle (1 lux), at any point d along the path of egress at floor level. This average on level is permitted to decline to 0.6 foot-candle (6 lux), and a of 0.06 foot-candle (0.6 lux), at any point along the path of the end of the required emergency lighting time duration. In se, a maximum-to-minimum illumination uniformity ratio of 40 to ermitted to be exceeded. Per Section 7.3.3 of National Fire n Association (NFPA) 110-13 standard per Chapter 35 and 702.1 of LABC, the average illumination level in the emergency y generator rooms shall not be less than 3 foot-candles (32.3 e floor level.

rements for different types of emergency power supply and unit equipment for exit illumination are specified in Section Emergency illumination located in any area shall be designed lled so that the failure of any individual luminaire element, such rning out of a light bulb, or a ballast of single ballast luminaire, ave any space which requires emergency illumination in total . The design shall also take into account the brightness and of emergency luminaires in the exit path that provides a clear on of exit by giving unambiguous and conspicuous indication of of exit without glare and shadowing effect.

to and within a building shall be identified by exit signs uirements of Section 1011 of LABC. In general, exit signs are d in rooms or areas that require two or more exits or exit shall be readily visible from any direction of approach. Exit in the exit or in the path of exit as necessary to clearly indicate travel. No point shall be more than 100 feet (30480 mm) from n, unless shorter viewing distance is required due to the exit . Required exit signs may be internally or externally illuminated n 1011.3 of LABC. The face of an externally illuminated exit ction 1011.6.2 of LABC to be illuminated to an intensity of not es (54 lux), by an approved external emergency luminaire n C above. The type of external emergency luminaire may be e exit signs listing or approval.

emergency power supply sources and unit equipment for exit section G below.

SIGN AND PATH MARKING

path marking systems are required in occupancies noted in .7 and 1011.8 of LABC.

elow, when exit signs are required in a building, floor level exit e installed in all interior corridors of Group A, E, I, and R-2.1 areas serving guest rooms of hotels in Group R-1

Only approved emergency generators shall provide required back-up power for the emergency illumination in the following buildings or occupancies: a. b. c.

Per Article 700 of LAEC, an emergency system (which consists of a power supply, circuits, and equipment) is intended to automatically supply illumination, power, or both to designated areas and equipment in the event of failure of the normal supply. The emergency system and equipment are required by Section 700.3 of LAEC to be tested under load and inspected periodically (currently witnessed by the Los Angeles Fire Department) to verify that the system and equipment are maintained in proper operating condition. Section 700.2 of LAEC defines that the emergency system is essential for safety to human life. Therefore, in order to alleviate loss of humane life or serious injuries, emergency systems shall be considered as Level 1 systems as recognized in Section 4.4.1 of NFPA 110-13 and Section 4.5.1 of NFPA 111-13 by reference from Chapter 27 of LABC. The emergency lighting power supplies, unit equipment, and wiring must be installed in accordance with Article 700 of LAEC, Section 2702.1 of LABC, NFPA 110-13 and 111-13 Standards, and as specified in subsection 1 and 2 below: 1.

POWER SUPPLY AND UNIT EQUIPMENT Emergency power supplies and unit equipment for buildings or individual tenants exit illumination shall be as specified in Section 1006.3 of LABC.

• • • • •

Description

Date

Emergency generator in accordance with Sections 700.12, and 700.12(B) of the LAEC. Storage batteries (or central battery system) in accordance with Sections 700.12, and 700.12(A), of LAEC. Uninterruptible Power Supplies (listed Emergency Power Equipment per ANSI/UL 924 standard for emergency systems) in accordance with Sections 700.12, and 700.12(C) of LAEC. Fuel cell system with built-in storage batteries in accordance with Sections 700.12, and 700.12(E) of LAEC. Unit equipment (listed Emergency Lighting Equipment per ANSI/UL 924 standard for emergency systems) in accordance with Sections 700.12(F) of LAEC.

The emergency power supplies are required by Section 700.12 of LAEC to be designed and located to minimize the hazards such as flooding, fire, icing, and vandalism. Furthermore, the emergency supplies service disconnecting means are required by Section 230.72(B) of LAEC to be located remotely from the normal service disconnecting means to minimize the possibility of simultaneous interruption of supply. To minimize fire hazard as prescribed in Section 700.12 of LAEC and to have a remote emergency supply service disconnecting means as required per Section 230.72(B) of LAEC, the following conditions shall be met: •

rements of section C.2 above, the following additional

and fuel cell power supply system (with or without a built-in are not permitted to supply emergency illumination in the gs or occupancies:

No.

The following approved emergency power supplies and unit equipment are permitted to be used, unless otherwise as restricted in Section F above:

CIES OR USES

ning existing emergency MES illumination that are properly l be permitted to have their use continued in accordance with -conforming rights provisions of the Los Angeles Municipal 12.23). Where an addition, alteration, change of occupancy, or ccurs in an existing building and the addition, alteration, new ew use requires emergency illumination in accordance with the sections of the code, they shall be installed as required in new

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

Emergency power supplies and unit equipment are required LAEC to provide minimum of 1.5 hours (90 minutes) of power under the full load operation, unless larger operating time is specifically required by the codes. When an emergency generator with an internal combustion engine prime mover is used, per LAEC it shall provide minimum of 2 hours of power under full load operation. The power source(s) in existing retrofit (other than Group R-1 or R-2 occupancies) or joint live-work quarter high-rise buildings shall be capable of providing minimum of 4 hours of power under the full load operation (LABC Sections 8502.6, 8604.6.5.1.5, 8604.6.5.2.5, and 8604.5.5.3.5).

2.1 occupancies which are provided with smoke barriers ccordance with Section 407.4 of LABC. pancy.

ts for emergency power supply sources and unit equipment for gn and path marking are specified in section G below.

ROBERTSON JR.

Emergency power supplies and unit equipment for buildings or individual tenants exit signs, floor level exit signs, and path markings shall be as specified in Sections 1011.5 and 1011.6.3 of LABC.

ancy that are protected throughout by an approved supervised stem. ancy where direct exit have been provided from each

ng shall be either installed at the floor level or no higher than 8 e floor level in all interior rated exit corridors of unsprinklered nd R-2 occupancies where an exit sign is required. The path e continuous except for interruptions by doorways, corridors, or ral features and it shall provide a visible delineation along the

GL[ASS]

Any existing retrofit high-rise buildings other than Group R-1 or R-2 occupancies as required in Sections 8604.6.5.1, 8604.6.5.2, and 8604.6.5.3 of LABC. Any existing Joint Living-Work Quarters high-rise buildings as required in Section 8502.6 of LABC. Any ambulatory surgical clinic complying with the Office of Statewide Health Planning and Development (OSHPD 3) regulations as required in Sections 517.45(D.1) of the C.E.C.

EMERGENCY LIGHTING POWER SUPPLY, UNIT EQUIPMENT, CIRCUIT AND SYSTEM CIRCUIT WIRING

re exempt to be installed in the following occupancies as

signs may be internally or externally illuminated approved nt or self-luminous as required per Section 1011.7 of LABC.

In any existing retrofit high-rise buildings other than Group R-1 or R-2 occupancies per Sections 8604.6.5.1.5, 8604.6.5.2.5, and 8604.6.5.3.5 of LABC. In any existing high-rise Joint Live-Work Quarters building per Section 8502.6 of LABC. In any healthcare facility with either life support equipment or critical care areas per Sections 517.45(B), 517.45(C), and 517.35(B) of the City of Los Angeles Electrical Code (LAEC). In any ambulatory surgical clinic per Section 517.45(D.1) of the California Electrical Code (C.E.C). In any underground building per Sections 405.9 and 2702 of LABC. In any other building or occupancy as required by the LABC.

•

Per Sections 7.2.1 and 7.2.1.1 of NFPA 110-13 standard, as referred by Section 2702 of the LABC, emergency generators shall be installed in a separate 2-hour fire rated room within a building. Per Section 7.2.1.3, no other equipment, including architectural appurtenance, except for those that serve the space, shall be permitted in these rooms. Per Section 7.2.1 of NFPA 111-13 standard, as referred by Section 2702 of the LABC, approved emergency sources other than emergency generators as indicated in Section 700.12 of LAEC are in general permitted to be in the same room as the normal source, provided that it would comply with manufacturer’s environmental specification(s). However, Section 7.2.1.1 of NFPA 111-13 standard requires that these sources shall not be installed in a room containing normal system equipment that is 1000 amperes or larger and rated over 150 volts to ground. Such installation shall also be provided with installation instruction as required per Section 110.3(b) of the LAEC.

GENERAL NOTES

G-2.2

w high-rise building per Sections 1.1.4.1 and 3.3.5.1 of NFPA s referred by Sections 403.4 and 2702 of LABC.

147

YELIN (LYNN) HAHM

The intent of both the Los Angeles Building and Electrical Codes is to ensure continuous operation of emergency loads such as exit signs and exit illumination during emergencies. To accomplish continuous operation, Section 700.17 of LAEC requires compliance of branch circuit wiring with one or both of the following methods:

CIRCUIT WIRING a.

To ensure reduction of illumination interruption in areas used for egress during emergencies, Section 700.10(B) of LAEC requires that the emergency circuit wiring shall not occupy the same raceway, junction box or enclosure as the normal or “legally required and optional standby” circuit wiring from emergency source or emergency source distribution overcurrent protection to emergency loads except as permitted in i through v below: • •

•

• •

Wiring from the normal power source located in transfer equipment enclosure. In a luminaire or an exit sign that is listed as an Emergency Lighting Equipment per ANSI/UL 924 standard, containing separate wiring compartment and raceway entries for normal and emergency circuit wiring. The circuit wiring of the normal and emergency systems terminate into a listed load control relay supplying exit or emergency luminaires or in a common junction box, attached to or is a part of approved equipment, intended for the supply of exit signs and the emergency luminaires. A common junction box that is attached to the unit equipment may contain the normal branch circuit and the emergency circuit wirings supplying any remote unit equipment heads. Wiring from an emergency source to supply any combination of emergency, legally required, or optional loads in accordance with 1), 2), 3), and 4) below: 1. 2.

From separate vertical switchboard sections, with or without a common bus, or from individual disconnects mounted in separate enclosures. The common bus or separate sections of the switchboard or the individual enclosures shall be permitted to be supplied by single or multiple feeders without overcurrent protection at the power supply source, unless all the overcurrent protective device(s) are selectively coordinated as required in Section 700.27 of LAEC. Legally required and optional standby circuits shall not originate from the same vertical switchboard section, panelboard, or individual disconnect enclosure as emergency circuits. It shall be permissible to utilize single or multiple feeders to supply distribution equipment between an emergency source and the point where the combination of emergency, legally required, or optional loads are separated.

In addition, per Section 700.10(D)(3) of LAEC, the generator control wiring between the transfer equipment and the emergency generator shall be kept entirely independent of all other wiring, were such an installation is in an assembly, educational, residential, detention and correctional, business, and mercantile building occupancies above 75 feet in height, or any assembly occupancy with occupant load of at least 1,000 persons. The emergency circuit wiring is required by Section 700.10(C) of LAEC to be designed and located to minimize hazards such as flooding, fire, icing, vandalism, corrosive environment, or other adverse conditions. Some of these hazards could be achieved through physical separation of the normal and emergency circuits by means of wiring methods and equipment approved by code.

•

Per Section 7.2.3 of NFPA 110-13 standard, as referred by Section 2702 of LABC, the wiring installation from an emergency or legally required stand-by generator to the emergency load shall not be installed in the same room as normal service equipment that is rated over 150 volts to ground and is equal to or greater than 1000 amperes. The room for the emergency and legally required distribution systems must either have an approved fire sprinkler system, or it shall have minimum 2-hour fire rated enclosure without an approved sprinkler system and the installation comply with other requirements as specified in Section 8.15.11.3 of NFPA 13 –13 standard.

For assembly, educational, residential, detention and correctional, business, and mercantile building occupancies above 75 feet in height or any assembly occupancy with occupant load of at least 1,000 persons, the emergency wiring feeder-circuits and the control wiring installed between the transfer equipment and the emergency generator are required to be protected against fire by one of the approved methods described in Sections 700.9(D)(1) and (3) of LAEC.

BRANCH CIRCUIT WIRING The branch circuit wiring supplied from an emergency power supply and emergency system wiring, are considered and treated as emergency branch circuit wiring. When an emergency load is supplied by an emergency power supply through a transfer switch, the conductors on the load side of the transfer switch to distribution boards, panels and loads are considered as emergency system feeders and branch circuit wiring.

148

Adjoining spaces may receive their required natural lighting through an opening in a common wall with an interior space that contains the required minimum exterior glazing when the installation complies with Section 1205.2 of LABC.

DEMOLITION NOTES

g. 7.

PERMITS AND PLANS PERMITS REQUIRED:

No person shall demolish any building or structure unless he/she has obtained a permit from the Department of Building and Safety.

Zoning Inf Communi Coastal Z Historical and 12.20 Historical Rent Stab condomin on the sam reduction occupied any Resid determine OSHA cle

SPECIAL PERM constructed in th necessary to com shall be obtained obtained prior to

EXCEPTION: A permit is not required for any work accomplished under the auspices of landowned and controlled by the United States of America or by the State of California.

Approval by the obtained prior to removes the late defines lateral su to have been rem way, and/or any

A separate permit shall be obtained for each building or structure. The permit shall show the type of demolition procedure to be used.

A permit for the liquids shall be o

EXCEPTION: Single Family Dwellings and accessory buildings.

Prior to the issua the applicant sha

TO WHOM ISSUED. Demolition permits must be obtained by a licensed wrecking contractor (Class C-21) or a general engineering contractor (Class A) provided that a notarized letter from the owner or a copy of the signed contract is provided indicating that the contractor has been hired to perform the demolition. a.

LEGAL DESCRI complete legal d including the req for clearances. CLEARANCES R required prior to

e. f.

Furthermore, Section 1205.4 of LABC requires general lighting with an illumination level of not less than 1 foot-candle (1 lux) on the tread runs of any interior stairways within a dwelling unit or exterior stairways serving a dwelling unit.

PRE-INSPECTIO Inspector at the demolition permi

a. b. c. d.

When the required exterior glazed openings are not provided for a room, Section 1205.3 of the LABC requires installation of artificial general lighting (luminaires) in that room. The luminaires in such a room are required to provide an average illumination of 10 foot-candelas (107 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level.

Pro Met Sho Und Req Anc Filli Thic Oth Req Ac Atta

EXCEPTION: The pre-inspecti previous inspect been made. The description of the (L.A.B.C.)

Every room intended for human occupancy is required to be provided with natural or artificial (luminaire) general lighting. According to Sections 1205.1 and 1205.2 of LABC, the natural lighting must be accomplished through exterior glazed openings. These exterior openings must have total glazed area of not less than 8% of the floor area of the room they serve, and they must open directly onto a public way, or onto a yard or a court that meets the requirements of Section 1206 of LABC.

One Wh unu Any Any Any

Plans and • • • • • • • • • • •

INTERIOR GENERAL LIGHTING

Per Section 7.2.1 of NFPA 111 standard, as referred to by Section 2702 of the LABC, the wiring installation from sources other than emergency or legally required stand-by generators as indicated in Sections 700.12 and 701.11 of LAEC to their loads are permitted to be in the same room as the normal source, provided that it would comply with manufacturer’s environmental specification(s), if any. This installation shall also comply with Section 110.3(b) of the LAEC.

Per Section 700.10(D)(2) of LAEC, equipment for emergency wiring feeder-circuits installed in assembly, educational, residential, detention and correctional, business, and mercantile building occupancies above 75 feet in height, or any assembly occupancy with occupant load of at least 1,000 persons shall be located either in spaces fully protected by approved automatic fire suppression systems or in spaces with a 2-hour fire resistance rating.

Unless both the emergency and nonemergency lighting systems are used for regular lighting purposes and are both kept lighted, means shall be provided for automatically energizing either system upon failure of the other. Either or both systems shall be permitted to be a part of the general lighting of the protected occupancy if circuits supplying lights for emergency illumination are installed in accordance with other sections of article 700 of LAEC.

However, per Section 7.2.1.1 of NFPA 111-13 standard, these wiring systems shall not be installed in a room containing 1000 amperes or larger normal wiring equipment that are rated over 150 volts to ground. •

• • •

An emergency lighting power supply, independent of normal lighting supply, with provisions for automatic transfer of the emergency lighting, in the event of the normal lighting branch circuit failure. Two or more branch circuits supplied from separate and complete systems with independent power sources. One of the two power sources and systems shall be part of the emergency system, and the other shall be permitted to be part of the normal power source and system. Each system shall provide sufficient power for emergency lighting purpose. Use of option b above may become mandatory where minimum of two branch circuits is required in a particular area or space in a building. An example of such locations would be corridors or stairwells. If only one branch circuit supplied from an emergency panelboard is installed in a stairwell, failure of that one branch circuit will leave the entire area in dark, thus necessitating installation of at least two branch circuits complying with option b above.

To reduce the fire hazard and to have adequate separation between normal and emergency distribution system equipment, following conditions shall be met: •

• •

EXCEPTION: One or two story wood frame buildings where the maximum spans do not exceed 25 feet, may be demolished by an owner who owns the building and the lot on which the building is located, or by labor in his/her employment when under the direction and control of said owner. Demolition permits may be issued to a licensed general contractor (Class B-1) if he/she is the contractor for a new building to be erected on the site and plans have been filed for the new building, but only under the following conditions: • The structure to be demolished is a one story Type II or V building, and • Documentation in the form of a notarized letter from the owner, or a copy of the contract, which clearly indicates that the contractor will perform both the demolition and new construction, is provided prior to the issuance of the demolition permit. (Indicate on the demolition permit that the “Contractor will perform both demo and new construction onsite”).

IMMINENT HAZ an application is Building declarin hazard. The num included in the w

INSPECTION 1. 2. 3.

CALL FOR INSP before work is to PROTECTION D in place and insp any work. FIELD CARD. T be posted on the the method of de signature is requ demolition is to b called and a new SEWER CAP IN covered until an shall be requeste

PLANS AND SPECIFICATIONS REQUIRED: a.

No permit for demolition work will be issued until satisfactory plans and procedures have been submitted to, and approved by, the Building Department. For single family or two-family dwellings, a dimensioned plot plan that is included with the application showing the location of the buildings and their distances from the property lines will be satisfactory. All other buildings will require a plot plan and such additional plans and procedures, as are necessary, to show that thedemolition work will be conducted without creating a hazardous condition. Some of the features or conditions requiring additional detailed plans and procedures are as follows: • • • •

Walls more than 20 feet in height from story to story. A basement within six feet of another building. Footings adjacent to, and extending below, the footings of another building. When the entire structure is not to be demolished.

DEMOLITION PROCE 1.

GENERAL REQ a. No structu the story a • • b.

EXC Two Two mem

The storag in accorda Free-fall dumpin height greater th

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

e or more party walls. hen, in the opinion of the Superintendent of Building, some usual feature exists or a hazardous condition is created. y pre-stressed or post-tensioned concrete structure. y building with five or more stories. y building for which a variance is being requested.

a. b.

d specifications must be provided for any of the following:

otection of adjacent property. thod and sequence of demolishing the building. oring for high walls. derpinning of adjacent footings. quired retaining walls. chorage and other details for party walls. ing of basements. ckness of remaining party walls. her demolition or structural features. quired clearances. copy of the Storm Water Pollution Prevention Plans (SWPPP) achment A notes (attached) with the plans.

ON REQUIRED. A pre-inspection performed by a Building site of the proposed demolition will be required before a it may be issued. 5.

RIPTION. Each application must contain the correct and description to assure all pertinent information is not overlooked quirement that customers be referred to other city departments

ance of a permit to demolish a building which has a sewer line, all obtain a sewer cap permit (plumbing permit).

ZARDS: Demolition permits shall be issued without delay when s accompanied by a letter signed by the Superintendent of ng a structure a present, imminent, extreme, and immediate mber of the abate order and the date of the letter shall be work description of the permit. Section 8905.1 L.A.B.C.

CLAM SHELL WRECKING. Clam shell wrecking shall not be used unless the building is located a distance from the public way and adjoining property which is at least equal to one-half the maximum height of the building. This distance need not, however, exceed twice the maximum height of the building. CABLE WRECKING. "Cable wrecking" shall include all wrecking methods using a cable, whether applied to a single wall or to an entire building.

Prior to the issuance of a permit for cable wrecking, a detailed description of the method and sequence for demolishing the building and the safety precautions to be taken shall be submitted to the Building Department for approval. 7.

BALL WRECKING. Ball wrecking shall not be used unless the building is located a distance from the public way and adjoining property at least equal to one and one-half times the maximum height of the building. The separation need not, however, exceed 50 feet.

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

Prior to the issuance of a permit for ball wrecking, the demolition contractor shall submit for approval to the Building Department a detailed description of the method and sequence for demolishing the building and the safety precautions to be taken. C.

DEVIATIONS PERMITTED: 1.

Department of Public Works, Bureau of Engineering, shall be o the issuance of a permit for any demolition work which eral support from a public way. Section 3307.3.1 of the L.A.B.C. upport. The lateral support of a public way shall be considered moved when the wall that provides lateral support for a public of the building elements that stabilize the wall are demolished.

removal of any underground tank used for storage of flammable obtained from the Fire Department.

HAND WRECKING. Hand wrecking methods may be used on any type of building, provided the required protection devices are installed and approved. Hand wrecking may include the use of any type of hand held tools. The use of small wheel mounted pneumatic tools will be permitted if first approved by the Building Inspector. DOZER OR LOADER WRECKING. Dozer or loader wrecking shall not be used except on one or two story buildings with a maximum wall height of 24 feet. The building must be located a minimum distance from the public way and adjoining property at least equal to the maximum wall height of the building.

Cable wrecking will be allowed only in those cases where the building is located a distance from the public way and adjoining property greater than one and onehalf times the maximum height of the building. Where cable wrecking is to be used on a single wall, the clear distanced required need not exceed twice the height of the wall being demolished.

REQUIRED. The following are possible clearances that may be issuance of demolition permit.

MITS. In all cases where a protection fence or canopy must be he public way or where barricading a street or portion thereof is mply with the instructions set forth herein, a "Street Use Permit" d from the Bureau of Street Services. This permit shall be o issuance of a demolition permit.

EXCEPTIONS: For single family dwellings, only a barrier will be required. A protection canopy or protection fence will not be required where the adjoining public way is partially closed and properly barricaded so as to prohibit all pedestrian and vehicular traffic within the required clearance during the entire demolition operation. See Paragraph A-7 above for Department of Public Works permit requirements.

EXCEPTION: For wood frame residential buildings, the required clearance may be reduced, provided reasonable safety precautions are taken.

ion may be waived when Building & Safety determines that tions associated with department’s abatement programs have e abate order number and date shall be indicated in the work e permit. Section 107.3 of the Los Angeles Building Code

formation Numbers (ZI’s). ity Redevelopment Agency (CRA). Zone Conservation Act (CZCA) and/or Mello Bill. Preservation Overlay Zone (HPOZ), Section 106.4.5 L.A.B.C. 0.3 L.A.M.C. (Zoning Code) Monuments. bilization - applies to the demolition of apartments, niums, twofamily dwellings, two or more single family dwellings me lot, mobile home pads, and any project resulting in a of rooms in a hotel, motel, rooming house or boarding house by the same tenant for 60 or more consecutive days and for dential Hotel regardless of the number of days of stay as ed by the Housing Department. earance required for structures over 36’-0” or 3 stories in height.

b. PROTECTION DEVICES. Barricades, protection fences, and protection canopies shall be provided and constructed in accordance with the requirements of Section 3306 of the L.A.B.C.

EQUIVALENT PROTECTION. Deviations from the requirements specified above for the demolition of buildings or structures may be requested where conditions warrant and provided equivalent protection is furnished. This modification of requirements must be well detailed and requires an approval in writing from the Department of Building and Safety prior to commencing any demolition work. APPLICATION FOR MODIFICATION. Before any request for deviations can be acted upon, an application for modification shall be filed with the Department of Building and Safety. The application shall be on a "Request for Modification of Building Ordinances" Form No. PC/ALL/Req.Mod.00. The application must be accompanied by an adequately detailed demolition plan and procedure of demolition.

DANGEROUS CONDITIONS DURING DEMOLITION Should a dangerous condition develop during the demolition of a structure, the demolition contractor shall immediately barricade the dangerous area, notify the Department of Building and Safety and take immediate steps to minimize the hazard. No further demolition work shall be done until approval to proceed is given by the Department of Building and Safety

PECTION. A call for inspection must be made at least 24 hours o be started. DEVICE INSPECTION. All required protection devices must be pected and approved by the Building Inspector prior to starting

The "Demolition Inspection Record" Form No. LADBS B-8b must e job site. This card must be signed by the inspector approving emolition to be used before work is started. A separate approval uired for each demolition method used. If the method of be changed during the course of the job, the inspector must be w approval signature obtained before the new method is started. NSPECTION. When the sewer has been capped, it shall not be inspection has been made by the Department. This inspection ed at least 24 hours before the inspection is needed.

EDURES:

QUIREMENTS: ural member in any story shall be demolished or removed until above is completely removed.

CEPTIONS: o story Type V buildings of wood-frame construction. o story buildings of any type, provided no first story structural ember is removed before all of its supported load is removed.

ge and handling of material and the prevention of dust shall be ance with the requirements of Section 108.13 of the L.A.B.C. ng over the exterior wall of a building will not be permitted from a han 25 feet.

GENERAL NOTES

G-2.3 149

YELIN (LYNN) HAHM

GREEN NOTES 1.

All outdoor lighting systems shall be designed and installed to comply with all of the following: a. b. c.

2. 3. 4.

5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20.

21.

Separate submeters shall be installed in any building or new space within a building that is projected to consume more than 1,000 gal/day. (5.303.1.2) New plumbing fixtures and fittings shall not exceed the maximum allowable flow rate specified in Section 5.303.3. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80psi, or the shower shall be designed to only allow one showerhead to be in operation at a time. For projects that include landscape work, the Landscape Certification, Form GRN 12, shall be completed prior to final inspection approval. (State Assembly Bill No. 1881) Installed automatic irrigation system controllers are weather- or soil-based controllers. (WMELO, § 492.7) Weather-resistant exterior wall and foundation envelope shall be detailed in conformance with Los Angeles Building Code Section 1403.2 and California Energy Code Section 150. (5.407.1) Automatic landscape irrigators shall be installed such that it doesn’t spray on the structure. (5.407.2.1) New exterior entries and openings subject to foot traffic shall be protected against water intrusion using features such as overhangs, awnings and/or recesses for a combined depth over the entry of at least 4 feet. (5.407.2.2.1) Nonabsorbent interior floor and wall finishes shall be used within at least two feet around and perpendicular to new exterior entries and/or opening subject to foot traffic. (5.407.2.2.1) Exterior entries shall have flashing integrated with the drainage plane. (5.407.2.2.2) Only a City of Los Angeles certified hauler will be used for hauling of construction waste. (5.408.1) 100% of excavated soil and vegetation resulting from land clearing shall be reused or recycled. (5.408.3) A final report for the testing and adjusting of all new systems shall be completed and provided to the field inspector prior to final approval. This report shall be signed by the individual responsible for performing these services. (5.410.4.4) For all new equipment, an Operation & Systems Manual shall be provided to the owner and the field inspector at the time of final inspection. (5.410.4.5) All new gas fireplaces must be direct-vent, sealed combustion type. Wood burning fireplaces are prohibited per AQMD Rule 445. (5.503.1, AQMD Rule 445) If the new HVAC system is used during construction, use return air filters with a MERV of 8. Replace all filters immediately prior to occupancy. (5.504.1.3) All new ducts and other new related air distribution components openings shall be covered with tape, plastic, or sheet metal until the final startup of the heating, cooling and ventilating equipment. (5.504.3) Architectural paints and coatings, adhesives, caulks and sealants shall comply with the Volatile Organic Compound (VOC) limits listed in Tables 5.504.4.1 - 5.504.4.3. (5.504.4.1- 5.504.4.3) The VOC Content Verification Checklist, Form GRN 2, shall be completed and verified prior to final inspection approval. The manufacturer’s specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to the field inspector for verification. (5.504.4.3.2) All new carpet installed in the building interior meets the testing and product requirements of one of the following: a. b. c. d.

22. 23. 24.

25.

27. 28. 29. 30. 31.

32.

Carpet and Rug Institute’s Green Label Plus Program California Department of Public Health’s Specification 01350 NSF/ANSI 140 at the Gold level Scientific Certifications Systems Indoor Advantage™ Gold (5.504.4.4)

All new carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. (5.504.4.4.1) New hardwood plywood, particle board, and medium density fiberboard composite wood products used in the interior or exterior of the building shall meet the formaldehyde limits. (5.504.4.5, 10.504.4.5) The Formaldehyde Emissions Verification Checklist, Form GRN 3, shall be completed prior to final inspection approval. The manufacturer’s specifications showing formaldehyde content for all applicable wood products shall be readily available at the job site and be provided to the field inspector for verification. (5.504.4.5) 80% of the total area receiving new resilient flooring shall comply with one or more of the following: a. b. c.

26.

The minimum requirements in California Energy Code for Lighting Zones 1-4 Backlight, Uplight and Glare (BUG) ratings as defined in IESNA TM-15-11 Allowable BUG ratings not exceeding those shown in on Table 5.106.8. (5.106.8)

VOC emission limits defined in the CHPS High Performance Products Database Certified under UL GREENGUARD Gold Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program Meet the California Department of Public Health’s Specification 01350 (5.504.4.6)

Mechanically ventilated buildings shall have air filter with a Minimum Efficiency Reporting Value (MERV) of 13 or higher. Filters shall be installed prior to occupancy and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. (5.504.5.3) Designated outdoor smoking area shall be at least 25 feet from an outdoor air intake or operable windows. (5.504.7) Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2 Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 (5.505.1) Buildings that use Demand Control Ventilation shall have CO2 sensors and ventilation controls installed in accordance with the requirements of the current edition of the California Energy Code, CCR, Title 24, Part 6, Section 121(c). (5.506.2) The HVAC, refrigeration, and fire suppression equipment shall not contain CFC or Halons. (5.508.1.) Retail food stores of 8,000 sq. ft. or more of conditioned area that have a commercial refrigeration system with a global warming potential (GWP) of 150 or greater shall have leak reduction measures in accordance with LAGBC Section 5.508.2. Separate mechanical plan check is required. (5.508.2) For new buildings or additions exceeding 50,000 ft2, install a separate water meter or sub-meter for the following areas: a. b.

For each individual leased, rented, or other tenant space within the building projected to consume more than 100 gpd (380 L/day). Where potable water is used for industrial/process uses, for water supplied to the following subsystems: • • •

150

Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). Steam and hot-water boilers with energy input more than 500,000 Btu/h (147 kW).

For each building that uses more than 100 gpd on a parcel containing multiple buildings. (5.303.1.1)

33.

34.

35. 36. 37. 38.

39. 40. 41.

Provide a 20% reduction in the overall potable water use for each building. The reduction shall be based on the maximum allowable water use per plumbing fixture and fittings as required by the Los Angeles Plumbing Code. New projects having a water supply of 2”or less and additions and alterations projects mayuse the prescriptive method outlined in this section. (5.303.2) A water budget for landscape irrigation use that conforms to the California Department of Water Resources’ Model Water Efficient Landscape Ordinance (MWELO) is required for new landscape areas of 500 sqft or more. The following methods to reduce potable water use in landscape areas include, but are not limited to, use of captured rainwater, recycled water, graywater, or water treated for irrigation purposes and conveyed by a water district or public entity. (5.304.1, 5.304.2) New buildings on a site with 1,000 square feet or more of cumulative landscape area shall have separate meters or submeters for outdoor water use. (5.304.4) Additions and alterations on a site with 1,000 square feet of cumulative landscape area which require water service upgrade shall have separate meters or submeters for outdoor water use. (5.304.4) Locks shall be installed on all publicly accessible exterior faucets and hose bibs. (5.304.5) Except as provided in this section, for sites with over 500 square feet of landscape area, alternate waste piping shall be installed to permit discharge from the clothes washer, bathtub, showers, and bathroom/restrooms wash basins to be used for a future graywater irrigation system (5.305.1) Except as provided in this section, where Cityrecycled water is available within 200 feet of the property line, water closets, urinals, floor drains, and process cooling and heating in the building shall be supplied from recycled water and shall be installed in accordance with the Los Angeles Plumbing Code. (5.305.2) Cooling towers shall comply with one of the following: a. b.

Shall have a minimum of 6 cycles of concentration (blowdown) A minimum of 50% of the makeup water supply to the cooling towers shall come from non-potable water sources, including treated backwash. (5.305.3)

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

GENERAL NOTES

G-2.4 151

YELIN (LYNN) HAHM

ABBREVIATIONS A/E AB ABAN ABBRV AC ACI ACP ACR ACST AD ADA ADDL ADDM ADJ ADMIN AFF AFG AFS AGGR AHR AIA AISC AISI AITC ALNMT ALT ALUM AMT ANSI APA APPD APPROX APPX AR ARCH ASCE ASPH ASI ASSN ASTM ATCH ATTN AWS AZ B&F BAL B/B BC BD BDRY BEV BFF BKG BKGD BLD BLDG BLK BLT BLVD BLW BM BO BOS BOT B PL BRCG BRDG BRG BRG PL BS BSMT BT BTWN C C/C CAM CAN CD CEM CHFR CHKD CI CIP CJ CJ CJ CL CLG CLR CM CMU CO COL COM CONC CONN CONSTR CONT CONTR COORD CRSI CSI CTR CTRL CU CU YD D D-B DAT DBL DEG DEL DEMO DET DEV

152

ARCHITECT/ENGINNER ANCHOR BOLD ABANDON ABBREVIATION ASPHALTIC CONCRETE AMERICAN CONCRETE INSTITUTE ASPHALTIC CONCRETE PAVING ACROSS ACOUSTIC AREA DRAIN AMERICANS WITH DISABILITIES ACT ADDITIONAL ADDENDUM ADJACENT/ADJOINING ADMINISTRATION ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB AGGREGATE ANCHOR AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE AMERICAN INSTITTUE OF TIMBER CONSTRUCTION ALIGNMENT ALTERNATE, ALTERNATIVE ALUMINUM AMOUNT AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN PLYWOOD ASSOCIATIONS APPROVED APPROXIMATE APPENDIX AS REQUIRED ARCHITECT AMERICAN SOCIETY OF CIVIL ENGINEERS ASPHALT ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS ASSOCIATION AMERICAN SOCIETY FOR TESTING AND MATERIAL ATTACHMENT ATTENTION AMERICAN WELDING SOCIETY AZIMUTH BELL AND FLANGE BALANCE BACK TO BACK BOTTOM CHORD BOARD BOUNDARY BEVEL BELOW FINISH FLOOR BACKING BACKGROUND BUILD BUILDING BLOCK/BLOCKING BUILT BOUBLEVARD BELOW BEAM BOTTOM OF BOTTOM OF STEEL BOTTOM BASE PLATE BRACING BRIDGING BEARING PL BEARING PLACE BOTH SIDES BASEMENT BUTT WELD BETWEEN CHANNEL CENTER TO CENTER CAMBER CANOPY CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS CEMENT CHAMFER CHECKED/CHECKERED CAST IRON CAST-IN-PLACE CONTRUCTION JOINT CONTRACTION JOINT CONTROL JOINT CENTER LINE CEILING CLEAR CENTIMETER CONCRETE MASONRY UNIT COMPANY COLUMN COMMON CONCRETE CONNECTION CONSTRUCTION CONTINUOUS, CONTINUE CONTRACTOR COORDINATE CONCRETE REINFORCING STEEL INSTITUTE CONSTRUCTION SPECIFICATION INSTITUTE CENTER CONTROL CUBIC CUBIC YARD DEEP, DEPTH DESIGN-BUILD DATUM DOUBLE DEGREE DELETE DEMOLITION DETAIL DEVELOPMENT

DFTG DIA DIAG DIFF DIM DIST DIV DJ DL DOC DOUG FIR DSGN DWG DWL/DWLS E EA EE EF EIFS EJ EL ELAST ELEC ELEM ELEV EMBED ENCL ENGR EOS EPA EQ EQUIP EQUIV ESCAL ESMT EST ETC EW EX EXC EXCL EXIST EXP EXT F/F FAB FACIL FB FD FDTN FF FF EL FIN GR FH FIN FIN FLR FLG FLR FLR SK FOC FOF FOM FOS FOS FOW FR FRMG FS FSTNR FT FT/LB FT/LBF FTG FUT G GA GALV GALV STL GR BM GC GEN GLU LAM GLZ GOVT GRTG GT H HAS HC HCP HD HGR HLDN HORIZ HS HSKPG HSS HST HT IBC ID IF IFS IN INCL INFO IN-LB IN-LBF INSTL INSUL INT IR K K KB

DRAFTING DIAMETER DIAGONAL DIFFERENCE, DIFFERENTIAL DIMENSION DISTANCE DIVIDE DOUBLE JOIST DEAD LOAD DOCUMENT DOUGLAS FIR DESIGN DRAWING DOWLS MODULUS OF ELASTICITY EACH EACH END EACH FACE EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELASTOMERIC ELECTRIC ELEMENTARY ELEVATOR EMBEDDED/EMBEDMENT ENCLOSURE ENGINNER EDGE OF SLAB ENVIRONMENTAL PROTECTION AGENCY EQUAL EQUIPMENT EQUIVALENT ESCALATOR EASEMENT ESTIMATE ET CETERA EACH WAY EXAMPLE EXCAVATE EXCLUDE EXISTIC EXPANSION EXTERIOR FACE TO FACE FABRIC FACILITY FLAT BAR FLOOR DRAIN FOUNDATION FAR FACE FINISHED FLOOR ELEVATION FINISHED GRADE FLAT HEAD FINISH FLR FINISH FLOOR FLANGE FLOOR FLOOR SINK FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF SLAB FACE OF STUD FACE OF WALL FRAME FRAMING FAR SID FASTENER FOOT/FEET FOOT/POUND FOOT/POUND FORCE FOOTING FUTUR GIRDER GAGE GALVANIZED GALVANIZED STEEL GRADE BEAM GENERAL CONTRACTOR GENERAL GLUED LAMINATED WOOD GLAZING GOVERNMENT GRATING GROUT HIGH HEADED ANCHOR STUD HOLLOW-CORE HANDICAPPED HEAVY DUTY HANGER GOLDDOWN HORIZONTAL HIGH STRENGTH HOUSEKEEPING HOLLOW STURCTURAL SECTIONS HOIST HEIGHT INTERNATIONAL BUILDING CODE INSIDE DIAMETER INSIDE FACE INSIDE FACE OF STUD INCH INCLUDE INFORMATION INCH-POUND INCH-POUND FORCE INSTALL INSULATION INTERIOR INSIDE RADIUS KIP THOUSAND KNEE BRACE

KCJ KIP KIP FT KLF KO KOP KSF KSI L LAM LATL LBF LBR LBS LD BRG LF LIN LL LLBB LLH LLB LONG LT GA LT WT LVR LWC M MAINT MATL MAX MB MC MCJ MD ME MECH MEZZ MFR MID MIN MISC ML ML MO MS MSL MTL N NA NF NIC NO NOM NS NTS O/O OA OC OD OF OFS OPH OPNG OPP OPT OR PAR PART PC PCC PCF PCI PED PEN PERIM PERP PH PIL PL PLAT PLBG PLF PLM PLYWD POS PP PRCST PREFAB PRELIM PREV PSF PSI PT PT CONC PTN PVG QTY QUAD R RC RD REC REF REINF REPL REQ REQD REV RGD INS RFI RND RO RT RVL

KEY THO FT T KIPS KNO KNO KIPS KIPS ANG LAM LATE POU LUM POU LOA LINE LINE LIVE LON LON LON LON LIGH LIGH LOU LIGH MOM MAIN MAT MAX MAC MOM MAS MET MEC MEC MEZ MAN MIDD MINI MISC MICR MON MAS MAC MEA MET NOR NOT NEA NOT NUM NOM NEA NOT OUT OVE ON C OUT OUT OUT OPP OPE OPP OPT OUT PAR PAR PIEC PRE POU PRE PED PEN PER PER PHA PILA PLAT PLAT PLUM POU PAR PLYW POS PAN PRE PRE PRE PRE POU POU POS POS PAR PAV QUA QUA RAD REIN ROA REC REF REIN REP REQ REQ REV RIGI REQ ROU ROU RIGH REV

YED CONTROL JOIN OUSAND POUNDS THOUSAND FOOT/POUNDS S PER LINEAL FOOT OCK OUT OCK OUT PANEL S PER SQUARE FOOT S PER SQUARE INCH GLE MINATE ERAL UND-FORCE MBER UND AD BEARING EAR FEET (FOOT) EAR E LOAD NG LEG BACK TO BACK NG LEG HORIZONTAL NG LEG VERTICAL NGITUDINAL HT GAGE HT WEIGHT UVER HT WEIGHT CONCRETE MENT NTENANCE TERIAL XIMUM CHINE BOLT MENT CONNECTION SONRY CONTROL JOINT TAL DECK CHANICAL ENGINEER CHANICAL ZZANINE NUFACTURER DLE IMUM CELLANEOUS RO-LAMINATED NOLITHIC SONRY OPENING CHINE SCREW AN SEA LEVEL TAL RTH T APPLICABLE AR FACE T IN CONTRACT MBER MINAL AR SIDE T TO SCALE T TO OUT ERALL CENTER TSDIE DIAMETER TSIDE FACE TSDIE FACE OF STUD POSITE HAND ENING POSITE TIONAL TSIDE RADIUS RALLEL, PARAPET RTIAL CE, PORTLAND CEMENT ECAST CONCRETE UNDS PER CUBIC FOOT ECASE/PRESTRESSED CONCRETE DESTAL NETRATE RIMETER RPENDICULAR ASE ASTER TE TFORM MBING UNDS PER LINEAR FOOT RALLAM WOOD SITION NEL POINT ECAST EFABRICATE ELIMINARY EVIOUS UNDS PER SQUARE FOOT UDNS PER SQUARE INCH ST-TENSIONED ST-TENSIONED CONCRETE RTITION VING ANTITY ADRANT DIUS, RISER NFORCED CONCRETE AD, ROOF DRAIN CESSED FERENCE NFORCE/REINFORCEMENT PLACE QUIRE QUIRED VISION ID INSULATION QUEST FOR INFORMATION UND UGH OPENING HT VEAL

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

S SCHEM SCHED SD SDI SDL SE SECT SF SHT SHTHG SIM SJI SLNT SM SP SPA SPEC SPRT SQ SQ IN SQ YD SSPC ST STAG STD STIF STIR STL STL LNTL STL JST STL PL STL RF STR STRUCT SUB SUF SUP SUPPL SYM SYMM SYS S/S T T&B T&G TAN TB TEMP THD THK THRU TJI TO TOB TOC TOC FTG TOC WALL TOF TOGH TOJ TOL TOM TOP TOS TOS TOW TRANS TRNBKL TYP UBC UNO VAR VERT VIF VNR VR VRFY W W/ W/O WBL WD WF WF BM WL WLD WM WP WSCT WT WWF WWM X XXH YD

SOUTH SCHEMATIC SCHEDULE SHOP DRAWINGS STEEL DECK INSTITUTE SADDLE STRUCTURAL ENGINEER SECTION SQUARE FEET (FOOT) SHEET, SHAFT SHEATHING SIMILAR STEEL JOIST INSTITUTE SEALANT SMOOTH SUMP PIT SPACE/SPACES SPECIFICATION SUPPORT SQUARE SQUARE INCH SQUARE YARD STRUCTURAL STEEL PAINTING COUCIL STAIRS STAGGERED STANDARD STIFFENER STIRRUP STEEL STEEL LINTEL STEEL JOIST STEEL PLATE STEEL ROOF DECK STRINGERS STRUCTURAL SUBSTITUTE SUFFICIENT SUPPLEMENTARY SUPPLEMENT SYMBOL SYMMETRICAL SYSTEM STAINLESS STEEL TREAD TOP AND BOTTOM TONGUE AND GROOVE TANGENT THRU BOLT TEMPORARY THREAD THICKNESS THROUGH TRUSS JOIST INSTITUTE TOP OF TOP OF BEAM TOP OF CONCRETE TOP OF CONCRETE FOOTING TOP OF CONCRETE WALL TOP OF FOOTING GRATE JOIST TOLERANCE TOP OF MASONRY TOP OF PARAPET TOP OF SLAB TOP OF STEEL TOP OF WALL TRANSVERSE TURNBUCKLE TYPICAL UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VARIES VERTICAL VERIFY IN FIELD VENEER VAPOR RETARDER VERIFY WEST, WIDE WITH WITHOUT WOOD BLOCKING WOOD WIDE FLANGE WIDE FLANGE BEAM WIND LOAD WELDED WIRE MESH WATERPROOFING WAINSCOT WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH BRACE CROSS BRACING DOUBLE EXTRA HEAVY YARD

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

ABBREVIATIONS

G-3.0 153

YELIN (LYNN) HAHM

SYMBOLS LEGEND 1

BUILDING SECTION FLAG

A101

EXTERIOR ELEVATION TAG 1i

101

0 A101

DETAIL CALLOUT SIM

DETAIL FLAG

A101

101

ROOM TAG WITH AREA

View Name 1/8" = 1'-0"

1t 1i 1'-0" A.F.F.

WALL TAG DOOR TAG WINDOW TAG CEILING TAG WITH HEIGHT

DRAWING NUMBER, TITLE, AND SCALE BREAK LINE

N NORTH ARROW

0 Name Elevation CL

154

DOOR

SPOT ELEVATION

1 A101

Room name

150 SF

GRID HEAD LEVEL HEAD CENTER LINE

PIPE COLUMN - PIPE 12 STD 2' CAST IN SITU CONCRETE WALL 6" STUD WALL COMPACTED EARTH

ROOF DRAIN

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

CEILING LIGHT - FLAT ROUND 60W-120V CEILING LIGHT - FLAT ROUND 100W-120V CEILING LIGHT - LINEAR BOX 1'X4' (2 LAMPS) 120V PENDENT LIGHT - LINEAR (1 LAMP) 96" - 277V

GL[ASS]

MOUNT LIGHTING - HALO (1 LAMP) 1250X85MM - G CONTROL - 73W 90LM/W

SMOKE DETECTOR SPRINKLER - 3/4" PENDENT - FULLY RECESSED HOSTED CEILING EXHAUST TERMINAL 24X24 EMERGENCY EXIT SIGN - SURELITES

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

SYMBOLS LEGEND

G-3.1 155

YELIN (LYNN) HAHM

156

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

ACCESSIBILITY DIAGRAMS

G-4.0

157

YELIN (LYNN) HAHM

158

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

ACCESSIBILITY DIAGRAMS

G-4.1

159

YELIN (LYNN) HAHM

160

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

ACCESSIBILITY DIAGRAMS

G-4.2

161

YELIN (LYNN) HAHM

162

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

ACCESSIBILITY DIAGRAMS

G-4.3

163

YELIN (LYNN) HAHM

2HR RATED CURTAIN WALL

1HR NON-BEARING PARTITION

1HR RATED NON-BEARING PARTITION

5/8" GYPSUM WALL BOARD

1/4" THK SPANDREL PANEL

SPANDREL PANEL INSULATION

HEAD

1/4" CHIPB

5/8" GYPSUM WALL BOARD

2 1/2" X 4" RECTANGULAR TRANSOM

3 5/8" METAL STUDS

5/8" METAL

PLAN

1/4" THK LOW E COATED TEMPERED GLASS

5/8" GYPSUM WALL BOARD

1/4" CHIPB

SILL

1/2" SPACER

164

WALL ASSEMBLY TYPE E SCALE: 1/2" = 1'-0"

WALL ASSEMBLY TYPE D SCALE: 1" = 1'-0"

WALL ASSEMBLY TYPE SCALE: 1" = 1'-0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR.

2HR RATED

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

1HR NON-BEARING PARTITION

No.

Description

Date

CEILING RUNNER

1/4" GYPSUM WALL BOARD

BOARD

HEAD

3 1/2" INSULATION BATT

3/4" SHEATHING

2 X 4 WOOD STUD 2' CAST IN-SITU CONCRETE

AL STUDS

PLAN

1/4" GYPSUM WALL BOARD

3 1/2" INSULATION BATT

BOARD

SILL

3/4" SHEATHING

FLOOR RUNNER

WALL TYPES

WALL ASSEMBLY TYPE B SCALE: 1" = 1'-0"

WALL ASSEMBLY TYPE A SCALE: 1" = 1'-0"

A-0.0 165

YELIN (LYNN) HAHM

POLYCARBONATE FACADE PANELS

RESIDENTIAL OFFICE

ROOF DECK

FURNITURE SHOWROOM

BASEMENT PARKING

166

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

METAL FRITS FACADE PANELS

ALUMINUM FRAME FACADE STRUCTURE

GL[ASS]

DOUBLE GLAZED FACADE WITH RECTANGULAR MULLION

BILLBOARD

ROBERTSON JR.

EGRESS STAIRS

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

RAMP TO BASEMENT PARKING

CENTRAL CORE

PROJECT GEOMETRY OVERVIEW 1

PROJECT GEOMETRY OVERVIEW SCALE: 1/32" = 1'-0"

A-0.1

167

YELIN (LYNN) HAHM

26' - 0"

29' - 0"

M 15' -

1 A-3.1

21' - 8"

SERVICE ALLEY

15' -

PROPER TY LINE

15' -

14.59°

1 A-4.1

LINE OF SLAB ABOVE

ENTRANCE

LINE OF SLAB ABOVE

ENTRANCE

3 STORY MIXED USED DEVELOPMENT RESIDENTIAL: OFFICES: COMMERCIAL: TOTAL SQFT:

5,678 SQFT 5,344 SQFT 5,621 SQFT 16,643 SQFT

1 A-3.4 OVE SLAB AB LINE OF

SERVICE ALLEY

PROPERTY LINE

14.59°

LINE OF SLAB ABOVE DN

PROPERTY LINE

1 A-3.2

168

ALCOTT (SIDE

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

T ST E)

15' -

GL[ASS]

H 15' -

G PL

ROBERTSON JR.

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

20' - 0"

14.59°

No.

Description

Date

2 ENTR ANC E

LINE OF SLAB ABOVE

2 A-4.1

20' - 0"

PROPERTY LINE

ENTR ANC E

29' - 0"

1 A-3.3

S ROBERTSON BLVD (FRONT)

20' - 0"

A-4.2

21' - 6"

20' - 2 1/2"

SITE PLAN N PL 1

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

A-1.0 169

YELIN (LYNN) HAHM

26' - 0"

21' - 8"

29' - 0"

1 A-4.1

WA-B

7' -

0' R2

WA-B

MECH. ROOM 006

WA-B

137 SF WA-B

UP 006.1

SMOKE STOP LOBBY

STAIRCASE 1 007

005

24' - 0" CLEAR

239 SF

58 SF

TWO-WAY DRIVEWAY

WA-B

27' - 0" CLEAR

007.1

TWO-WAY DRIVEWAY

CLEAR

PL / FL 01

5' - 0"

3' - 0"

WA-B

CLEAR

005.1

LIFT LOBBY WA-B

004

187 SF

5' - 0"

5' - 8"

WA-B

004.1

CLEAR

5' - 0"

CLEAR

11' - 0" CLEAR

HANDICAP LOT

WA-B

' 20

-0

9' - 0" CLEAR

STANDARD LOT

9' - 0" CLEAR

STANDARD LOT

'R7

WA-B

9' - 0" CLEAR

STANDARD LOT

9' - 0"

STAND

003.1

WA-B

MEP ROOM 003

WA-B

450 SF

WA-B

170

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

GL[ASS] 18' - 0"

' - 0"

R 20

9' - 0" CLEAR 7'

STANDARD LOT

9' - 0" CLEAR

18' - 0" CLEAR WIDTH

STANDARD LOT

CLEAR WIDTH

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

19 18

20' - 0"

9' - 0" CLEAR

STANDARD LOT

9' - 0" CLEAR

STANDARD LOT

PARKING

STANDARD LOT

9' - 0" CLEAR

STANDARD LOT

001 17887 SF 27' - 0" CLEAR TWO-WAY DRIVEWAY

No.

Description

Date

9' - 0" CLEAR

STANDARD LOT

9' - 0" CLEAR

STANDARD LOT

1 A-4.2 20' - 0"

9' - 0" CLEAR

STANDARD LOT

9' - 0" CLEAR

STANDARD LOT

WA-B

20' - 0"

9' - 0" CLEAR

STANDARD LOT

9' - 0" CLEAR

STANDARD LOT

5' - 0"

CLEAR

11' - 0" CLEAR

2 A-4.1

4 13

29' - 0"

27' - 0" CLEAR

TWO-WAY DRIVEWAY

'20

9' - 0" CLEAR

STANDARD LOT

9' - 0" CLEAR

7' -

STANDARD LOT

HANDICAP LOT

WA-B

" CLEAR

9' - 0" CLEAR

DARD LOT

STANDARD LOT

STANDARD LOT 002.1

ELEC. ROOM WA-B

002 448 SF

BASEMENT FLOOR PLAN SCALE: 1/8" = 1'-0"

BASEMENT FLOOR PLAN

A-1.1

171

YELIN (LYNN) HAHM

26' - 0"

29' - 0"

M 15' -

SERVICE ALLEY

15' -

A-4.1

1' - 0"

21' - 8"

15' -

3' -

1' - 1"

PROPER TY LINE

24' - 11"

1 A-3.1

21' - 8"

LINE OF SLAB ABOVE

ENTRANCE

5' - 8"

WA-E

8' - 0"

100.3

8' - 10 1/2"

106.1

MEP

LINE OF SLAB ABOVE

WA-D

3' - 4"

WA-E

WA-B

106

5' - 0"

143 SF

ENTRANCE

STAIRCASE 1 107.2

105

100.4

WA-D

107

58 SF

WA-F

239 SF

107.1

5' - 0"

PL / FL 01

9' - 6"

104

3' - 0"

104.1

RESIDENTIAL LIFT LOBBY

3' - 0"

PROPERTY LINE

STAIRS LOBBY

WA-D

100 SF

10' - 3"

WA-A

SALES FLOOR/SHOWROOM

1' - 0"

5' - 0"

1 A-3.4

WA-C

103.4

103.3

FEMALE'S BATHROOM

103.2

103.1

103

WA-C WA-F

WA-C

180 SF

WA-D

WA-A

WA-C WA-C

102.3

WA-C

WA-D

100.2

WA-C

102

5' -

MALE'S BATHROOM

102.2

WA-C

5' - 0"

SERVICE ALLEY

100

4002 SF WA-B

102.1

177 SF WA-A

SALES & CONFERENCE ROOM

101.1

101 186 SF

WA-A

WA-E

LINE OF SLAB ABOVE WA-E

WA-F

LINE OF SLAB ABOVE DN

PROPERTY LINE

1 A-3.2

172

ALCOTT (SIDE

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

I 15' -

GL[ASS]

H 15' -

G PL

ROBERTSON JR.

6 WA-E

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

WA-E

20' - 0"

No. 5' - 8"

100.1

Date

ENTR ANC E WA-E

STORE FRONTS

LINE OF SLAB ABOVE

2 A-4.1

1 A-3.3

20' - 0"

PROPERTY LINE

ENTR ANC E

S ROBERTSON BLVD (FRONT)

20' - 0"

A-4.2

T ST E)

Description

29' - 0"

8 53' - 10"

GROUND FLOOR PLAN N PL 1

GROUND FLOOR PLAN SCALE: 1/8" = 1'-0"

A-1.2 173

YELIN (LYNN) HAHM F

26' - 0"

1 A-3.1

21' - 8"

29' - 0"

M 15' -

15' -

1 15' -

A-4.1

- 0" 11'

6" 3' -

CURTAIN WALL

1 A-7.0

24' - 10 1/2"

WA-E

12' - 3"

1' - 0"

- 1" 10'

WA-E

8' - 10 1/2"

WA-B

213.2

WA-E

5' -

LINE OF SLAB ABOVE WA-B

ROOF DECK

STAIRCASE 01

WA-B

213

WA-E

2208 SF

3' - 0"

CLEAR

3' - 0"

239 SF 209.1

WA-B

5' - 8"

CLEAR

212

WA-A

COMMUNAL LIFT LOBBY

CONFERENCE ROOM

A-3.4

5' - 0"

WA-B

9' - 3"

CLEAR

3' - 0"

5' - 0" CLEAR

210.1

CLEAR

9' - 6"

213.1

PL / FL 01

210

211

171 SF

331 SF

WA-E

WA-A

211.1

WA-A

1 A-7.3

UNISE WC

201.1

201

73 S WA-A

COMMON OFFICE SPACE

WA-A

209

UN W

202.1

2996 SF

2 WA-A

WA-A

WA-A 205.1

TYP

WA-A

EXECUTIVE OFFICE

TYP

11' - 10

WA-A

206.1

1/2"

WA-A

205

EXECUTIVE OFFICE

207.1

TYP

207

208

WA-E

143 SF

12' - 0" 12' - 0" 12' - 0"

1 A-3.2

174

204

42 SF

145 SF

EXECUTIVE OFFICE

12' - 0"

JANITOR'S ROOM

150 SF

EXECUTIVE OFFICE

WA-A

151 SF

206

WA-A

208.1

204.1

WA-

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS] B

20' - 0"

29' - 0"

15' -

1" 8' 2 4' -

1/2

GL[ASS]

ROBERTSON JR.

BILLBOARD

20' - 0"

No.

Description

Date

2 1 20' - 0"

A-4.2

1 A-3.3

LINE OF SLAB ABOVE

200.1

20' - 0"

WA-A

EX C

A-4.1

PANTRY AND COMMON ROOM

NISEX WC

WA-E

200

202

348 SF

71 SF

UNISEX WC 203 119 SF WA-A

20' - 0"

29' - 0"

-A

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

2ND FLOOR PLAN N

2ND FLOOR PLAN SCALE: 1/8" = 1'-0"

A-1.3 175

YELIN (LYNN) HAHM

26' - 0"

1 A-3.1

21' - 8"

29' - 0"

M 15' -

15' -

A-4.1

CURTAIN WALL

12' - 3"

1' - 0"

WA-E

KITCHEN BEDROOM

BEDROOM 319

325

117 SF

96 SF

320.1

DINING ROOM

324

WA-A

320

WA-A

162 SF

84 SF

WA-A

BEDROOM 326

8' - 10 1/2"

319.1

175 SF

WA-A 318.1

WA-A

BATHROOM BATHROOM

BATHROOM

323

321

59 SF

318

326.1 323.1

LIVING ROOM

67 SF

76 SF

322 228 SF WA-A

DINING ROOM 317

WA-A

DN WA-A

170 SF LIVING ROOM

WA-E

300.4

ROOF DECK BELOW

315 149 SF

STAIRCASE 01 327

239 SF

KITCHEN

316

300.3

3 A-7.0

300.5

WA-B

PL / FL 01

5' - 0"

WA-A

1 A-7.2

3' - 0"

9' - 6"

64 SF

WA-E

RESIDENTIAL LOBBY 300 1050 SF 300.1

10' - 3"

1' - 0" 300.2

DINING ROOM

WA-A

301

A-3.4

174 SF

KITCHEN

RD4

307 115 SF

KITCHEN

WA-A

308 113 SF

LIVING ROOM

DINING ROOM 313 259 SF

314

WA-A

180 SF BATHROOM

WA-A

306.1

306 68 SF

BATHROOM 309 78 SF

WA-A

309.1

BEDROOM 312

305.1

WA-A

151 SF

BATHROOM 312.1

WA-A

305 BATHROOM

311.1

68 SF

310

WA-A

RD3

78 SF 310.1

MASTER BEDROOM BEDROOM

RD2

311 282 SF

ROOF BELOW

1 A-3.2

176

+23' - 6"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

15' -

GL[ASS]

15' -

ROBERTSON JR.

6 10

WA-E

BILLBOARD

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

20' - 0"

No.

Description

Date

2 1 20' - 0"

A-4.2

WA-E

1 A-3.3

11 LIVING ROOM

20' - 0"

WA-E

302 430 SF

2 A-4.1

303.1

WA-A

304.1

BEDROOM

303 127 SF MASTER BEDROOM

WA-A

304

182 SF

+24' - 0" 29' - 0"

RD1 WA-E

ROOF BELOW

3RD FLOOR PLAN N

3RD FLOOR PLAN SCALE: 1/8" = 1'-0"

A-1.4 177

YELIN (LYNN) HAHM

26' - 0"

1 A-3.1

21' - 8"

29' - 0"

M L K

J 1 A-4.1

CURTAIN WALL

RD5

RD4

2.5% RD3

1 A-3.4

2.5%

RD2 2.5%

ROOF BELOW

1 A-3.2

178

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

B 20' - 0"

A 29' - 0"

GL[ASS]

H G

ROBERTSON JR.

6 10 BILLBOARD

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

20' - 0"

No.

Description

Date

2 1 20' - 0"

A-4.2

RD1

2 A-4.1

1 A-3.3

20' - 0"

PROPERTY LINE

29' - 0"

ROOF BELOW

ROOF PLAN N

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

A-1.5 179

180

SD 9' - 10"

MEP ROOM

13' - 6"

A-3.2

20' - 0"

40' - 0"

20' - 0"

40' - 0"

15' - 0"

20' - 0"

15' - 0"

6' - 1 1/2"

24' - 8"

8' - 6"

19' - 0"

20' - 0"

MECH. ROOM

8' - 0"

9' - 8" 29' - 0"

8' - 6"

A-3.4 20' - 0"

STAIRCASEUP 1

3' - 5"

20' - 0"

3' - 5"

20' - 0"

4' - 8"

2' - 10"

20' - 0"

1 20' - 0"

11' - 0"

11' - 6"

187 SF

4' - 0"

004

LIFT LOBBY 4' - 4"

58 SF

8' - 8"

13' - 8"

4' - 4"

24' - 11"

20' - 0"

15' - 0"

4' - 8"

005

9' - 0"

SMOKE STOP LOBBY

20' - 0"

15' - 0"

13' - 8"

19' - 0"

20' - 0"

6' - 0"

21' - 8"

20' - 0"

5' - 9"

20' - 0"

15' - 0"

26' - 0"

8' - 0"

11' - 6"

30' - 0"

20' - 0"

YELIN (LYNN) HAHM

29' - 0"

A-3.1

A-4.1

CL 15' - 0"

C L C L 24' - 8 1/2"

1' - 0"

137 SF

006

239 SF

007

4' - 2 1/2"

5' - 3"

PL / FL 01

EQ 4' - 11"

450 SF

12' - 0"

003

24' - 6"

6' - 0"

29' - 0"

6' - 0"

24' - 6"

SD 15' - 0"

SD EQ 9' - 10"

20' - 0"

40' - 0"

20' - 0"

15' - 0"

20' - 0"

C L

10' - 9"

15' - 0"

29' - 0"

20' - 0"

40' - 0"

20' - 0"

11' - 0"

20' - 0"

19' - 0"

20' - 0"

20' - 0" 15' - 0"

11' - 11"

8' - 0"

CL 20' - 0"

20' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

29' - 0"

C L

GL[ASS]

ROBERTSON JR.

ELEC. ROOM

12' - 0"

002

13' - 6"

BASEMENT RCP

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

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No. Description Date

2 A-4.2 1

PARKING

17887 SF

12' - 0"

001

A-3.3 1

A-4.1 2

EQ 4' - 3 1/2"

448 SF

BASEMENT RCP

A-2.1

181

YELIN (LYNN) HAHM

26' - 0"

1 A-3.1

21' - 8"

29' - 0"

M 15' -

PL 15' -

PROPER TY LINE

15' -

A-4.1

20' - 0"

CURTAIN WALL LINE OF SLAB ABOVE

77' - 0 1/2"

F5 SD

7' - 8"

F5 F5

F5 EQ

15' - 0"

LD 12' - 0"

20' - 0"

SD F6

F4 SD

MEP 106

17' - 0"

F5 EQ

143 SF

UP STAIRCASE 1

SD EQ

180 SF

CD LD

11' - 0"

4' - 0"

20' - 0"

177 SF

11' - 0"

12' - 0"

102

5' - 7 1/2" SD

F4 CD

SALES & CONFERENCE ROOM

103

MALE'S BATHROOM

9" 51' -

LD FEMALE'S BATHROOM

12' - 0"

A-3.4

11' - 0"

51' -

8' - 0"

100 4002 SF 20' - 0"

4' - 0"

SALES FLOOR/SHOWROOM

6' - 0 1/2"

SD SD

7' - 0"

12' - 0"

11' - 0"

PL / FL 01

12' - 0"

100 SF

8' - 0 1/2"

104

239 SF

11' - 0"

RESIDENTIAL LIFT LOBBY

107

CD 6' - 0"

101

6' - 10 1/2"

11' - 0"

PROPERTY LINE

105

58 SF

12' - 0"

STAIRS LOBBY

20' - 0"

11' - 0"

186 SF

11' - 0"

9' - 8"

EQ 12' - 0"

5' - 6"

LINE OF SLAB ABOVE

PROPERTY LINE

1 A-3.2

182

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

I 15' -

GL[ASS]

15' -

20' - 0"

ROBERTSON JR.

60' - 0"

EQ " 1/2 -5 30' EQ

BILLBOARD

C L

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

C L

15' -

20' - 0"

C L

20' - 0"

16' -

A-4.2

C L

LINE OF SLAB ABOVE

15' -

A-4.1

1 A-3.3

20' - 0"

16' -

PROPERTY LINE

C L

29' - 0"

GROUND FLOOR RCP PL 1

GROUND FLOOR RCP SCALE: 1/8" = 1'-0"

A-2.2 183

YELIN (LYNN) HAHM

26' - 0"

1 A-3.1

21' - 8"

29' - 0"

M 15' -

15' -

A-4.1

46' - 0"

18' - 2"

F8 SD

CURTAIN W

19' - 8 1/2"

12' - 0"

31' - 0"

4' - 10 1/2"

F8 CD

12' - 0"

6' -

12' - 0"

42 1/2" 12"

19' - 8 1/2"

12"

13' - 3

9' - 0"

" - 11 20'

- 3" 14'

1/2"

12' - 0"

9' - 0"

12' - 0"

9' - 0"

UP F8

1/2"

11' - 3

12' - 0"

9' - 0"

12' - 0"

5' - 9"

12' - 0"

COMMUNAL LIFT LOBBY

210

211

171 SF

331 SF

F8 12' - 0"

5' - 9"

34 1/2"

13' - 3

1/2" 36' - 2 EQ

5' - 7 1/2

12"

12' - 2 1/2"

12"

208

204

8' - 6"

151 SF

206

8' - 6"

150 SF

8' - 6" 12' - 0"

8' - 6" 12' - 0" 1/2"

12' - 0"

42 SF

205

145 SF

8' - 6"

2' - 3 1/2

JANITO ROOM EXECUTIVE OFFICE

EXECUTIVE OFFICE

207

143 SF

36' - 0"

1 A-3.2

184

EXECUTIVE OFFICE EXECUTIVE OFFICE

5' - 10

12"

EQ EQ 12"

11' 11' -

11' 10"

11' -

5' - 11"

SD 1/2"

5' - 11"

" 5'

- 7 1/2"

SD "

SD LD

5' - 10

5' - 7 1/2

9' - 5 1/2

CD SD

5' - 11"

12' - 0"

S LD

12' - 0"

EQ EQ

7' - 6"

EQ EQ

1/2"

12' - 0"

8' - 6"

18' - 0"

73 8'

209 2996 SF

COMMON OFFICE SPACE

UNI W 9' - 0"

12' - 0"

9' - 0" CD

CD EQ

9' - 0"

12' - 0"

9' - 0"

LD F7

4' - 11 1/2"

8' - 6"

A-3.4

7' - 2"

9' - 0"

1/2"

12' - 0"

8' - 6"

11' - 3

12' - 0"

9' - 0"

CONFERENCE ROOM

40 1/2"

12' - 0"

9' - 0"

12"

10" 40' EQ

2' - 6"

PL / FL 01

7" 32' -

9' - 0"

12' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

I 15' -

GL[ASS]

15' -

WALL

ROBERTSON JR.

BILLBOARD

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

20' - 0"

No.

Description

Date

2 1 20' - 0"

A-4.2

2 A-7.3 5' - 9 1/2

' - 0"

1 A-3.3

348 SF

" 5' - 9 1/2 EQ

5' - 9 1/2"

8' - 6"

8' - 8 1/2"

203 119 SF

2' - 11"

UNISEX WC F8

5' - 9 1/2

8' - 6"

8' - 6" 10' - 0"

71 SF

17' - 4"

6' - 9"

202

UNISEX WC

2 A-4.1

200

- 6"

PANTRY AND COMMON ROOM

3 SF

6' - 0"

5' - 9 1/2

7' - 5"

5' - 7 1/2

12"

F8 SD

29' - 0"

201

ISEX WC

20' - 0"

SD 5' - 0"

OR'S M

2ND FLOOR RCP

2ND FLOOR RCP SCALE: 1/8" = 1'-0"

A-2.3 185

YELIN (LYNN) HAHM

26' - 0"

1 A-3.1

21' - 8"

29' - 0"

M 15' -

15' -

A-4.1

DINING ROOM

324 F2

96 SF

117 SF

325

8' - 6"

BEDROOM

84 SF

326

8' - 6"

162 SF

KITCHEN

320

319

CURTAIN WALL

BEDROOM

SD BEDROOM

175 SF

BATHROOM 318.1

318 76 SF 8' - 6"

321 67 SF

BATHROOM 323

59 SF

LIVING ROOM

322

SD F2

228 SF

8' - 6"

BATHROOM

8' - 6"

LIVING ROOM 315

149 SF 8' - 6"

DINING ROOM 317

170 SF

8' - 6"A-7.2

KITCHEN

316

64 SF

8' -

8' - 6"

10" F7 PL / FL 01

8' -

2 A-7.2

10" F7

10" 8' -

RESIDENTIAL LOBBY 300

-8 12'

1050 SF 8' - 6" SD

" F2 F2

115 SF

308

8' - 6"

113 SF

8' - 6"

KITCHEN 307

KITCHEN

-8 12'

7' -

A-3.4

10" 8' -

6' -

DINING ROOM 313

LIVING ROOM

BATHROOM 306

68 SF

259 SF

8' - 6"

314 180 SF F2 F2 BATHROOM

309

SD SD

78 SF

8' - 6" F2

BEDROOM 151 SF 8' - 6"

312

MASTERSD BEDROOM BEDROOM

BATHROOM

311

305

282 SF

BATHROOM

68 SF

8' - 6"

310

8' - 6"

78 SF 8' - 6"

3' - 0"

1 A-3.2

186

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

20' - 0"

29' - 0"

I 15' -

GL[ASS]

15' -

ROBERTSON JR.

6 10 BILLBOARD

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

20' - 0"

No.

Description

Date

2 1 20' - 0"

A-4.2

DINING ROOM 301

10 '

174 SF

- 8"

8' - 6" F2

- 8" LIVING ROOM 302

430 SF

A-4.1

8' - 6" SD

BEDROOM

304

303

127 SF

8' - 6"

SD MASTER BEDROOM

12 EQ

20' - 0"

182 SF

8' - 6"

29' - 0"

10 '

1 A-3.3

3RD FLOOR RCP

3RD FLOOR RCP SCALE: 1/8" = 1'-0"

A-2.4 187

YELIN (LYNN) HAHM

29' - 0"

20' - 0"

29' - 0"

300.A

300.

200.A

188

29' - 0"

20' - 0"

29' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

1 A-4.1

21' - 8"

26' - 0"

F MX ACOUSTIC - VISIBLE GRID 150MM 23MM CAP. 32MM DOUBLE GLAZED. TECHNAL - ALUMINIUM - RAL 7040

300.A

ROOF 34' - 0"

300.A

3RD FLOOR 24' - 0"

200.A

GL[ASS]

200.A

2ND FLOOR 14' - 0"

CAST IN-SITU CONCRETE

GROUND FLOOR 6"

NORTH ELEVATION (MULLIONS) SCALE: 1/8" = 1'-0"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

1 A-4.1

21' - 8"

26' - 0"

ROBERTSON JR.

F ALUMINUM FRAMES

ROOF 34' - 0"

No.

Description

Date

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

CAST IN-SITU CONCRETE

GROUND FLOOR 0"

NORTH ELEVATION (FACADE STRUCTURE) SCALE: 1/8" = 1'-0"

1 A-4.1

21' - 8"

26' - 0"

F METAL FRITS PANELS

ROOF 34' - 0"

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

NORTH ELEVATION

CAST IN-SITU CONCRETE

GROUND FLOOR 0"

NORTH ELEVATION (FACADE PANELS) SCALE: 1/8" = 1'-0"

A-3.1 189

YELIN (LYNN) HAHM

1 A-4.1

26' - 0"

21' - 8"

29' - 0"

MX ACOUSTIC - VISIBLE GRID 150MM 23MM CAP. 32MM DOUBLE GLAZED. TECHNAL - ALUMINIUM - RAL 7040

300.A

200.A

CAST IN-SITU CONCRETE

1 A-4.1

26' - 0"

21' - 8"

29' - 0"

ALUMINUM FRAME

CAST IN-SITU CONCRETE

1 A-4.1

F METAL FRITS PANELS

CAST IN-SITU CONCRETE

190

26' - 0"

21' - 8"

29' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

0' - 0"

29' - 0"

ROOF 34' - 0"

300.A

0' - 0"

300.A

3RD FLOOR 24' - 0"

GL[ASS]

2ND FLOOR 14' - 0"

GROUND FLOOR 6"

29' - 0"

SOUTH ELEVATION (MULLIONS) SCALE: 1/8" = 1'-0"

A ROOF 34' - 0"

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

GROUND FLOOR 0"

29' - 0"

SOUTH ELEVATION (FACADE STRUCTURE) SCALE: 1/8" = 1'-0"

ROOF 34' - 0"

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

SOUTH ELEVATION GROUND FLOOR 0"

SOUTH ELEVATION (FACADE PANELS) SCALE: 1/8" = 1'-0"

A-3.2 191

YELIN (LYNN) HAHM

A-4.1

29' - 0"

20' - 0"

MX ACOUSTIC - VISIBLE GRID 150MM 23MM CAP. 32MM DOUBLE GLAZED. TECHNAL - ALUMINIUM - RAL 7040

300.A

200.A

CAST IN-SITU CONCRETE

1 A-4.1

29' - 0"

20' - 0"

ALUMINUM FRAMES

CAST IN-SITU CONCRETE

1 A-4.1

POLYCARBONATE PANELS

CAST IN-SITU CONCRETE

192

29' - 0"

20' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

1 A-4.2

20' - 0"

15' - 4 1/2"

ROOF 34' - 0"

3RD FLOOR 24' - 0"

GL[ASS]

2ND FLOOR 14' - 0"

GROUND FLOOR 6"

EAST ELEVATION (MULLIONS) SCALE: 1/8" = 1'-0"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

1 A-4.3

20' - 0"

6' - 4"

9' - 0 1/2"

ROBERTSON JR.

6 ROOF 34' - 0"

No.

Description

Date

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

GROUND FLOOR 0"

EAST ELEVATION (FACADE STRUCTURE) SCALE: 1/8" = 1'-0"

1 A-4.3

20' - 0"

6' - 4"

9' - 0 1/2"

6 ROOF 34' - 0"

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

EAST ELEVATION GROUND FLOOR 0"

EAST ELEVATION (FACADE PANELS) SCALE: 1/8" = 1'-0"

A-3.3 193

YELIN (LYNN) HAHM

1 15' - 4 1/2"

A-4.2

20' - 0"

300.A

20' - 0"

300.A

200.A

1 A-4.3

9' - 0 1/2"

6' - 4"

20' - 0"

1 A-4.3

194

9' - 0 1/2"

6' - 4"

20' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

A-4.1

20' - 0"

29' - 0"

MX ACOUSTIC - VISIBLE GRID 150MM 23MM CAP. 32MM DOUBLE GLAZED. TECHNAL - ALUMINIUM - RAL 7040

300.A

ROOF 34' - 0"

300.A

3RD FLOOR 24' - 0"

200.A

GL[ASS]

200.A

2ND FLOOR 14' - 0"

CAST IN-SITU CONCRETE

GROUND FLOOR 6"

WEST ELEVATION (MULLIONS) SCALE: 1/8" = 1'-0"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

1 A-4.1

20' - 0"

29' - 0"

ROBERTSON JR.

5 ROOF 34' - 0"

No.

Description

Date

ALUMINUM FRAMES

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

CAST IN-SITU CONCRETE

GROUND FLOOR 0"

WEST ELEVATION (FACADE STRUCTURE) SCALE: 1/8" = 1'-0"

1 A-4.1

20' - 0"

29' - 0"

5 ROOF 34' - 0"

METAL FRITS PANELS

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

WEST ELEVATION

CAST IN-SITU CONCRETE

GROUND FLOOR 0"

WEST ELEVATION (FACADE PANELS) SCALE: 1/8" = 1'-0"

A-3.4 195

YELIN (LYNN) HAHM

1 A-4.1

26' - 0"

21' - 8"

29' - 0"

20' - 0"

LIVING ROOM

KITCHEN 300.2

308

302

113 SF

430 SF

COMMON OFFICE SPACE

UNISEX WC

209

201

2996 SF

73 SF

MALE'S BATHROOM 102 177 SF

PARKING

001

17887 SF

MASTER BEDROOM BEDROOM

1 A-4.5

20' - 0"

RESIDENTIAL LOBBY

BEDROOM

311

312

300

282 SF

151 SF

1050 SF

COMMON OFFICE SPACE

CONFERENCE ROOM

207

209

210

145 SF

2996 SF

171 SF

SALES & CONFERENCE ROOM

MALE'S BATHROOM

101

102.3

186 SF

196

A-4.2

20' - 0"

EXECUTIVE OFFICE

MEP ROOM

A-4.1

29' - 0"

210.1

FEMALE'S BATHROOM

102

103

177 SF

180 SF

103.4

PARKING

003

001

450 SF

17887 SF

004.1

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

A 29' - 0"

ROOF 34' - 0"

GL[ASS]

10' - 0"

BEDROOM 303 127 SF

3RD FLOOR 24' - 0" 10' - 0"

PANTRY AND COMMON ROOM 200 348 SF

13' - 6"

2ND FLOOR 14' - 0"

ROBERTSON JR.

GROUND FLOOR 6"

14' - 0"

1 A-4.6

BASEMENT -13' - 6"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

SECTION 2 SCALE: 1/8" = 1'-0"

20' - 0"

10' - 0"

ROOF 34' - 0"

KITCHEN 324 117 SF

3RD FLOOR 24' - 0" 10' - 0"

COMMON OFFICE SPACE 209

209.1

2996 SF

2ND FLOOR 14' - 0"

13' - 6"

STAIRCASE 1 107 239 SF 107.2

GROUND FLOOR 6"

PARKING

14' - 0"

1 A-4.4

001 007.1

17887 SF

BASEMENT -13' - 6"

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

SECTION

A-4.1 197

YELIN (LYNN) HAHM

1 A-4.3

RESIDENTIAL LOBBY 300.2

300

1050 SF

COMMUNAL LIFT LOBBY

ROOF DECK 213

211

2208 SF

SALES FLOOR/SHOWROOM

PARKING 001 17887 SF

198

331 SF

SALES FLOOR/SHOWROOM

100

4002 SF

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

1 A-4.1

1 A-4.4

ROOF 34' - 0"

RESIDENTIAL LOBBY 300

1050 SF

3RD FLOOR 24' - 0"

COMMON OFFICE SPACE

208.1

209 2996 SF

2ND FLOOR 14' - 0"

RESIDENTIAL LIFT LOBBY 104 100 SF

GROUND FLOOR 6"

LIFT LOBBY 004

187 SF

BASEMENT -13' - 6"

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

SECTION

A-4.2 199

YELIN (LYNN) HAHM

WATERPROOF MEMBRANE POLYISO INSULATION (2.5% SLOPE) (2) 2 X 4 LAMINATED WOOD STUD 3/4" THICK PLYWOOD SHEATHING

RIGID FOAM INSULATION 4 X 10 WOOD BEAM 48" O.C. 2 X 4 WOOD STUDS 16" O.C. CAVITY INSULATION

5/8" GYPSUM CEILING BOARD 1/4" DIA ALUMINIUM STRINGERS

1" THICK LOW-E COATING DOUBLE GLAZED PANEL

1 1/2" X 2 1/2" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

5 A-5.0

CEMENT SCREED TO FALL 2% SLOPE 1 1/2" DIAMETER S/S END CAP 3/4" THICK COMPOSITE DECK 3/4" THICK TEMPERED GLASS BALUSTRADE 6" THICK CAST IN SITU CONCRETE CURB 1 1/2" X 2 1/2" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

1 A-5.0

1/4" DIA ALUMINIUM STRINGERS 5" X 2" INSULATED SPANDREL PANEL 1 1/2" X 2 1/2" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM 1" THICK LOW-E COATING DOUBLE GLAZED PANEL 3' X 3' X 6" THK CONCRETE PAD 1 A-5.1

CEMENT SCREED TO FALL 2% SLOPE WATERPROOF MEMBRANE

1 1/2" X 2 1/2" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM CEMENT SCREED TO FALL 2% SLOPE 24" THICK CAST IN SITU CONCRETE SLAB

24" THK CAST IN-SITU CONCRETE SLAB 2 A-5.1

24" THK LOAD BEARING CAST IN SITU CONCRETE WALL WATERPROOF MEMBRANE 1" THK CEMENT SCREED 12" THK CAST IN SITU CONCRETE SLAB UNDERSLAB INSULATION ON DPM

1" THK SAND BLINDING 24" DEEP CONCRETE FOOTING

200

3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL

PENDENT LIGHT LINEAR (1 LAMP) 96" - 277V

2 A-5.0

3 A-5.0

10' - 0"

ROOF 34' - 0"

3' X 3' X 6" THK CONCRETE PAD

6" THICK CAST IN SITU CONCRETE SLAB 3RD FLOOR 24' - 0"

5" X 2" INSULATED SPANDREL PANEL

1" THICK LOW-E COATING DOUBLE GLAZED PANEL

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

10' - 0"

5 A-5.0

6 A-5.0

3/4" THICK COMPOSITE DECK 6" THICK CAST IN SITU CONCRETE CURB 1" THK CEMENT SCREED W/ WATERPROOF MEMBRANE

13' - 6"

2ND FLOOR 14' - 0"

GROUND FLOOR 6"

14' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

BASEMENT -13' - 6"

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

WALL SECTIONS

A-4.3 201

YELIN (LYNN) HAHM

F 3 A-5.1

WATERPROOF MEMBRANE POLYISO INSULATION (2.5% SLOPE) 2"X 4" WOOD STUDS 16" O.C RIGID INSULATION

CEMENT SCREED (2) 2 X 4 LAMINATED WOOD STUDS

EXT

2 1/2" X 4" RECTANGULAR MULLION (2) 2"X 4" LAMINATED WOOD STUD

ROOF 34' - 0"

5" X 2" INSULATED SPANDREL PANEL

EXT

INT

1" THICK LOW-E COATING DOUBLE GLAZED PANEL

10' - 0"

3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL 5/8" GYPSUM CEILING BOARD

6 A-5.1

6" THK CONCRETE CURB 3RD FLOOR 24' - 0"

INT

EXT

5' X 2' INSULATED SPANDREL PANEL 5/8" GYPSUM CEILINGBOARD 1" THICK LOW-E COATING DOUBLE GLAZED PANEL

10' - 0"

6" THK CAST IN SITU CONCRETE SLAB W/ 6" THK CONCRETE PAD

2ND FLOOR 14' - 0"

6" THK CAST IN SITU CONCRETE SLAB W/ 6" THK CONCRETE PAD

INT

EXT

49' - 6"

2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM 5/8" GYPSUM CEILINGBOARD

13' - 6"

5' X 2' INSULATED SPANDREL GLASS

12" ⌀ GALVANISED S/S HOLLOW COLUMN GROUND FLOOR 6"

24" THK CAST IN SITU CONCRETE SLAB

14' - 0"

24" THK CAST IN SITU CONCRETE WALL

PARKING RAMP INT

EXT

BASEMENT -13' - 6"

202

WALL SECTION 3 SCALE: 1/2" = 1'-0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

3 A-5.1

POLYISO INSULATION (2.5% SLOPE)

GL[ASS]

GALVANISED S/S FLASHING W/ DRIP EDGE

2' - 0"

(2) 2 X 4 LAMINATED WOOD STUDS

EXT

2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

1' - 6"

ROOF 34' - 0"

1" THK SPANDREL PANEL

4 X 10 WOOD BEAM

INT

EXT

8' - 6"

2 X 4 WOOD STUD - 16" O.C. 6" CONCRETE SLAB W/ 3' X 3' X 6" THK CONCRETE PAD 1/4" THK SPANDREL PANEL

3RD FLOOR 24' - 0" 1' - 6"

1/8" THK GYPSUM CEILING BOARD

1/4" THK LOW E COATED TEMPERED GLASS

INT

EXT

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

36' - 0"

8' - 6"

ANODISED ALUMINIUM STRINGER

ROBERTSON JR.

Description

Date

1/4" THK SPANDREL PANEL

2' - 6"

2ND FLOOR 14' - 0" 4 A-5.1

WA-E

11' - 0"

12" ⌀ GALVANIZED S/S HOLLOW COLUMN 1" THK PERFORATED ALUMINUM FACADE PANEL INT

EXT

5 A-5.1

2' - 0"

GROUND FLOOR 6"

INT

WALL SECTIONS

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

A-4.4 203

YELIN (LYNN) HAHM

ISO INSULATION 2.5% SLOPE WATERPROOF MEMBRANE METAL FLASHING W/ DRIP EDGE 1/4" GYMSUM WALL BOARD 3' X 3' X 3/4" POLYCARBONATE FACADE PANEL 2" THK INSULATED SPANDREL PANEL 2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM 6" THK INTERIOR STUD WALL 3 A-5.0 6" THK CAST IN-SITU CONCRETE SLAB WATERPROOF MEMBRANE 1/4" DIA ALUMINIUM STRINGERS 5/8" GYPSUM CEILING BOARD POLYETHYLENE DRAINAGE DOME

204

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR.

10' - 0"

ROOF 34' - 0"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

3RD FLOOR 24' - 0"

10' - 0"

1 A-5.2

5 A-5.0 2ND FLOOR 14' - 0"

2 1/2" X 4" RECTANGULAR MULLION

CEMENT SCREED TO FALL 2% SLOPE

13' - 6"

2 1/2" X 4" RECTANGULAR MULLION

DAMP PROOF MEMBRANE 2 A-5.0

GROUND FLOOR 6"

WALL SECTIONS

WALL SECTION 4 SCALE: 1/2" = 1'-0"

A-4.5 205

YELIN (LYNN) HAHM

5 A-5.0

4" X 2 1/2" GALVANIZED ALUMINUM RECTANGULAR TRANSOM 2" THK INSULATED SPANDREL PANEL ANODIZED ALUMINUM STRINGER 24" O.C. 5/8" GYPSUM CEILING BOARD 1" DOUBLE GLAZED GLASS WITH LOW-E COATING

3/4" DOUBLE GLASS DOORS

2 A-5.0

206

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

3 A-5.0

POLYISO INSULATION (2.5% SLOPE)

GL[ASS]

4" X 2 1/2" GALVANIZED ALUMINUM RECTANGULAR TRANSOM 2" THK INSULATED SPANDREL PANEL 1/4" THK PLYWOOD WALL BOARD EXT

SLAB EDGE-TO-MULLION BRACKET

4 x 10 WOOD BEAM

ROOF 34' - 0"

ANODIZED ALUMINUM STRINGER 16" O.C.

INT

4" X 2 1/2" GALVANIZED ALUMINUM RECTANGULAR TRANSOM 2" GALVANIZED S/S STANDOFF

ROBERTSON JR.

5/8" GYPSUM CEILING BOARD

5 A-5.0

1" DOUBLE GLAZED GLASS WITH LOW-E COATING CEILING LIGHT - ROUND FLAT - 100W 120V

12" ⌀ GALVANIZED S/S HOLLOW COLUMN 6" THK CONCRETE SLAB

3RD FLOOR 24' - 0"

12" X 12" 16GA ALUMINUM FACADE PANEL 6" THK CONCRETE PAD

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL

4 A-5.0

4" X 2 1/2" GALVANIZED ALUMINUM RECTANGULAR TRANSOM 5/8" GYPSUM CEILING BOARD

2ND FLOOR 14' - 0"

1" DOUBLE GLAZED GLASS WITH LOW-E COATING

6" CONCRETE SLAB W/ 6" THK CONCRETE PAD

12" GALVANIZED S/S HOLLOW COLUMN 24" THK CONCRETE SLAB

GROUND FLOOR 6"

WALL SECTIONS

WALL SECTION 5 SCALE: 1/2" = 1'-0"

A-4.6 207

YELIN (LYNN) HAHM

12" GALVANIZ

2 1/2" X 4" REC

1" THICK LOW-E COATING DOUBLE GLAZED PANEL EXT

INT

3' X 3' X 3/4" TH FACADE PANE

1 1/2" THK COMPOSITE TIMBER DECKING

DOUBLE-GLAZ

1" THK GALVA

1 1/2" X 1 1/2" GALVANISED HOLLOW S/S SECTION 2 1/2" X 4" RECTANGULAR TRANSOM PRESSURE PLATE

INT

EXT

2" X 1" GALVAN

COLD FORMED GALVANISED ALUMINUM BASE

6" CONCRETE 3' X 3' X 6" THK

PERIMETER HEATING ENCLOSURE

CONCRETE AN

1" THK CEMENT SCREED

SLAB EDGE-TO

6" HIGH CONCRETE CURB

CONCRETE EM

VERSIJACK OUTDOOR DECK SYSTEM

1/2" GALVANIZ

WATERPROOF MEMBRANE

1/2" GALVANIZ

CONCRETE ANCHOR

2" X 2" GALVAN

45° SPACER 6" THK CONCRETE SLAB

SILICONE SEA BACKER ROD

CEMENT SCREED TO FALL 2% SLOPE

1/2" THK PLYW

1' X 1' 16GA AL ON ALUMINUM

ROOF DECK - BOTTOM POLYCARBONATE CURTAIN WALL - INTERIOR FINISH

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

BOTTOM POLYCARBONATE CURTAIN WALL - EDGE OF SLAB SCALE: 1 1/2" = 1'-0"

(2) 2 X 4 LAMINATED WOOD STUDS GALVANISED S/S ROOF FLASHING W/ DRIP EDGE TIMBER SPACER RUBBER SEALANT GALVANISED S/S FLASHING W/ DRIP EDGE 4" X 2 1/2" RECTANGULAR TRANSOM 1/2" ⌀ GALVANISED S/S STAND-OFF WATERPROOF MEMBRANE

1" THK CEMENT SCREED

3' X 3' X 6" THK CONCRETE PAD 6" CONCRETE SLAB

1/4" THK SPANDREL PANEL

S/S BOTTOM-HUNG MULLION BRACKET

3/4" THK PLYWOOD SHEATHING POLYISO INSULATION (2.5% SLOPE)

4" X 2 1/2" RECTANGULAR TRANSOM

45° SPACER 3/4" THK PLYWOOD SHEATHING

5/8" THK CEMENT SCREED

RIGID FOAM INSULATION

1' X 1' 16GA ALUMINUM FACADE PANEL ON ALUMINUM RAIL

(2) 2 X 4 LAMINATED WOOD STUDS 2 X 4 WOOD STUD - 16" O.C.

2" X 1" GALVANISED S/S FACADE FRAMING

BATT INSULATION

12" ⌀ GALVANIZED S/S HOLLOW COLUMN

4 X 10 WOOD BEAM

2" X 1" GALVANISED S/S FACADE FRAMING

S/S U-SECTION

1/8" THK GYPSUM CEILING BOARD

ANODISED ALUMINUM STRINGER

2 1/2" X 4" RECTANGULAR MULLION

SPANDREL PANEL INSULATION

1/8" THK GYPSUM CEILING BOARD

2" ⌀ GALVANISED S/S STAND-OFF

1/4" THK SPANDREL PANEL 3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL EXT U-CHANNEL

INT

1/2" ⌀ GALVANISED S/S STAND-OFF 2" X 2" GALVANISED S/S FACADE FRAMING 1/4" THK LOW E COATED TEMPERED GLASS

3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL

12" ⌀ GALVANISED S/S HOLLOW COLUMN U-CHANNEL

EXT 2 1/2" X 4" RECTANGULAR MULLION 2" X 1" GALVANISED S/S FACADE FRAMING 5

208

TOP POLYCARBONATE CURTAIN WALL - UNDERSLAB SCALE: 1 1/2" = 1'-0"

ROOF - TOP POLYCARBONATE CURTAIN WALL SCALE: 1 1/2" = 1'-0"

INT

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

ZED S/S HOLLOW COLUMN

CTANGULAR MULLION

HK POLYCARBONATE EL

ZED LOW-E COATED GLASS

1/4" THK LOW E COATED TEMPERED GLASS

ANISED S/S BASE PLATE

2 1/2" X 4" GALVANIZED ALUMINUM RECTANGULAR TRANSOM

GL[ASS]

2" X 1" GALVANISED S/S FACADE FRAMING 3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL

NISED S/S FACADE FRAMING

E SLAB W/ K CONCRETE PAD

EXT

INT

4" X 2 1/2" RECTANGULAR TRANSOM 2" X 2" GALVANISED S/S FACADE FRAMING

NCHOR

O-MULLION BRACKET

1/2" ⌀ GALVANISED S/S STAND-OFF

MBEDED MOUNTING RAIL

GALVANISED S/S FLASHING W/ DRIP EDGE

ZED S/S STAND-OFF

CEMENT SCREED TO FALL 2.5% SLOPE

ZED S/S STAND-OFF

ROBERTSON JR.

DAMP PROOF MEMBRANE

NISED S/S FACADE FRAMING

1" THK CEMENT SCREED

ALANT OVER FOAM

45° SPACER

WOOD SHEATHING

24" THK CAST IN SITU CONCRETE SLAB

LUMINUM FACADE PANEL M RAIL SYSTEM

CONCRETE ANCHOR

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No. 2

Description

Date

GROUND FLOOR EXTERIOR SLOPE - BOTTOM POLYCARBONATE CURTAIN WALL SCALE: 1 1/2" = 1'-0"

1 1/2" THK COMPOSITE TIMBER DECKING 1 1/2" X 1 1/2" GALVANISED HOLLOW S/S SECTION 3/4" THK TEMPERED GLASS BALUSTRADE GALVANISED S/S FLASHING W/ DRIP EDGE SEALANT CONCRETE BOLT TIMBER SPACER GALVANISED S/S FLASHING W/ DRIP EDGE 2" X 2" GALVANISED S/S FACADE FRAMING

EXT

1/2" ⌀ GALVANISED S/S STAND-OFF POLYCARBONATE FACADE PANEL

2 1/2" X 4" GALVANIZED ALUMINUM RECTANGULAR TRANSOM ANODISED ALUMINUM SECTION 2" X 1" GALVANISED S/S FACADE FRAMING SPANDREL PANEL INSULATION

INT

1/4" THK SPANDREL PANEL 2 1/2" X 4" RECTANGULAR MULLION 7" X 2 1/2" CONCRETE GUTTER 2% SLOPE WATERPROOF MEMBRANE VERSIJACK OUTDOOR DECK SYSTEM CEMENT SCREED TO FALL 2% SLOPE U-CHANNEL ANODISED ALUMINUM STRINGER

ROOF DECK - BOTTOM RAILING - TOP POLYCARBONATE CURTAIN WALL DETAIL

EXTERIOR DETAILS

A-5.0

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

209

YELIN (LYNN) HAHM

1" THICK LOW-E COATING DOUBLE GLAZED PANEL

12" ⌀ GALVANIS

2 1/2" X 4" RECTANGULAR MULLION

1" THK GALVANIS

PERIMETER HEATING ENCLOSURE

6" CONCRETE SL 3' X 3' X 6" THK C

2 1/2" X 4" RECTANGULAR TRANSOM INT

EXT

2 1/2" X 4" RECTA

PRESSURE PLATE

1" THK PERFORA FACADE PANEL

COLD FORMED GALVANISED ALUMINUM BASE POLYETHYLENE DRAINAGE DOME

SLAB EDGE MUL

GALVANISED S/S FLASHING W/ DRIP EDGE

1/4" THK SPANDR

45° SPACER

SPANDREL PANE

4" X 2 1/2" RECTANGULAR TRANSOM 1/2" ⌀ GALVANISED S/S STAND-OFF

2 1/2" X 4" RECTA

SLAB EDGE MULLION SYSTEM

1" THK GALVANIS

6" HIGH CONCRETE CURB

ANODISED ALUM

1/4" THK SPANDREL PANEL

U-CHANNEL

CONCRETE ANC

2" X 2" GALVANISED S/S FACADE FRAMING

SPANDREL PANEL INSULATION

1/8" THK GYPSUM

3' X 3' X 3/4" THK POLYCARBONATE FACADE PANEL 2" X 1" GALVANISED S/S FACADE FRAMING

S/S FACADE PAN

2 1/2" X 4" RECTANGULAR MULLION

2" X 2" GALVANIS

ANODISED ALUMINUM STRINGER

2" X 1" GALVANIS

3' X 3' X 6" THK CONCRETE PAD CONCRETE ANCHOR

EXT

INT

1/8" THK GYPSUM CEILING BOARD

1/4" THK LOW E TEMPERED GLAS

1" THK GALVANISED S/S TOP CAP

TOP BOTTOM METAL FRITS PANEL - SLAB

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

METAL FRITS PANEL - EDGE OF SLAB SCALE: 1 1/2" = 1'-0"

POLYISO INSULA

GALVANISED S/S 2 1/2" X 4" RECTANGULAR MULLION INT

EXT

1/4" THK LOW E COATED TEMPERED GLASS 1" THK PERFORATED ALUMINUM FACADE PANEL 1" THK CEMENT SCREED

1' - 4"

WATERPROOF M

1" THK CEMENT

2" X 2" GALVANIS

S/S FACADE PAN

3/4" THK PLYWO

1/4" GYPSUM WA

DAMP PROOF MEMBRANE EXT

COLD FORMED GALVANISED ALUMINUM CAP

3 1/2" BATT INSU

3/4" THK PLYWO

COLD FORMED STEEL L-CHANEL

45° SPACER

4" X 2 1/2" RECTANGULAR TRANSOM

1/4" THK SPANDR

S/S FACADE PANEL CLIP

SPANDREL PANE

2" X 2" GALVANISED S/S FACADE FRAMING

RIGID FOAM INS

3/4" ROOF SHEA

SLOPED INFILL 2.5% SLOPE

SLAB EDGE MUL

GALVANISED S/S FLASHING W/ DRIP EDGE

2 X 4 WOOD STU

24" THK CAST IN SITU CONCRETE SLAB

4 X 10 WOOD BE

45° SPACER

2" X 1" GALVANIS

SILICONE SEALANT OVER FOAM BACKER ROD

EXT

2" ⌀ GALVANISE

2 1/2" X 4" RECTA

1" THK PERFORA

1/8" THK GYPSUM

ANODISED ALUM INT

U-CHANNEL

12" ⌀ GALVANIS 1/4" THK LOW E

210

GROUND FLOOR EXTERIOR SLOPE - BOTTOM METAL FRITS PANEL SCALE: 1 1/2" = 1'-0"

ROOF - TOP METAL FRITS PANEL SCALE: 1 1/2" = 1'-0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

EXT

SED S/S HOLLOW COLUMN

SED S/S BASE PLATE

LAB W/ CONCRETE PAD

ANGULAR TRANSOM

GL[ASS]

1" THK CEMENT SCREED CL

LLION SYSTEM

REL PANEL

EL INSULATION

WATERPROOF MEMBRANE 12" THK CAST IN SITU CONCRETE SLAB DAMP PROOF MEMBRANE

2' - 2 1/2"

ANGULAR MULLION

SED S/S TOP CAP

24" THK LOAD BEARING CAST IN SITU CONCRETE WALL

45° SPACER

ATED ALUMINUM

CHOR

INT

UNDERSLAB INSULATION ON DPM

MINUM STRINGER

ROBERTSON JR.

M CEILING BOARD

NEL CLIP

1" THK SAND BLINDING

SED S/S FACADE FRAMING

COATED SS

3" THK COMPACTED HARDFILL 24" DEEP CONCRETE FOOTING

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

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

ATION (2.5% SLOPE)

S FLASHING W/ DRIP EDGE

MEMBRANE

T SCREED

SED S/S FACADE FRAMING

NEL CLIP

OOD SHEATHING

ALL BOARD

SLOPED FLOOR

WATERPROOF MEMBRANE

ULATION

OOD SHEATHING

REL PANEL

EL INSULATION

SULATION

CAST IN-SITU CONCRETE SLAB

3" THK COMPACTED HARDFILL

ATHING

LLION SYSTEM

UD - 16" O.C.

EAM

SED S/S FACADE FRAMING

ED S/S STAND-OFF

ANGULAR TRANSOM

ATED ALUMINUM FACADE PANEL

M CEILING BOARD

MINUM STRINGER

EXTERIOR DETAILS

SED S/S HOLLOW COLUMN COATED TEMPERED GLASS

GROUND FLOOR EXTERIOR CONCRETE SLAB

A-5.1

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

211

YELIN (LYNN) HAHM

212

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

EXT

Description

Date

INT

1/4" GYPSUM WALL BOARD 3/4" SHEATHING (2) 2 X 4 LAMINATED WOOD STUDS

CAST IN-SITU CONCRETE SLAB

(2) 2 X 4 LAMINATED WOOD STUDS 1/4" GYPSUM WALL BOARD 3/4" SHEATHING 3/4" SHEATHING

INT

EXTERIOR DETAILS

INTERIOR PARTITION

A-5.2

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

213

YELIN (LYNN) HAHM

•

WALL TYPE E SEE SHEET A-0.0

2 1/2" X 4" RECTANGULAR MULLION

2 1/2" X 4" RECTANGULAR TRANSOM

SECONDARY FRAMING ELEVATION

SCALE: 3/16" = 1'-0"

POLYCARBONATE FACADE ELEVATION SCALE: 3/16" = 1'-0"

FACADE PLAN SCALE: 3/16" = 1'-0"

S/S CONNECTOR BOLT S/S L-BRACKET W/ WELDED SUPPORT FLANGE WALL TYPE E SEE SHEET A-0.0

214

2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT)

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

•

STAINLESS STEEL BOLT 2 1/2" X 4" RECTANGULAR MULLION

POLYISO INSULATION 3RD FLOOR 24' - 0"

GL[ASS]

1/4" THK LOW E COATED TEMPERED GLASS POLYCARBONATE FACADE PANELS

3' - 0"

•

2ND FLOOR 14' - 0"

FACADE SECTION

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

SCALE: 3/16" = 1'-0"

No.

1/2" ⌀ GALVANISED S/S STAND-OFF / OUTRIGGER SUPPORT

S/S BOLT CAP

Description

Date

POLYCARBONATE FACADE PANEL

FACADE SYSTEM

FACADE ASSEMBLY AXON SCALE: 3/16" = 1'-0"

A-6.0 215

YELIN (LYNN) HAHM

•

WALL TYPE E SEE SHEET A-0.0

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

S/S BASE PLATE CONNECTION TO CONCRETE SLAB

SECONDARY FRAMING ELEVATION

SCALE: 3/16" = 1'-0"

POLYCARBONATE FACADE ELEVATION

SCALE: 3/16" = 1'-0"

WALL TYPE E SEE SHEET A-0.0

216

FACADE PLAN

SCALE: 3/16" = 1'-0

FACADE SECTION

SCALE: 3/16" = 1'-0

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT)

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

•

2 WALL TYPE E SEE SHEET A-0.0

CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT) S/S BASE PLATE TO CONCRETE SLAB

GL[ASS]

POLYCARBONATE FACADE PANEL

ROBERTSON JR.

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

1/4" THK LOW E COATED TEMPERED GLASS 2ND FLOOR 14' - 0"

POLYCARBONATE FACADE PANEL

No.

Description

Date

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) S/S BASE PLATE CONNECTION TO CONCRETE SLAB

GROUND FLOOR 0"

CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

1/2" ⌀ GALVANISED S/S STAND-OFF / OUTRIGGER SUPPORT

POLYCARBONATE FACADE PANEL

FACADE SYSTEM

FACADE ASSEMBLY AXON SCALE: 3/16" = 1'-0"

A-6.1 217

YELIN (LYNN) HAHM

•

WALL TYPE SEE SHEET

2" X 2" GALV FACADE FRA (HORIZONTA

1/2" ⌀ GALV OFF / OUTRI

2" X 1" GALVA FACADE FRA (VERTICAL S

SECONDARY FRAMING ELEVATION SCALE: 3/16" = 1'-0"

4 1/2"

POLYCARBONATE PANEL ELEVATION SCALE: 3/16" = 1'-0"

S/S CONNECTOR BOLT

2" X 2" GALVANISED S/S FACADE TIEBACK WALL TYPE E SEE SHEET A-0.0

218

CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT) E A-0.0

CAST IN SITU CONCRETE SLAB

VANISED S/S AMING AL SUPPORT)

1/2" ⌀ GALVANISED S/S STAND-OFF / OUTRIGGER SUPPORT

VANISED S/S STANDIGGER SUPPORT

GL[ASS]

POLYCARBONATE FACADE PANEL

ANISED S/S AMING SUPPORT)

FACADE PLAN

2" X 2" GALVANISED S/S FACADE TIEBACK

SCALE: 3/16" = 1'-0"

CAST IN SITU CONCRETE SLAB

ROOF 34' - 0"

POLYCARBONATE FACADE PANEL

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) CAST IN SITU CONCRETE SLAB

3RD FLOOR 24' - 0"

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT)

FACADE SECTION SCALE: 3/16" = 1'-0"

S/S BOLT CAP

3' X 3' X 3/4" POLYCARBONATE FACADE PANEL

FACADE SYSTEM

FACADE ASSEMBLY AXON SCALE: 3/16" = 1'-0"

A-6.2 219

YELIN (LYNN) HAHM

•

FACE B ELEVATION - CURTAIN WALL ONLY

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

FACE B ELEVATION - FULL FACADE

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

1" THK PERFORATED ALUMINUM FACADE PANEL

2" x 2" ANODISED EXTRUDED ALUMINUM MOUNTING RAIL (WELDED)

•

1/4" ⌀ S/S SPRING PIN 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

FACE A ELEVATION - CURTAIN WALL ONLY SCALE: 1/2" = 1'-0"

FACE A ELEVATION - FULL FACADE SCALE: 1/2" = 1'-0"

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) 2" x 2" GALVANISED S/S L-BRACKET

1/4" ⌀ S/S BOLT

220

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

•

R FACE B

GL[ASS] FACE A

ROBERTSON JR. 5

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

2" x 2" ANODISED EXTRUDED ALUMINUM MOUNTING RAIL

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT)

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

WALL TYPE E SEE SHEET A-0.0 2" x 2" GALVANISED S/S L-BRACKET

1" THK PERFORATED ALUMINUM FACADE PANEL FINISH FLOOR LEVEL

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

2" THK INSULATED SPANDREL PANEL

1" DOUBLE GLAZED GLASS WITH LOW-E COATING

2 1/2" X 4" RECTANGULAR ALUMINIUM MULLION

FACADE SYSTEM

FACADE ASSEMBLY AXON SCALE: 3/8" = 1'-0"

A-6.3 221

YELIN (LYNN) HAHM

222

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

12" THK CAST IN SITU CONCRETE SLAB

STAINLESS STEEL BOLT TO SLAB

STAINLESS STEEL BOLT TO RECTANGULE STAINLESS STEEL 1/4" THK S/S L-BRACKET W/ WELDED SUPPORT FLANGE 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT) 1/4" THK LOW E COATED TEMPERED GLASS 5/8" GYPSUM CEILING BOARD 2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT)

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

1/2" ⌀ GALVANISED S/S STAND-OFF / OUTRIGGER SUPPORT 12" THK CAST IN SITU CONCRETE SLAB

1/2" ⌀ STAINLESS STEEL BOLT 3' X 3' X 3/4" POLYVCARBONATE FACADE PANEL

FACADE SYSTEM (EXPLODED CHUNK) 2

FACADE SYSTEM (EXPLODED CHUNK) SCALE: 1/2" = 1'-0"

A-6.4

223

YELIN (LYNN) HAHM

224

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

5/8" GYPSUM CEILING BOARD

STAINLESS STEEL BOLT TO GROUND

GL[ASS]

2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) 1/4" THK LOW E COATED TEMPERED GLASS

CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

1/2" ⌀ GALVANISED S/S STAND-OFF / OUTRIGGER SUPPORT DASHED LINE TO ABOVE (12" THK CAST IN SITU CONCRETE SLAB)

STAINLESS STEEL BOLT TO GROUND 12" THK CAST IN SITU CONCRETE SLAB 3' X 3' X 3/4" POLYCARBONATE FACADE PANEL

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

FACADE SYSTEM (EXPLODED CHUNK) 3

FACADE SYSTEM (EXPLODED CHUNK) SCALE: 1/2" = 1'-0"

A-6.5

225

YELIN (LYNN) HAHM

226

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

STAINLESS STEEL BOLT

GL[ASS]

2" X 2" GALVANISED S/S FACADE TIEBACK

SLOPED ROOF

GALVANISED S/S FLASHING W/ DRIP EDGE 2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

1/4" THK LOW E COATED TEMPERED GLASS

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) CURVED 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

1/2" ⌀ GALVANISED S/S STAND-OFF / OUTRIGGER SUPPORT

3' X 3' X 3/4" POLYVCARBONATE FACADE PANEL

FACADE SYSTEM (EXPLODED CHUNK) 1

FACADE SYSTEM (EXPLODED CHUNK) SCALE: 1/2" = 1'-0"

A-6.6

227

YELIN (LYNN) HAHM

228

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

SLOPED ROOF

GALVANISED S/S FLASHING W/ DRIP EDGE

2 1/2" X 4" GALVANIZED ALUMINIUM RECTANGULAR TRANSOM

1/4" THK LOW E COATED TEMPERED GLASS 3/8" STAINLESS STEEL BOLT TO GROUND 2" x 2" GALVANISED S/S L-BRACKET

2" X 1" GALVANISED S/S FACADE FRAMING (VERTICAL SUPPORT) 2" X 2" GALVANISED S/S FACADE FRAMING (HORIZONTAL SUPPORT)

1/4" ⌀ S/S SPRING PIN

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

1" THK PERFORATED ALUMINUM FACADE PANEL

FACADE SYSTEM (EXPLODED CHUNK) 4

FACADE SYSTEM (EXPLODED CHUNK) SCALE: 1/2" = 1'-0"

A-6.7

229

YELIN (LYNN) HAHM

230

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG 2

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

No.

Description

Date

FACADE SYSTEM (ELEVATION) 1

NORTHEAST ELEVATION FACADE SYSTEM SCALE: 1/8" = 1'-0"

A-6.8

231

YELIN (LYNN) HAHM

232

PCFP 01 ORIENTATION DIAGRAM

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

PCFP 02 ORIENTATION DIAGRAM

PCFP 03 ORIENTATION DIAGRAM

PCFP 04 ORIENTATION DIAGRAM

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

PCFP 05 ORIENTATION DIAGRAM

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

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

PCFP 06 ORIENTATION DIAGRAM

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

LEGEND

TYPE 1

TYPE 4

TYPE 7

TYPE 2

TYPE 5

TYPE 8

TYPE 3

TYPE 6

TYPE 9

FACADE SYSTEM (TYPOLOGY) 7

FACADE SYSTEM (CATALOG 1) SCALE: 1/8" = 1'-0"

A-6.9

233

YELIN (LYNN) HAHM

234

PCFP 07 ORIENTATION DIAGRAM

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

PCFP 08 ORIENTATION DIAGRAM

PCFP 09 ORIENTATION DIAGRAM

PCFP 10 ORIENTATION DIAGRAM

PCFP 11 ORIENTATION DIAGRAM

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

PCFP 12 ORIENTATION DIAGRAM

PCFP 13 ORIENTATION DIAGRAM

PCFP 14 ORIENTATION DIAGRAM

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR.

PCFP 15 ORIENTATION DIAGRAM

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

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No. 1

TYPE 4

TYPE 7

TYPE 2

TYPE 5

TYPE 8

TYPE 3

TYPE 6

TYPE 9

Date

LEGEND

TYPE 1

Description

FACADE SYSTEM (TYPOLOGY) 10

FACADE SYSTEM (CATALOG 2) SCALE: 1/8" = 1'-0"

A-6.10

235

YELIN (LYNN) HAHM

236

PCFP 01 ORIENTATION DIAGRAM

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

PCFP 02 ORIENTATION DIAGRAM

PCFP 03 ORIENTATION DIAGRAM

PCFP 04 ORIENTATION DIAGRAM

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

PCFP 05 ORIENTATION DIAGRAM

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

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

PCFP 06 ORIENTATION DIAGRAM

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

FACADE SYSTEM (ORIENTATION) 7

FACADE SYSTEM (CATALOG 1) SCALE: 1/8" = 1'-0"

A-6.11

237

YELIN (LYNN) HAHM

238

PCFP 07 ORIENTATION DIAGRAM

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

PCFP 08 ORIENTATION DIAGRAM

PCFP 09 ORIENTATION DIAGRAM

PCFP 10 ORIENTATION DIAGRAM

PCFP 11 ORIENTATION DIAGRAM

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

PCFP 12 ORIENTATION DIAGRAM

PCFP 13 ORIENTATION DIAGRAM

PCFP 14 ORIENTATION DIAGRAM

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR.

PCFP 15 ORIENTATION DIAGRAM

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

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No. 1

Description

Date

FACADE SYSTEM (ORIENTATION) 10

FACADE SYSTEM (CATALOG 2) SCALE: 1/8" = 1'-0"

A-6.12

239

YELIN (LYNN) HAHM

240

METAL FRITS 01 ORIENTATION DIAGRAM

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

METAL FRITS 02 ORIENTATION DIAGRAM

METAL FRITS 03 ORIENTATION DIAGRAM

METAL FRITS 04 ORIENTATION DIAGRAM

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

FACADE SYSTEM (ORIENTATION) 5

FACADE SYSTEM (CATALOG 3) SCALE: 1/8" = 1'-0"

A-6.13

241

YELIN (LYNN) HAHM

A-7.1

D 13' - 3" 2' - 0"

13' - 3"

9' - 3"

2' - 0"

9' - 3"

2' - 0"

4' - 0"

CLEAR

CLEAR WIDTH

4' - 6"

LANDING

12' - 0"

STAIR RUN

LANDING

4' - 0" CLEAR

LANDING

4' - 0" CLEAR

2' - 0"

4' - 0"

2' - 0"

4' - 0"

STAIRCASE 01 212 25' - 10 1/2"

239 SF

38' - 4 1/2"

RISER = 24 @ 0'-6 3/4" TREAD = 24 @ 1'-0" LANDING = 01 @ 8'-9"

38' - 4 1/2"

EXIT

3' - 0"

EQ EQ

9' - 3"

2' - 0"

5' - 0" CLEAR WIDTH 2' - 0"

2' - 0" 2' - 0"

10' - 3" 13' - 3"

242

ENLARGED PLAN - 3RD FLOOR STAIRCASE SCALE: 1/4" = 1'-0"

6' - 6" 2' - 0"

5' - 0" CLEAR WIDTH 7' - 3"

CLEAR WIDTH

5' - 0"

PL / FL 01

CLEAR

6' - 6"

3' - 0"

2' - 0"

5' - 0"

PL / FL 01

CLEAR WIDTH

2' - 0"

3' - 0"

RISER = 24 @ 0'-6 3/4" TREAD = 24 @ 1'-0" LANDING = 01 @ 8'-9"

CLEAR

327 239 SF

9' - 4 1/2"

A-7.1

STAIRCASE 01

3' - 0"

25' - 10 1/2"

7' - 3" 11' - 3" 13' - 3"

ENLARGED RCP - 2ND FLOOR STAIRCASE SCALE: 1/4" = 1'-0"

2' - 0"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

ROBERTSON JR.

A-7.1

13' - 3" 2' - 0"

9' - 3"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

2' - 0" 4' - 0"

CLEAR WIDTH

4' - 6"

No.

LANDING

4' - 0" CLEAR

2' - 0"

4' - 0"

Date

25' - 10 1/2" 38' - 4 1/2"

12' - 0"

1 STAIR RUN

Description

A-7.1

1 A-7.1

9' - 4 1/2"

STAIRCASE 01 212

CLEAR

3' - 0"

239 SF RISER = 24 @ 0'-6 3/4" TREAD = 24 @ 1'-0" LANDING = 01 @ 8'-9"

6' - 6"

2' - 0"

5' - 0"

CLEAR WIDTH

PL / FL 01

CLEAR

3' - 0"

2' - 0"

5' - 0" CLEAR WIDTH 2' - 0" 2' - 0"

7' - 3"

2' - 0"

11' - 3" 13' - 3"

ENLARGED PLAN STAIRCASE 1

ENLARGED PLAN - 2ND FLOOR STAIRCASE SCALE: 1/4" = 1'-0"

A-7.0

243

244 3' - 0"

ENLARGED SECTION 2 - STAIRCASE

SCALE: 1/4" = 1'-0" 7' - 6"

14' - 0"

10' - 6"

11' - 0"

6' - 6"

3' - 0"

1 7' - 6" CLEAR HEIGHT

GUARDRAIL

3' - 6"

HANDRAIL

13' - 6"

10' - 0"

10' - 6"

6' - 0"

3' - 0"

33' - 6"

10' - 0"

CLEAR HEIGHT

7' - 6"

33' - 6"

GUARDRAIL

3' - 6"

HANDRAIL

6' - 6"

7' - 0"

3' - 0"

11' - 6"

GUARDRAIL

3' - 6"

HANDRAIL

10' - 0"

7' - 0"

6' - 6"

1' - 0"

ROOF 34' - 0"

CLEAR HEIGHT

GURADRAIL

14' - 0"

3' - 10"

3' - 6"

HANDRAIL

YELIN (LYNN) HAHM

9' - 3"

2' - 0" 3' - 11"

SCALE: 1/4" = 1'-0"

6' - 6"

CLEAR

3RD FLOOR 24' - 0"

2ND FLOOR 14' - 0"

GROUND FLOOR 6"

BASEMENT -13' - 6"

ENLARGED SECTION 1 - STAIR

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

38' - 4 1/2" 2' - 0"

RCASE

25' - 10 1/2"

2' - 0"

ROOF 34' - 0"

5' - 0"

4' - 6"

9' - 0"

4' - 0" CLEAR

3' - 0"

10' - 0" 10' - 4"

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

13' - 0"

16' - 6" 12' - 0"

13' - 6"

3' - 0"

2ND FLOOR 14' - 0"

9' - 6"

3' - 6"

GUARDRAIL

LANDING

3RD FLOOR 24' - 0"

33' - 6"

4' - 6" 4' - 0" CLEAR

209.1

4' - 6"

14' - 0"

7' - 3"

12' - 0"

3' - 0"

GROUND FLOOR 6"

HANDRAIL 14' - 0"

3' - 6"

GUARDRAIL

LANDING

10' - 9"

4' - 0" CLEAR

107.2

007.1

HANDRAIL

6' - 0" 9' - 6"

16' - 6" 12' - 0"

HANDRAIL

3' - 6"

GUARDRAIL

LANDING

10' - 0"

7' - 0"

10' - 2"

5' - 6"

16' - 6"

BASEMENT -13' - 6"

ENLARGED PLAN STAIRCASE

A-7.1

245

YELIN (LYNN) HAHM

INTER

SCALE

ENLAR

SCALE

10"

246

ENLAR

SCALE

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS] R 12' - 11 1/2" 1' - 11 1/2"

1' - 11 1/2"

2' - 1 1/2"

1' - 3 1/2"

7 1/2"

2' - 1 1/2"

OVERHEAD CABINETS

2' - 9 1/2"

2' - 1 1/2"

EXHAUST

DISH WASHER

1' - 2"

1' - 3 1/2"

GL[ASS]

11"

FLATTOP STOVE OVEN

3RD FLOOR 24' - 0"

RIOR ELEVATION - KITCHEN

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

CEILING LIGHT FLAT ROUND 60W-120V

A-7.2 3

3' - 4 1/2"

6' - 6"

4' - 3"

24X24 EXHAUST

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

RGED RCP - KITCHEN

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

A-7.2 3 1' - 5"

2' - 1"

1' - 11 1/2"

RGED PLAN - KITCHEN

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

1' - 11 1/2"

2' - 2 1/2"

2' - 0 1/2"

1' - 3 1/2" 4"

3' - 0"

FLATTOP STOVE

CLEAR

DISH WASHER WA-B

WA-A

ENLARGED PLAN KITCHEN

A-7.2

247

YELIN (LYNN) HAHM 9' - 11 1/2" 5' - 0"

5' - 0"

4' - 0"

SPRINKLER - PENDANT FULLY RECESSED

EXHAUST FAN - 12" X 12"

CEILING LIGHT FLAT ROUND - 100W 120V

2' - 10"

MIRROR - FRAMELESS HAND DRYER TOUCHLESS -120V

SINK - VANITY - 20" X 18"

WALL PANEL TERRAZZO - 1/2" THICK

2' - 9"

3' - 0"

3' - 6"

SINGLE DOOR - 36" X 80"

2ND FLOOR 14' - 0"

NORTH INTERIOR ELEVATION - BATHROOM

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

7' - 5" 3' - 8 1/2"

3' - 8 1/2" 3' - 0"

CEILING LIGHT FLAT ROUND - 100W 120V

6' - 8"

2' - 4 1/2"

SINGLE DOOR - 36" X 80" TAMPON DISPENSER

3' - 6"

WALL PANEL TERRAZZO - 1/2" THICK

2ND FLOOR 14' - 0"

WEST INTERIOR ELEVATION - BATHROOM

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

9' - 11 1/2 1' - 0"

3' - 6"

1' - 0"

4' - 0"

CEILING LIGHT FLAT ROUND 100W 120V

1' - 0" 2' - 2 1/2

EXHAUST FAN 12" X 12"

" 7' - 5" 3' - 8 1/2 "

248

ENLARGED RCP - BATHROOM SCALE: 1/2" = 1'-0"

SPRINKLER FULLY RECESSED PENDANT SMOKE DETECTOR

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

9' - 11 1/2"

5' - 0"

5' - 0" 4' - 0"

CEILING LIGHT FLAT ROUND - 100W 120V

1' - 2"

TOILET - TANK TYPE

2' - 4 1/2"

GRAB BAR STAINLESS STEEL 36"

SPRINKLER - PENDANT FULLY RECESSED

1' - 10"

3' - 4"

TAMPON DISPENSER

GL[ASS]

2' - 9"

3' - 7"

WALL PANEL TERRAZZO - 1/2" THICK

1' - 4"

2' - 0"

SANITARY NAPKIN DISPENSER

3' - 6"

PAPER ROLL HOLDER

2ND FLOOR 14' - 0"

ROBERTSON JR.

SOUTH INTERIOR ELEVATION - BATHROOM SCALE: 1/2" = 1'-0"

7' - 5" 3' - 8 1/2"

3' - 8 1/2"

EXHAUST FAN 12" x 12"

CEILING LIGHT FLAT ROUND - 100W 120V PAPER ROLL HOLDER

SINK VANITY - SINGLE 20" x 18"

SANITARY NAPKIN DISPOSAL GRAB BAR - STAINLESS STEEL - 36"

No.

Description

Date

1' - 4"

2' - 0"

2' - 9"

TOILET - TANK TYPE 2' - 9"

WALL PANEL TERRAZZO 1/2" THICK

3' - 0"

HAND DRYER TOUCHLESS - 120V

3' - 6"

MIRROR - FRAMELESS

2' - 10"

1' - 8"

1' - 6"

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

2ND FLOOR 14' - 0"

EAST INTERIOR ELEVATION - BATHROOM SCALE: 1/2" = 1'-0"

9' - 11 1/2

HAND DRYER TOUCHLESS 120V

9' - 10 1/2

CLEAR

11"

SINK - VANITY SQUARE - 20" X 18"

2' - 7 1/2"

1' - 5 1/2

6' - 4 1/2"

SANITARY PAPER ROLL HOLDER

1' - 8"

5 1/2"

10 1/2"

3' - 0"

" -0

1' - 8"

7' - 4"

CLEAR 7' - 5"

6 A-7.3 5 3' - 10 1/2

TANK-TYPE TOILET 6"

STEEL GRAB BAR - 36" 3' - 0" 6' - 3 1/2

ENLARGED PLAN - KITCHEN SCALE: 1/2" = 1'-0"

SANITARY NAPKIN DISPOSAL

8 1/2"

TERRAZZO POURED FLOOR 1/2" THICKNESS

ENLARGED PLAN BATHROOM

A-7.3

249

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Mark Type Mark 100.1 100.2 100.3 100.4 213.1 213.2

250

O O O Q O O

Level

Count

GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR 2ND FLOOR 2ND FLOOR

1 1 1 1 1 1

Height

6' - 11 1/4" 5' 6' - 11 1/4" 5' 6' - 11 1/4" 5' - 6 6' - 11 1/4" 3 6' - 11 1/4" 5' - 7 6' - 11 1/4" 5

Width

8 3/16" 8 3/16" 6 23/32" 3' - 0" 7 31/32" 5' - 8"

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

DOOR SCHEDULE - EXT Door Thickness

Manufacturer

Finish Material

Fire Rating

Comments

1" 1" 1" 1" 1" 1"

C.R. LAWRENCE. CO. INC C.R. LAWRENCE. CO. INC C.R. LAWRENCE. CO. INC C.R. LAWRENCE. CO. INC C.R. LAWRENCE. CO. INC C.R. LAWRENCE. CO. INC

GLASS GLASS GLASS GLASS GLASS GLASS

3hrs 3hrs 3hrs 3hrs 3hrs 3hrs

08 4210 CRL Wedge-Lock™ Dry Glaze Door Rail Systems 08 4210 CRL Wedge-Lock™ Dry Glaze Door Rail Systems 08 4210 CRL Wedge-Lock™ Dry Glaze Door Rail Systems 08 4210 CRL Wedge-Lock™ Dry Glaze Door Rail Systems 08 4210 CRL Wedge-Lock™ Dry Glaze Door Rail Systems 08 4210 CRL Wedge-Lock™ Dry Glaze Door Rail Systems

DOOR SCHEDULE - EXTERIOR

DOOR SCHEDULE EXTERIOR

A-8.0

251

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Mark

Type Mark

Level

Coun

002.1 003.1 004.1 005.1 006.1 007.1 101.1 102.1 102.2 102.3 103.1 103.2 103.3 103.4 104.1 106.1 107.1 107.2 200.1 201.1 202.1 204.1 205.1 206.1 207.1 207.4 208.1 209.1 210.1 211.1 211.2 300.1 300.2 300.3 300.4 300.5 303.1 304.1 305.1 306.1 309.1 310.1 311.1 312.1 318.1 318.2 318.3 318.4 318.5 318.6 319.1 320.1 323.1 326.1

P P T P P P P P S S P S S S T P P T P P P P P P P P P P T T P P P P P P P P P P P P P P P W W W W W P P P P

BASEMENT BASEMENT BASEMENT BASEMENT BASEMENT BASEMENT GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 3RD FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 2ND FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR 3RD FLOOR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS] ROBERTSON JR. DOOR SCHEDULE - INT Height

Width

Door Thickness

Manufacturer

Finish

Fire Rating

Comments

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 0" 6' - 0" 6' - 8" 6' - 0" 6' - 0" 6' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

3' - 0" 3' - 0" 5' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 0" 2' - 0" 5' - 8" 3' - 0" 3' - 0" 5' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 8" 5' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5' - 8" 5' - 8" 5' - 8" 5' - 8" 5' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"

SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY ONE DAY DOORS AND CLOSETS ONE DAY DOORS AND CLOSETS ONE DAY DOORS AND CLOSETS ONE DAY DOORS AND CLOSETS ONE DAY DOORS AND CLOSETS SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY SIMPSON DOOR COMPANY

PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT5 PT5 PT1 PT5 PT5 PT5 PT5 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1

1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS 1 HRS

8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL M3 M3 M3 M3 M3 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL 8020 PRIMED FLAT PANEL

DOOR SCHEDULE - INTERIOR

ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

DOOR SCHEDULE INTERIOR

A-8.1

253

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NUMBE R 001 002 003 004 005 006 007 100 101 102 103 104 105 106 107 200 201 202 203 204 205 206 207 208 209 210 211 212 213 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327

254

PARKING ELEC. ROOM MEP ROOM LIFT LOBBY SMOKE STOP MECH. ROOM STAIRCASE 1 SALES FLOOR SALES CONFE MALE'S BATHR FEMALE'S BAT RESIDENTIAL STAIRS LOBB MEP STAIRCASE 1 PANTRY AND UNISEX WC UNISEX WC UNISEX WC JANITOR'S RO EXECUTIVE O EXECUTIVE O EXECUTIVE O EXECUTIVE O COMMON OFF CONFERENCE COMMUNAL L STAIRCASE 01 ROOF DECK RESIDENTIAL DINING ROOM LIVING ROOM BEDROOM MASTER BEDR BATHROOM BATHROOM KITCHEN KITCHEN BATHROOM BATHROOM MASTER BEDR BEDROOM BEDROOM DINING ROOM LIVING ROOM LIVING ROOM KITCHEN DINING ROOM BATHROOM BEDROOM BEDROOM BATHROOM LIVING ROOM BATHROOM KITCHEN DINING ROOM BEDROOM STAIRCASE 01

AS 3041 ADV. CONSTRUCTION PROJECT DELIVERY : GL[ASS]

GL[ASS]

FINISH SCHEDULE NAME

P LOBBY M

R/SHOWROOM ERENCE ROOM HROOM THROOM L LIFT LOBBY BY

COMMON ROOM

OOM OFFICE OFFICE OFFICE OFFICE FICE SPACE E ROOM LIFT LOBBY 1

L LOBBY M M

ROOM

M M M

WALL FINISHES WALL WEST WALL NORTH

FLOOR FINISH

WALL EAST

CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC

CT1 CT1 CT2 CT2 CT1 CT1 PT1 CT2 CT2 CT2 CPT1 CPT1 CPT1 CPT1 LVT1 CPT2 CWF1 CT3 CT4 CT4 CPT3 CPT3 CT5 CT5 CT4 CT4 CT5 CT5 CPT3

PT3 PT4 CT7 CT7 PT4 PT3 CT7 CT7 CT7 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT3 PT4 PT4 CT8 CT8 PT4 CT8 CT8 PT4

PT3 PT4 PT4 PT4 PT3 PT1 CT7 CT7 CT7 PT1 PT1 PT1 PT1 PT1 PT3 PT1 PT4 PT4 PT4 CT8 CT8 PT4 CT8 CT8 -

PT3 PT4 CT7 CT7 PT4 PT4 PT3 CT7 CT7 CT7 PT1 PT1 PT1 PT1 PT1 PT1 PT1 PT3 PT4 PT4 PT4 CT8 CT8 PT4 PT4 CT8 CT8 PT4

PT3 CT7 CT7 PT4 PT4 PT3 CT7 CT7 PT1 PT1 PT3 PT1 PT4 PT4 CT8 PT4 PT4 CT8 -

ACT1 5/8" GWB 5/8" GWB 5/8" GWB 5/8" GWB ACT1 ACT1 ACT1 ACT1 ACT1 ACT2 5/8" GWB 5/8" GWB PT2 PT2 PT2 PT2 CT6 CT6 PT2 PT2 CT6 CT6 PT2

12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"

CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC

CPT3 CT4 CT4 CT4 CT4 CT4 CT5 CPT3 CPT3 CT5 CT4 CT5 CT4 CT4 CPT3 -

PT4 PT4 CT8 PT4 PT4 CT8 CT8 PT4 PT3

PT4 CT8 CT8 PT4 PT4 PT3

PT4 PT4 PT4 PT4 CT8 PT4 CT8 CT8 PT3

PT4 PT4 PT4 PT4 CT8 PT4 PT4 CT8 CT8 PT4 PT3

PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 PT2 CT6 PT2 6 PT2 PT2 PT2 -

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

WALL SOUTH

CEILING FINISH HEIGHT

BASE FINISH

INTERIOR FINISH SCHEDULE

ROBERTSON JR. ANDREW DEPEW LYNN (YELIN) HAHM JONATHAN L. ONG MALVIN BUNATA WIBOWO YIZHAN ZHONG

No.

Description

Date

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

INTERIOR FINISH SCHEDULE

A-8.2

255

YELIN (LYNN) HAHM

For fulll video, please visit : https://youtu.be/fmm8d1IC79Y 256

AS 3040 DESIGN DEVELOPMENT : TOPIARY

AS 3040 Design Development Topiary Fall 2019 Nicholas Conrique Takin Daneshmir Andrew DePew Jonathan Ong Malvin Bunata Wibowo Yizhan Zhong

Topiary Designed by Jonathan Ong

This course investigates issues related to the implementation of design: technology, the use of materials, systems integration, and the archetypal analytical strategies of force, order and character. The course includes a review of basic and advanced construction methods, analysis of building codes, the design of Structural and Mechanical systems, Environmental systems, Buildings service systems, the development of building

materials and the integration of building components and systems. The intent of this course is to develop a cohesive understanding of how architects communicate complex building systems for the built environment and to demonstrate the ability to document a comprehensive architectural project and Stewardship of the Environment. - From Syllabus 257

YELIN (LYNN) HAHM

258

AS 3040 DESIGN DEVELOPMENT : TOPIARY

259

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260

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280

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284

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TOPIARY

Designed by Jonathan L. Ong AS3040 Design Development Instructors Scott Uriu & Pavel Getov Consultants James T. Lyzun & Anna Tam

Design Development Team Nicholas Conrique Egress and ADA Paths Maximum Occupancy/Program Extruded Plans

Andrew DePew Chunk Model Envelope Detail and Assembly Cost Pyrosim

Takin Daneshmir Floor Detailing Climate Analysis Macro Structure

Lynn (Yelin) Hahm Glass Curtain Wall Site Cut and Fill Section Diagrams Mass Motion

Jonathan L. Ong Exterior Shell Structure Reflected Ceiling Plans HVAC Design Material Specifications

Malvin Bunata Wibowo Living Wall System Section Diagrams Annotations Video Editor

Yizhan Zhong Flower Petal Detail Flower Petal Assembly and Installation

AutoCAD Team Jonathan L. Ong Bongo Team Andrew DePew Malvin Bunata Wibowo Yizhan Zhong After Effects Team Malvin Bunata Wibowo Lynn (Yelin) Hahm MassMotion Team Lynn (Yelin) Hahm PyroSim Team Andrew DePew Special Thanks To Robert McNeel & Associates Rhino 6 Rhino 5 Bongo Adobe Creative Cloud Adobe Illustrator Adobe Photoshop Adobe After Effects Adobe Media Encoder Adobe Acrobat

300

Autodesk AutoCAD Chaos Group V-Ray for Rhino Oasys Mass Motion Thunderhead Engineering PyroSim

AS 3040 DESIGN DEVELOPMENT : TOPIARY

Full Video Link to YouTube

301

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302

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

AS 3020 Environmental Systems II SCI-Arc Expansion Norman Borlaug Building Fall 2019 Instructor : Jamey Lyzun Group : Andrew DePew Jonathan Ong Malvin Bunata Wibowo Yizhan Zhong The campus at Sci-Arc is expanding. Your firm has won the commission to design and procure the construction of the new Sci-Arc expansion project which will refurbish two existing warehouses at Mateo St and Santa Fe Ave. Building 1 is a -storey (50,000 square feet)warehouse with primary orientations

facing southwest and southeast. Building 2 is 1-story (12,000 square foot) warehouse with predominant orientations in the north/south direction. - From Syllabus

Norman Borlaug Building SCI-Arc Expansion Plan 303

YELIN (LYNN) HAHM

Psychrometric Chart of Los Angeles

Wind Rose Diagram 304

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Sun Shading Chart : Winter/Spring

Sun Shading Chart : Summer/Fall 305

YELIN (LYNN) HAHM

Sun Radiation Diagram : NE/NW

Sun Radiation Diagram : SW/SE 306

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Bio-Gas Storage Gas Scrubber Pre-Processing Mixer and Activation

Solid Matter Tank

Heater

Bio-Gas Spark Generator

Organic Material Collection

For this 5-story Los Angeles building, we have chosen to implement a cogeneration system powered by an anaerobic digester. Between the student housing on the upper two floors and the cafeteria on the first, we should have ample waste to run through the digester. The water required by the digester can also be taken from the on-site water feature and run through the digester as part of the existing recirculation system. Because of the low amounts of heat needed for the area, this should almost entirely offset the building’s power demands for heat. In warmer months, when the building requires more cooling, the power generated will help to reduce the overall energy load of the building in conjunction with our passive shading measures. At an estimated 1.5 lbs of food and other organic waste per occupant per day, and estimated residency of 30 days, and a 10% solid to water ratio, the 600 gallon sequencing batch digester would take up a footprint of roughly 150 square feet. Attached to this would need to be a biogassification reactor of roughly the same size.

CO-Generation System 307

YELIN (LYNN) HAHM

SCI-Arc

S Santa Fe Ave

For the supply to SCI-Arc original building, the system runs from under the bridge to the building.

Cooling Tower

EF ou

rth

EF ou

rth

Molino S

The cooling tower supplies for both SCI-Arc original and extension buildings.

teo

AHU

aF eA ve

th Pl

E Four

Site Plan

Roof Plan

Site Plan 308

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

TOTAL SQFT

= 85 ft x 85 ft x 5 floors = 36,125 sqft

CHILLER

= 110 ton will occupy 570 sqft COOLING TOWER = 280 ton will occupy 540 sqft x 10’ high BOILER = 1/3 x Chiller = 1/3 x 570 SQFT will occupy 190 sqft Light columns are embedded to light up the interior hallways.

Solar Panels Power Produced by Solar Panel E = A*r*H*PR E = (1.7517m^2) (15.6%) (1825 kWh/m^2.y)(0.75) E= 374.0317kWh There are total 256 solar panels on the roof. Total Energy Produced = (374.0317 kWH) (256) Total Energy Produced = 95, 752.13 kWh The entire solar panels on the September building will produce approximately 95, 700 kWh annually. Roof Plan

E = Energy (kWh) A = Total Solar Panel Area m^2) r = solar panel yield or efficiency (%) H = Annual average solar radiation on tilted panlels PR = Performance ration, coefficient for losses (range between 0.5 and 0.9, default value = 0.75)

Roof Plan 309

YELIN (LYNN) HAHM

Floor to Ceiling Height = 9.5 ft A

Volume per Room Types Type

Type

Type Type

17 ft x 17 ft x 9.5 ft = 2,745.5 ft3

A A

17 ft x 34 ft x 9.5 ft = 5,491.0 ft3

= 5,100.0 ft

= 1,750.0 ft

Supply CFM = Supply CFM =

A A A

Room Volume x 2 turn overs 60 minutes A

+ 10 B + C + 60 minutes

5TH STORY

A A A A

x 2 turn overs

D A A

(60,401 + 54,910 + 5,100 + 1,750) ft3 x 2 turn overs Supply CFM = 60 minutes Supply CFM =

A A

4TH STORY

122,161 ft3 x 2 turn overs 60 minutes

Supply CFM = 4,072.03 CFM Supply CFM = 4,100.00 CFM

B D B

To supply 4,100 CFM, the proper AU sizing for the building is: Length x Width x Height Weight

3RD STORY

= 258 in x 63 in x 52 in = 7,500 lbs

B D B B

2ND STORY

1ST STORY

Air System Sizing and CFM Calculation 310

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING 17’ - 0”

17’ - 0”

17’ - 0” 17’ - 0” 17’ - 0”

17’ - 0”

2ND AND 3RD STORY PLAN (CLASSROOMS) 17’ - 0”

17’ - 0”

17’ - 0” 17’ - 0”

17’ - 0”

4TH AND 5TH STORY PLAN (STUDENT HOUSINGS)

17’ - 0”

2ND AND 3RD STORY PLAN (CLASSROOMS)

17’ - 0”

2ND AND 3RD STORY PLAN (CLASSROOMS)

17’ - 0”

17’ - 0” 17’ - 0” 17’ - 0” 17’ - 0”

17’ - 0”

17’ - 0” 17’ - 0”

17’ - 0” 17’ - 0” 17’ - 0” 17’ - 0”

17’ - 0”

17’ - 0” 17’ - 0”

1ST STORY PLAN (CAFETERIA)

17’ - 0”

17’ - 0” 17’ - 0” 17’ - 0” 17’ - 0” 17’ - 0”

1ST STORY PLAN (CAFETERIA) 17’ - 0”

17’ - 0”

4TH AND 5TH STORY PLAN (STUDENT HOUSINGS)

Plan Layout 311

YELIN (LYNN) HAHM

First Floor Plan 312

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

First Floor Plan : HVAC 313

YELIN (LYNN) HAHM

First Floor Plan Lighting 314

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

First Floor Plan : Water Supply 315

YELIN (LYNN) HAHM

First Floor Plan : Sanitary 316

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Second and Third Floor Plan 317

YELIN (LYNN) HAHM

Second and Third Floor Plan : HVAC 318

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Second and Third Floor Plan : Lighting 319

YELIN (LYNN) HAHM

Second and Third Floor Plan : Water Supply 320

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Second and Third Floor Plan : Sanitary 321

YELIN (LYNN) HAHM

Fourth and Fifth Floor Plan 322

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Fourth and Fifth Floor Plan : HVAC 323

YELIN (LYNN) HAHM

Fourth and Fifth Floor Plan : Lighting 324

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Fourth and Fifth Floor Plan : Water Supply 325

YELIN (LYNN) HAHM

Fourth and Fifth Floor Plan : Sanitary 326

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

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

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 

 

 

  Chiller Boilder Cooling Tower



Exhaust Supply

Section

Return

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 

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

 

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

 

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

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 

 

 

  Chiller Boilder Cooling Tower



LED Lighting Fiber Optic Light Tube

Section : HVAC 327

YELIN (LYNN) HAHM

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Summter Solstice 80o

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  Winter Solstice 32o  

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  Chiller Boilder Cooling Tower



Section : Lighting 

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 

  Chiller Boilder Cooling Tower



Sewer

Greywater Cistern Treatment

Cold Water Hot Water 328

Section : Plumbing

Irrigation

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

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 

 

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





 

 

 

  Chiller Boilder Cooling Tower



Municipal L Water Cistern

Section : Water Supply 329

YELIN (LYNN) HAHM

Solar Intake

Tubular Steel Anchor

Fiber Optics

Concrete Puncture

Solar Intake Floor to Roof

Fiber Optics

Ceiling to Floor

Fiber Optics Light Columns Details 330

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Alucobond Sheet L-Bracket Soffit Supply Duct

Operable Blind

Light Window Mullions

Operable Window

Perforated Aluminum Panel

Safety Bar Handle Winder

Timber Lining

Concrete Slab

Dropped Ceiling

Floor Raiser

Insulation

Aluminum Heat Transfer Plate

Tube

BAY WINDOW SECTION DETAIL

Foam Strips

Raised Floor

Scale: 1/2”=1’-0”

Bay Window Section Detail

The formal language of the bay windows also perform as overhangs to provide exterior shading system

The blinds can also be rolled down to provide shading from the interior

Rolled up operable blind allows more natural sunlight to penetrate into the perimeter rooms

Scale: 1/2”=1’-0”

BAY WINDOW SECTION DETAIL - SUNSHADING

Bay Window Section Detail - Sunshading 331

YELIN (LYNN) HAHM

Legend: Water Supply Black Water Discharge Gray Water Discharge Ventilation 332

Sun Shading Chart : Winter/Spring

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Plan Layout 333

YELIN (LYNN) HAHM

LEED v4 for BD+C: Core and Shell Project Checklist Y

0 Location and Transportation

Credit

Integrative Process

Project Name: Date:

Credit

LEED for Neighborhood Development Location

Credit

Sensitive Land Protection

Credit

High Priority Site

Credit

Surrounding Density and Diverse Uses

Credit

13 0

Required

Prereq

Construction and Demolition Waste Management Planning

Required

Credit

Access to Quality Transit

Credit

Building Life-Cycle Impact Reduction Building Product Disclosure and Optimization - Environmental Product Declarations Building Product Disclosure and Optimization - Sourcing of Raw Materials

Credit

Bicycle Facilities

Credit

Reduced Parking Footprint

Credit

Green Vehicles

0 Sustainable Sites

Building Product Disclosure and Optimization - Material Ingredients Construction and Demolition Waste Management

0 Indoor Environmental Quality

6 2 2 2 2

Prereq

Minimum Indoor Air Quality Performance

Required

Prereq

Environmental Tobacco Smoke Control

Required

Credit

Enhanced Indoor Air Quality Strategies

Credit

Low-Emitting Materials

Open Space

Credit

Rainwater Management

Credit

Construction Indoor Air Quality Management Plan Daylight

Credit

Heat Island Reduction

Credit

Quality Views

Credit

Light Pollution Reduction

Credit

Tenant Design and Construction Guidelines

Prereq

Construction Activity Pollution Prevention

Credit

Site Assessment

Credit

Site Development - Protect or Restore Habitat

Credit

0 Water Efficiency

Required

Prereq

Indoor Water Use Reduction

Required

Prereq

Building-Level Water Metering Outdoor Water Use Reduction

Required

Credit Credit

Required

0 Innovation Credit

Innovation

Credit

LEED Accredited Professional

6 5 1

0 Regional Priority

Credit

Regional Priority: Specific Credit

Credit

Regional Priority: Specific Credit

Indoor Water Use Reduction

Credit

Regional Priority: Specific Credit

Credit

Cooling Tower Water Use

Credit

Regional Priority: Specific Credit

Credit

Water Metering

0 Energy and Atmosphere

43 0

0 TOTALS

Possible Points:

Certified: 40 to 49 points, Silver: 50 to 59 points, Gold: 60 to 79 points, Platinum: 80 to 110

Prereq

Fundamental Commissioning and Verification

Required

Prereq

Minimum Energy Performance

Required

Prereq

Building-Level Energy Metering

Required

Prereq

Fundamental Refrigerant Management

Required

Credit

Enhanced Commissioning

Credit

Optimize Energy Performance

Credit

Advanced Energy Metering

Credit

Demand Response

Credit

Renewable Energy Production

Credit

Enhanced Refrigerant Management

Credit

Green Power and Carbon Offsets

LEED Chart 334

Storage and Collection of Recyclables

0 Materials and Resources Prereq

Outdoor Water Use Reduction

30 0

December 5th, 2019

1 20

Prereq

Norman Borlaug Building - SCI-Arc Expansion

110

AS 3031 ENVIRONMENTAL SYSTEMS II : SCI-ARC EXPANSION NORMAL BORLAUG BUILDING

Energy and Atmosphere

Materials and Resources

1. Fundamental Commissioning and Verification: Requirements Met a. Hiring of LEED certified consultants to ensure compliance of OPR, BOD, and current facilities requirements and operations and maintenance plan. 2. Minimum Energy Performance: Requirements Meta. Whole building energy simulation with estimated 2% improvement reached. 3. Building-Level Energy Metering: Requirements Met a. Installation of Verdigris Smart Metering System. b. Building lifetime commitment to sharing energy consumption data with USGBC 4. Fundamental Refrigerant Management: Requirements Met a. Use of CO2 as a natural non-CFC refrigerant in compliance with Montreal Protocol. i. Installation of CO2 monitoring systems to offset occupant risk. 5. Enhanced Commisioning: 6 Points a. Continued work by LEED certified consultants to verify contract submittals, sea sonal testing, building operations data, etc. b. Envelope commissioning and verification done by LEED ceritified consultants. 6. Optimize Energy Performance: 17 Points a. Estimated 26% reduction on estimated 100,000 kW energy draw due to inclusion of light tubes and light well. b. Meets ASHRAE 50% Advanced Energy Design Guide for: building envelope opaque, building envelope glazed, interior lighting, and plug loads. 7. Advanced Energy Metering: 1 Point a. Installation of Wi-Fi enabled Verdigris Smart Meter system with building dash board and consumption monitoring software. 8. Demand Response: 1 Point a. Peak energy demand is estimated to be during day hours, during which natural lighting systems can replace artificial lighting, and operable windows can offset HVAC demand. 9. Renewable Energy Production: 3 Points a. Production of 12,000 kW of energy production during daylight hours, achieved through 1,200 sqft of photovoltaic paneling, an estimated 12% of total building energy use during daylight hours. b. Production of 7,000 kW of energy production through anaerobic digester and methane generator, an estimated 7% of total building energy use. 10. Enhanced Refrigerant Management: 1 Point a. Use of pressurized CO2 places refrigerant GWP at only 1. 11. Green Power and Carbon Offsets: 1 Point a. 19% of power produced through green power.

1. Storage and Collection of Recyclables: Requirements Met a. Dedicated recycling receptables. b. Waste stream study for top five recyclable materials. Primarily paper products, recyclable plastics, recyclable metals. 2. Construction and Demolition Waste Management Planning: Requirements Met a. Diversion of materials: i. Use of recycled gypsum, and collection for subsequent recycling. ii. Reuse of building façade bricks. iii. Recycling of existing steel from core and shell reconstruction. iv. Repurposing of concrete as aggregate. v. Use of recycled aluminum for glazing and roof sun-catchers. 3. Building Life-Cycle Impact Reduction: 6 Points a. Renovation of abandoned or blighted building with core and shell reconstruction. 4. Building Product Disclosure and Optimization – Environmental Product Declarations: 1 Points a. Multi-attribute optimization: Extensive reuse of on-site materials and use of recy cled materials. 5. Building Product Disclosure and Optimization – Sourcing of Raw Materials: 2 Points a. Extensive reuse of on-site materials and use of recycled materials. b. Extended producer responsibility through sourcing of gypsum through verified recycler and recycling construction and demolition waste through said provider. 6. Building Product Disclosure and Optimization – Material Ingredients: 2 Points a. Material ingredient reporting for a minimum of 20 permanently installed products from five manufacturers. 7. Construction and Demolition Waste Management: 2 Points a. Execution of construction and demolition waste management planning from 2.a.

335

YELIN (LYNN) HAHM

336

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

AS 3020 Environmental Systems I Earth, Wind, and Fire Spring 2019 Instructor : Jamey Lyzun Group : Santiago Alvarez Corina Dow Isabelle Joannides Mauricio Torres

Left : Vancouver Convention Centre by MCM + DA + LMN Architects

The seminar is an introduction to environmental systems. The course considers the role that buildings play in the built environment as it relates to the usage of land, material, energy, and water. Students will then explore passive and active design techniques that can be implemented to make buildings operate efficiently within a geographic location. With skill and intent, buildings can be designed to be healthy

and effective while also reducing resource consumption and waste. The course will review sustainable rating schemes that attempt to inspire, regulate or standardize current and future designs. During the semester, students will be exposed to theoretical principles explained through lectures, case studies, and field trips. Project research will enable students to apply techniques to their designs. - From Syllabus 337

YELIN (LYNN) HAHM

June and September Building Project : June and September Project Year : Expected by Sept 2020 Architects : Earth, Wind, and Fire Associates

This project is an expansion from SCI-Arc Building, which is located across the previous SCI-Arc building. The June Building is a refurbishing project, where the building is 5 stories warehouse, with dominant orientation of Southwest and South East, total of approximate of 50,000 square feet. The September Building is a completely new building, where we designed new building after deciding to demolish the previous building. But September building still has the same orientation as the pre-existed building which is north/south orientation. We decided to demolish and place a bigger building to expand the housing program of SCI-Arc for students who are in extreme financial issue. These projects are located in Downtown, Los Angeles. But the weather condition is in Vancouver, British Columbia, Canada. We, Earth, Wind, and Fire Associates, are creative designers who always try to integrate as much as natural energy resources, such as geothermal energy, Wind energy, and natural light.

The June Project (on the left) and the September Project (on the right) 338

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

Vancouver Weather Analysis

Vancouver has pretty mild weather. The summers are short, comfortable and mostly sunny with little bit of precipitation, and the winters are long, very cold and mostly cloudy. It is very windy during winter, where it blows in WE most of the time. The angle of the sun path is lower than Los Angeles. Overall, it’s neither cold nor hot.

SW Isometric View with Radiation Color

Sun Path Diagram

Vancouver Wind Analysis

Vancouver Solar Analysis 339

YELIN (LYNN) HAHM

Vancouver Weather Analysis (Cont.)

Vancouver Sun Path Diagram

Vancouver Psychrometric Chart 340

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

Site Plan

3 8 7

2 1 4

Emergency Exits Pathways

Site Plan

1) Cistern 2) Recirculating Water Feature 3) French Drain 4) Cyclonic Seperator 5) June Building 6) September Building 7) Gathering Area 8) Seismic Safe Zone

The site plan considers multiple factors of contingencies regarding mitigating possible seismic events, in addition to providing pathways and a green area for students and faculty. The new landscape has a loop circulation to enhance the experience with green spaces. The center contains a small gazebo for social gathering. Adjacent upwards, a designated seismic safe zone is distanced from the surrounding buildings. In terms of water drainage, the location of the cistern was considered to reduce water run-off, in addition to on site infiltration along the west side of the facade of the existing building. The emergency exits in the June and September projects are located on three sides of their respective facades. A major direct pathway connects pedestrian circulation from the SCI-Arc building to the new developments. 341

YELIN (LYNN) HAHM

The June Project The June Project is the building that is pre-existing, and getting refurbished. Because of its North South orientation, extra-long overhangs are built on the Southeast and Southwest side of the building. Also to use the windy weather in Vancouver, we installed some wind turbines on the roof in order to generate renewable energy. On top of this, entire glass is replaced with double glazed low-E glasses and the heating/cooling systems are replaced with geothermal heating and cooling system. Also to give users more control over the temperature of each space inside, every single blind are solar paneled, so that while it’s blocking the sun, it actually collects and generate energy at the same time.

June Project SE Isometric View

June Project NW Isometric View 342

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

June Project Radiation Analysis

As stated before, the Sun Path diagram shown on the left top is depicting the Sun’s rotation around our building; in this case, we exposed the multilayered cantilevers to further the bouncing of the sunlight and thus create more natural light and decreasing its temperature each bounce to create confortable atmospheres. Since most of the heat is gained by the roof, we decided to add solar panels in order to operate the building more naturally. The radiation analysis diagrams shown on the bottom left are successfully depicting how the addition of vertical fins on opposite facing sides are decreasing intensely the amount of heat that would be gained by East and West sun rays. The side facing perpendicularly toward the rotation of the Sun, thus gaining the most optimized amount of heat possible in the site, has been modified to have a setback on each floor to create natural shading and optimization of solar gain.

June Building Sun Path Diagram

June Project Isometric Radiation Diagram

343

YELIN (LYNN) HAHM

The June Project - Programs This brick building has two brick faces and two glass faces. Being parallel to each other, the glass faces allow light to occupy the building without exposing all four sides to heat from the sun. The brick facades are also parallel to each other, and face and the street and the alley alongside the building. The brick facade facing the street means less light and heat entering from this exposed face of the building. The restaurant occupies this first floor of the building, and is located against one of the brick facades of the building. This floor also contains more study and reading areas, seating for the restaurant and cafeteria, as well as room for social gatherings.

Ground Floor Plan 344

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

The June Project - Programs (Cont.) This building is primarily filled with classroom and studio spaces. The classrooms are places against the brick walls, with the studios being located against the glass walls. The natural lighting in the studio spaces will be more actively used than it would in the classrooms. The classrooms against the brick facade are liberally spaced so as to allow airflow in the rooms. These rooms also touch a small portion of the glass facade in order to activate daylighting in each and every room.

Upper Floor Plan (Classrooms) 345

YELIN (LYNN) HAHM

Energy Section Diagram In this section, it is shows how the water system is organized and also the geothermal heating/cooling system on each floor slabs of the building. The horizontal overhangs are designed to block most of the sunlight during summer time, and for the winter, it will bring more natural heat into the building.

Summer

Winter 64°

18°

Blackwater to Sewer

Blackwater to Sewer Irrigation

Geothermal Energy

Greywater Treatment

Geothermal Energy

Water Cycle Geothermal Energy Natural Ventilation Sun Path

346

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

Wind Generated Renewable Energy P = Power output, watts Cp = Maximum power coefficient, ranging from 0.25 to 0.45, dimension less p = Air density, kg/m³ (standard air density is 1.225kg/m^3) A = Rotor swept area, m² or π D² / 4 (D is the rotor diameter in m, π = 3.1416) V = Wind speed, mps (avg. wind speed in Vancouver is 3.75 m/s) Power Produced by small Wind Turbine Power = Cp (0.5) p A V³ Power = (0.25) (0.5) (1.225 kg/m^3) (2m^2) (3.75m/s) Power = 1.1484375 Watts There are total 10 wind turbines on the roof of the June Project Total Energy Produced = (1.1484 watts) (10) Total Energy Produced = 11.484375 watts The entire wind turbine on the June Building will generate approximately 11.5 watt annually.

Wind Turbine

Solar Generated Renewable Energy One Blind behind the window can produce 50 watt per day. Total of 31, 750 watt per year. There are total 234 solar panelled blinds in September Project. Total Energy Produced = (31.75 kWh)(46) Total Energy Produced = 1, 460.5 kWh The entire solar panelled blinds installed in the June buidling will produce approximatley 1, 460 kWh annually. In total, the June building will be generating 1,460 kWh of renewable energy every year.

Solar-Panelled Blinds

347

YELIN (LYNN) HAHM

LEED Score Card The June Project have received the Gold Level of LEED.

LEED v4 for BD+C: New Cons

truction and Major Renovation

Project Checklist Y

N Credit

Project Name: June Project Date: April 9th, 2019

Integrative Process

0 Location and Transportation

1 8

Credit

LEED for Neighborhood Development Location

Prereq

Storage and Collection of Recyclables

Required

Credit

Sensitive Land Protection

Prereq

Construction and Demolition Waste Management Planning

Required

Credit

High Priority Site

Credit

Surrounding Density and Diverse Uses

Credit

Building Life-Cycle Impact Reduction Building Product Disclosure and Optimization - Environmental Product Declarations Building Product Disclosure and Optimization - Sourcing of Raw Materials

1 1

Access to Quality Transit

Credit

Bicycle Facilities

Credit

Reduced Parking Footprint

Credit

G re e n V e hic le s

1 1

15 9

0 Materials and Resources

5 1

0 Sustainable Sites

Required

Site Assessment

Site Development - Protect or Restore Habitat

2 1

Construction Activity Pollution Prevention

Prereq

Credit

Open Space

5 2 2 2

Building Product Disclosure and Optimization - Material Ingredients Construction and Demolition Waste Management

0 I n d o o r E n v i r o n m e n ta l Q u a l i ty

Prereq

Minimum Indoor Air Quality Performance

Required

Prereq

Environmental Tobacco Smoke Control

Required

Credit

Enhanced Indoor Air Quality Strategies

Credit

Low-Emitting Materials

Credit

C ons truc tion Indoor A ir Q ua lity Ma na ge me nt P la n

Credit

Rainwater Management

Credit

Indoor Air Quality Assessment

Credit

Heat Island Reduction

Credit

Thermal Comfort

Credit

Light Pollution Reduction

Credit

Interior Lighting

Credit

Daylight

Credit

Quality Views

Credit

Acoustic Performance

2 Water Efficiency

Prereq

Outdoor Water Use Reduction

Required

Prereq

Indoor Water Use Reduction

Required

Prereq

B uilding-L e ve l W a te r Me te ring

R e quire d

Credit

Outdoor Water Use Reduction

3.5

Credit

Innovation

Credit

Indoor Water Use Reduction

Credit

LEED Accredited Professional

2 1

Credit

Cooling Tower Water Use

Credit

W a te r Me te ring

0 Energy and Atmosphere

0 Innovation

0 R e g i o n a l P r i o r i ty

Credit

R e giona l P riority: S pe c ific C re dit

Credit

R e giona l P riority: S pe c ific C re dit

1 1

Prereq

Fundamental Commissioning and Verification

Required

Credit

R e giona l P riority: S pe c ific C re dit

Prereq

Minimum Energy Performance

Required

Credit

R e giona l P riority: S pe c ific C re dit

Prereq

Building-Level Energy Metering

Required

Prereq

Fundamental Refrigerant Management

Required

Credit

Enhanced Commissioning

Credit

Optimize Energy Performance

Credit

Advanced Energy Metering

Credit

Demand Response

Credit

Renewable Energy Production

348

2 TOTALS Certified: 40 to 49 points , Silver:

Possible Points: 50 to 59 points, Gold: 60 to 79 points, Platinum:

80 to 110

110

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

The September Proejct The September Project is the site where the pre-existing building is demolished and a total new building is designed on top of the same site. Due to the orientation of the site, South Facade has this massive stepping happening to create natural shading for the lower floors of the building. Also the automatic louver is installed on the east and west facade to prevent heat during daytime, but also to enhance the natural ventilation during nighttime. Lots of solar panels are on the roof to generate renewable energy. 40% of each facade has operable windows to give the users more control of the temperature of each space. On top of all of this, entire blinds are solar paneled, so that when it is shut to block the sunlight, not only blocking the sun, but also it will be collecting the energy at the same time.

September Project SW Isometric View

September Project NE Isometric View 349

YELIN (LYNN) HAHM

September Project Radiation Analysis

The Sun Path shown on the left top is depicted from the North East to demonstrate the specific location of openings in the facade. Since the sun rotation is occurring on the opposite site depicted to again highlight the lack of opening towards the empty ray of sunshine, and yet the fast customization of the other sides of the building. This has been done to enhance the natural light provided, by widening the glazing of the windows and adding overhangs above each panel to avoid overheating and creating comfortable interior temperatures. The incidence of the Sun can be better depicted on the bottom two radiation analyses which are shown from opposite sides, South East and South West, which coincide with the alignment of the Sun’s rotation. What these diagrams are showing is that most of the heat is being absorbed by the roof and the horizontal overhangs on the South East side thus producing a much cooler environment yet allowing much sunlight in.

June Building Sun Path Diagram

SW September Project Isometric Radiation Diagram 350

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

The September Project - Programs Entry into this building is organized so as to allow access from each side of the building, with the majority of entrances being located on the west side of the building. Locating the primary entry on this side of the building will passively save energy thanks to the cantilever cooling the air adjacent to the doors. This strategic energy saving strategy will work passively throughout the life of the building. This floor hosts the lobby, featuring social gathering areas and studying/reading spaces. The north and south faces are lined with indoor plants as an additional layer to filter light before it occupies the building. Additionally, the location of these plants will maximize their capacity to filter the air for the occupants of the building.

Ground Floor Plan 351

YELIN (LYNN) HAHM

The September Project - Programs (Cont.) The second floor of the building is occupied by a study room, group study area, work desks and a student fitness area. The gym is located at the southeast corner of the building. Because the gym is the room which will get the hottest, this location will keep it cool due to the minimal sunlight it receives in comparison to the other corners of the building. If the gym is kept to a cool temperature, the rest of the floor will also retain a lower temperature instead of being heated by the gym. In turn, this placement will allow energy to be saved in cooling costs. The atriums which run through the center of the building work to extend daylighting to the centermost areas of the floors.

Second Floor Plan (Gym&Study Room) 352

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

The September Project - Programs (Cont.) The upper floors host the dormitories. Each dormitory is equipped with its own bathroom, and most dorms host two occupants. The bathrooms for each dorm are positioned to line the same wall as the neighboring dorm. This will decrease the amount of plumbing and pipes running through the building, and inherently decrease the amount of energy used to run plumbing water through these pipes. The dorms have been arranged to have floor to ceiling windows as much as possible. The dorms also act as an extension of the exterior envelope. Light, meaning heat, enters the dorms before the main floors, therefore decreasing the amount of cooling necessary to combat light entering the building. Again the atriums serve to bring light into the center of the floors, especially for the few dorms which do not have windows.

Upper Floor Plan (Housing) 353

YELIN (LYNN) HAHM

Energy Section Diagram A In this section, the stepping down design of the South facade of September Project has an angle of the Summer Solstice in Vancouver so that it could create its own natural shading for the lower level floors, but still bring lots of natural heat and light in during winter time. Also through the huge tall atrium in the center of the building, it will enhance the natural ventilation of the building, improving the air quality inside the building. The solar panels installed on the roof the building will generate renewable energy. Also the brown line indicated the geothermal heating/cooling system installed in between floor slabs.

Summer

Winter 64° 18°

Blackwater to Sewer

Blackwater to Sewer Greywater Treatment

Irrigation

Geothermal Energy

Water Cycle Geothermal Energy Natural Ventilation Sun Path

354

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

Energy Section Diagram B This section is cut right through the middle atrium in the September Project, indicating the natural ventilation through East to West in Vancouver during winter to bring more fresh air to the building. Also the brown lines indicate the geothermal heating/cooling system installed in the floor slabs. Also on the each side, which is the East and West facade, have vertical fins that automatically rotate according to the time of the day.

Summer

Winter 64° 18°

Blackwater to Sewer

Blackwater to Sewer Greywater Treatment

Geothermal Energy

Irrigation Geothermal Energy

Water Cycle Geothermal Energy Natural Ventilation Sun Path

355

YELIN (LYNN) HAHM

Solar Generated Renewable Energy E = Energy (kWh) A = Total Solar Panel Area m^2) r = solar panel yield or efficiency (%) H = Annual average solar radiation on tilted panlels PR = Performance ration, coefficient for losses (range between 0.5 and 0.9, default value = 0.75) Power Produced by Solar Panel E = A*r*H*PR E = (1.467m^2) (15.6%) (1825 kWh/m^2.y)(0.75) E= 313.241175 kWh There are total 336 solr panels on the roof of the September Project Total Energy Produced = (113.241175 kWH) (336) Total Energy Produced = 38, 049. 0348 kWh The entire solar panels on the September building will produce approximately 38, 000 kWh annually.

Solar Panels

Solar Generated Renewable Energy One Blind behind the window can produce 50 watt per day. Total of 31, 750 watt per year. There are total 234 solar panelled blinds in September Project. Total Energy Produced = (31.75 kWh)(234) Total Energy Produced = 7, 429.5 kWh The entire solar panelled blinds installed in the September buidling will produce approximatley 7, 400 kWh annually. In total, the September building will be generating 46, 000 kWh of renewable energy every year.

Solar-Panelled Blinds

356

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

LEED Score Card The June Project have received the Platinum Level of LEED.

LEED v4 for BD+C: New Construction and Major Renovation Project Checklist Y

N Credit

15 0 6

Prereq

Storage and Collection of Recyclables

Credit

Sensitive Land Protection

Prereq

Construction and Demolition Waste Management Planning

Credit

High Priority Site

Credit

Surrounding Density and Diverse Uses

Credit

Building Life-Cycle Impact Reduction Building Product Disclosure and Optimization - Environmental Product Declarations Building Product Disclosure and Optimization - Sourcing of Raw Materials

Access to Quality Transit

Credit

Bicycle Facilities

Credit

Reduced Parking Footprint

Credit

Green Vehicles

0 Sustainable Sites

Minimum Indoor Air Quality Performance

Prereq

Environmental Tobacco Smoke Control

Site Assessment

Credit

Enhanced Indoor Air Quality Strategies

Site Development - Protect or Restore Habitat

Credit

Low-Emitting Materials

Credit

Construction Indoor Air Quality Management Plan

Rainwater Management

Credit

Indoor Air Quality Assessment

Credit

Heat Island Reduction

Credit

Thermal Comfort

Credit

Light Pollution Reduction

Credit

Interior Lighting

Credit

Daylight

Credit

Quality Views

Credit

Acoustic Performance

Credit Credit

Credit

Open Space

Credit

2 1

2 Water Efficiency Prereq

Outdoor Water Use Reduction

Required

1 1

Prereq

Indoor Water Use Reduction

Required

Prereq

Building-Level Water Metering

Required

Credit

Outdoor Water Use Reduction

4.5

Credit

Indoor Water Use Reduction

Credit

Cooling Tower Water Use

Credit

Water Metering

2 1

24 4

0 Indoor Environmental Quality Prereq

Building Product Disclosure and Optimization - Material Ingredients Construction and Demolition Waste Management

Required

Construction Activity Pollution Prevention

Prereq

Credit

0 Materials and Resources

LEED for Neighborhood Development Location

Credit

Integrative Process

0 Location and Transportation

1 2

Project Name: September Proje Date: April 9th, 2019

1 Energy and Atmosphere

0 Innovation Credit

Innovation

Credit

LEED Accredited Professional

0 Regional Priority Credit

Regional Priority: Specific Credit

Credit

Regional Priority: Specific Credit

Prereq

Fundamental Commissioning and Verification

Required

Credit

Regional Priority: Specific Credit

Prereq

Minimum Energy Performance

Required

Credit

Regional Priority: Specific Credit

Prereq

Building-Level Energy Metering

Required

Prereq

Fundamental Refrigerant Management

Required

Credit

Enhanced Commissioning

Credit

Optimize Energy Performance

Credit

Advanced Energy Metering

Credit

Demand Response

Credit

Renewable Energy Production

Credit

Enhanced Refrigerant Management

Credit

Green Power and Carbon Offsets

0 3 1 2

3 TOTALS

Possible Points:

Certified: 40 to 49 points, Silver: 50 to 59 points, Gold: 60 to 79 points, Platinum: 80 to 110

357

YELIN (LYNN) HAHM

Solar Panel Life Cycle Analysis

Raw Materials Extraction and Production

Raw Materials - Silica, Cadium, Gallium, Germanium, Indium, Selenium, Tellerium, Phosphorus, Boron. Synthetic Materials - Ethelene Vinyl Acetate, Polyvinyl Fluoride Film

358

Manufacturing Production

Silicon from Silica 1) Silica is converted into silicon when it is heated to high temperatures with charcoal. 2) The rod of silicon is passed through heating zone to "drag" impurities (most energy intensive stage). 3) The rod of silicon is sliced into a wafer. Refining the Solar Cell 1) Cleaning the wafers with acid. 2) Doping process (Boron and Phosphorous added to the wafers). 3) Adding electrical contact, screen printed in onto the solar cell.

Assembly into Panels

Transportation

Usage

Solar cells are assembled between a layer of glass and plastic within an aluminium frame (Plastic + Glass + Aluminium).

The finished solar panels are packaged and transported. China manufactures the largest number of solar panels.

A solar panel generated electricity by convert in photons in the Sun rays to electron (electricity). Average life span of a solar panel is 25 years.

Recycling/ Disposing

Panels eventually become e-waste, and therefore have to be recycled in the same manner. Although it is not entirely free of CO2 emissions, solar panels have fewer emissions than that of any other conventional energy production methods.

AS 3020 ENVIRONNMENTAL SYSTEMS I : EARTH, WIND, AND FIRE ASSOCIATES

Reference Building Melbourne City Council House 2 Architect : Mick Pearce Known for kinetic louver, we took the idea of automatic fins that will adjust to the sun by itself.

Work Cited Kickstarter,www.kickstarter.com/projects/1170840477/solargaps-smart-solar-blinds/faqs. Parkinson, Jonathan. "The Not-So-Sunny Side of Solar Panels." Voice of San Diego. Voice of San Diego, 16 Feb. 2009. Web. 02 Mar. 2013. <http://www.voiceofsandiego.org/science/article_37811382-9d69-5936-adeb- 5db1395225e3.html>. Photovoltaic-software.com. “Home.” Photovoltaic Softwares, photovoltaic-software.com/principle-ressources/how-calculate-solar-energy-power-pv-systems. “Small Wind Guidebook.” WINDExchange, windexchange.energy.gov/small-wind-guidebook#installation. Zehner, Ozzie. "Solar Cells and Other Fairy Tales." Green Illusions: The Dirty Secrets of Clean Energy and the Future of Environmentalism. Nebraska: University of Nebraska. 2012. 1-30. Web. <http://www.nebraskapress.unl.edu/Supplements/excerpts/Spring %2012/9780803237759_excerpt.pdf>.

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AS 3033 TECTONICS + MATERIALTY

AS 3033 Tectonics and Materiality Kolon One and Only Tower Fall 2018 Instructors : Maxi Spina + Randy Jefferson Group : Grigori Khatchatryan Malvin Wibowo Yizhan Zhong

Left : Kolon One and Only Tower in Seoul, Korea by Morphosis

The seminar joint areas of investigation are Tectonics – understood as architecture’s material anatomy and its effects –largely consisting of technical, technological and cultural environmental dimensions. The class focuses predominantly on the curtain wall – particularly on its forms of articulation and modes of assembly. Working in groups of 3-4 throughout the semester, students analyze, take apart and document the

anatomy and tectonic of a chosen precedent in order to formulate a series of hypotheses in an attempt to construct a number of interrelated tectonic conjectures. Analysis and documentation is followed by a speculative exercise on how to modify one element or sub-system so as to adapt to a slightly altered design scenario constrained by a newly imposed performance criteria given by the instructors. - From Syllabus 361

YELIN (LYNN) HAHM

Brise Soleil

Steel Frame

GFRP (Glass Fiber Reinforced Polymer)

Glass Curtain Wall

Aluminium Panel

GFRP/Brise Soleil

A1. GFRP PANELIZATION 362

AS 3033 TECTONICS + MATERIALTY Precedent Study : Kolon One and Only Tower Envelope Sytem : Glass Fiber Reinforced Polymer (GFRP)

Massing

Primary Structure

Secondary Structure

A2. MASSING & STRUCTURE DIAGRAM 363

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Steel Pillar

Concrete Slab

Polyethylene Geothermal Pipe Steel Rebars Beachballs Corrugated Galvanized Steel Metal Sheet Galvanized Steel U Beams Galvanized Steel C Beams Beam Clamps I Beams

Fire Safing

B1. STRUCTURE & FLOOR DETAIL 364

AS 3033 TECTONICS + MATERIALTY Precedent Study : Kolon One and Only Tower Envelope Sytem : Glass Fiber Reinforced Polymer (GFRP)

Aluminium Tubular Mullion

Low-E Double Glazed Window

Stainless Steel Plates for Clamping Bolts for Clamping Plates to Mullions Bolts Clamping all the Steel Plates Stainless Steel Plates for Sunshading Slot Stainless Steel Plates for Clamping Aluminium Tubular Mullion

B2. MULLION DETAIL

Low-E Double Glazed Window Aluminium Tubular Mullion

Bolts Clamping all the Steel Plates Stainless Steel Plates for Sunshade Slot Bolts for Clamping Plates to Mullions Stainless Steel Plates for Clamping Stainless Steel Plates for Clamping

Aluminium Tubular Mullion

B3. MULLION DETAIL 365

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C1. CORNER DETAIL 366

AS 3033 TECTONICS + MATERIALTY Precedent Study : Kolon One and Only Tower Envelope Sytem : Glass Fiber Reinforced Polymer (GFRP)

Electric Blind Motor Aluminium Tubular Mullion Structural Rod Low-E Coated Glass Double Glaze

Air Cavity

Stainless Steel Plates for Clamping Stainless Steel Plates for Sunshade Slot

Glass Fiber Reinforced Polymer (GFRP)

C2. ZOOMED IN FACADE CONNECTION

Glass Fiber Reinforced Polymer (GFRP)

Stainless Steel Plates 1/2 Diameter Stainless Steel Hex Pattern Bolt Silicone Seal Stainless Steel Cap Stainless Steel Plate for Sunshade Slot (W-Shape) Reinforcedment of Holding Plate Steel Hook for Slotting

C3. EXPLODED FACADE JOINERY 367

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Low-E Double Galzed Window Aluminium Tubular Mullion Carbon Fiber Panels Stainless Steel Plates for Sunshade Slot

D1. PANELIZATION TRANSFORMATION 368

AS 3033 TECTONICS + MATERIALTY Precedent Study : Kolon One and Only Tower Envelope Sytem : Glass Fiber Reinforced Polymer (GFRP)

Aluminium Tubular Mullion

Low-E Double Glazed Window

Steel Plate Aluminium Tubular Mullion Sealant

Carbon Fiber Reinforced Polymer (CFRP)

D2. NEW JOINERY OF CFRP TO MULLION

Low-E Double Glazed Window Aluminium Tubuar Mullion

Steel Splice Plate Steel Plate Pressure Plate Aluminium Tubuar Mullion Primary Sealant Thermal Structural Pad Steel Plate Thermal Structural Pad Pressure Plate Steel Plate Steel Splice Plate Steel Plate I Beam

Aluminium Tubular Mullion

D3. EXPLODED MULLION DETAIL OF THE JOINERY

D4 SHAPE TRASNFORMATION OF THE CFRP (CARBON FIBER REINFORCED POLYMER) 369

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VS 2629 VISUAL STUDIES : VIRTUAL REALITY FILM SETS

VS 2629 Visual Studies Virtual Reality Film Sets Fall 2018 Instructor : Alexey Marfin Cinema, architecture, and technology have always existed in unison - distorting and manipulating space, physicality, and geography. Stanley Kubrick's "The Shining" meticulously re-built the Overlook Hotel thousands of miles away in a British film studio, and Luc Besson's "Leon" seamlessly cut interiors filmed in Paris with exteriors filmed in New York to create a hybrid city. Today, the movie experience is expanding

beyond the flat screen, with new technologies of Virtual Reality and immersive media. In this seminar we will take movie scenes from the predigital era, and re-imagine them as 360-degree Virtual Reality environments. We will learn photorealistic 3D rendering in 360 degrees, using VFX-industry workflows. - From Syllabus

For full VR Experience, please visit : https://alexeymarfin.com/vr-film-sets/ Left : In the Mood for Love Poster Directed by Wong Kar-Wai 371

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