Selected Works // Marius Laurinkus

P o r t f o l i o

Marius Laurinkus

M.Arch II Candidate Southern California Institute of Architecture 2016-2017

Marius Laurinkus Southern California Institute of Architecture M.Arch II 100 Alameda St. Los Angeles, CA 90012 1 + 315-405-3133 Marius_Laurinkus@sciarc.edu Š 2017 All rights reserved. No part of this book may be reproduced in any form without written permission of copyright owner.

Marius Laurinkus

M.Arch II Southern California Institute of Architecture

Replica Design Studio

FALL 2016 DS 1200 ( 2GAX ) Complex Morphologies Instructor: Herwig Baumgartner Team: Marius Laurinkus + Egil De Kooberstad

This studio will interrogate the potential of the replica in architecture. Advancing recent debates regarding influence, affinity and appropriation in architecture, we will adopt an approach that exploits the potential for architectural acts of appropriation to engender new forms of authenticity and to challenge context and type within an architectural project. Quotation as a postmodern form of referencing an ‘original’ and subsequent forays into sampling including kitbashing and the mash-up are various forms through which appropriation has surfaced in architectural discourse and practice. A more contemporary notion of the replica ties it to the status of the object in architecture and its inherent potential to engender multiple and coexisting forms of legibility; raising questions of scalability ranging from the colossus to the miniature.

This approach involves the selection of copies (found objects) instead of the creation of originals.

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I

Design Development A given Thonet chair is examined and broken down into control point splines. Then, using the splines, operations of copy, rotate, move and scale are applied to derive a new Elevation version of the chair.

Elevation Numerous iterations are produced in order to resemble Elevation the original, using it’s own language. Certain resemblanceElevation remains, while an entirely new form is developed.

Elevation The objective of the new form is to hold three pillows within the structure of the new splines.

The pillows are inflated Elevation surfaces using Maya software, and interact with each other naturally, pulling and pushing on their environment.

Elevation A series of physical models is produced to study the Elevation differences in approaches.

Elevation Elevation

Elevation Thonet Original

Elevation Plan Plan Plan

Elevation

Elevation

Plan

Plan

Plan

Axon Axon Axon Elevation

Elevation

Plan

Plan 04

Axon

Axon

Axon

II

III

IV

Chair Study Model: Section

Chair Study Model: Plan

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S=1/40 S=1/6

ON RD S MISSI

S MISSI

ON RD

Site Plan 06

1’ : 1/16”

Floor Plan // First Level 1’ = 1/16” N

Third Floor Plan 1’ : 1/16”

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Elevation 1’ : 1/16”

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STRUCTURAL BEAM

INTERIOR INSULATION LAYER SECONDARY STRUCTURE // STEEL PANELS EXTERIOR INSULATION LAYER EXTERIOR PANEL SYSTEM

EXTERIOR GLAZING

FLOOR FINISH STRUCTURAL I-BEAM REINFORCEMENT BAR CORRUGATED STEEL

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Visual Studies I FALL 2016 4200 ( 2GAX ) Instructor: Kristy Balliet & Casey Rehm Exploration of new software technologies that allow variables of time, reproduction, variation, and repetition. The intention is to question the relationship of architecture to geometry and the idea of representation as a static organization of concepts. Geometry is considered no longer a static Cartesian system, but an array of articulated variations, affected by new instrumental abilities. Concepts of three dimensional drawing (zero gravity), digital modeling, multiple realities and digital/physical fabrication.

The Gestural Line The gestural line will explore the potential and differences of the stroke, the gesture and the line. In architecture and visualization these artifacts can be associated with rhythmic repetition, erratic character, structural integrity, whimsical moments and elegant form. Through the use of building and rebuilding lines the project will address issues of line, surface and void.

The first project will require the generation and design of lines through gestural animation. A series of lines in space and then redesign their relationships and qualities.The initial digital models will engage two different techniques. The fmt model will be the result of the animation of lines in Maya and the second model, the generation of lines with through the use of a gesture tracking application. Both models will use an imaginary bounding box. The project will develop by evaluating and modifying the quality of the model in both digital and physical form.

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Processing software code derived composition, using a robotic arm scanned image of a physical model as input.

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The Gestural Volume The gestural volume will explore the potential and differences of the stroke, the gesture and the profile, this time within the space of Virtual Reality. This exercise will challenge the prioritized view of the designer, working outside in, and instead ask that you design a volume around you, within an immersive environment. Building on the trajectory of software such as, TiltBrush, a program that allows you to paint in virtual space, we will use a combination of the HTC Vive and beta version of Second Studio.

A series of spline in space, designing their accumulation to create a volumetric vessel. The vessels will be designed within virtual reality, in a bounding room with profile hoops for registration.

Using the gestural line, a surface/volume model is created. After the physical model is 3D printed and scanned, while the resulting image is used to compose a field using Processing code. The resulting composition is applied as texture to the model, and the final physical is 3D powder printed in color.

A 3D print of surfaces derived from control points.

A deformation of a gestural line, using control points.

Surface development from control points.

Side View: A rendering of a composed model using field composition as texture

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Color powder 3D printed physical model.

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Advanced Material +Tectonics FALL 2016 3200 ( 2GAX ) Instructor: Maximiliano Spina Team: Marius Laurinkus

Aja Zarrehparvar

Egil Kobberstad

Absalom Marron

Paired areas of investigation and speculation are Tectonics and Performance -largely consisting of technical, technological, cultural and environmental dimensions. The project will thus seek out an alternative understanding of the Tectonic –one that not only mirrors the realm of construction –materials, methods, sequences, tolerances, etc.- but also embraces architectural processes of expression, encompassing issues of geometry and technique; posture and character; etc.

Methodologically, the project frames its object of study through the possibilities of a sectional approach. The primary mode of design and representation is the cut-away axonometric drawing and the sectional model, its analogue material incarnation. These modes of dissectible analytical representation will tend to produce a sectional object of compelling spatial simultaneity, of which its purpose and merits lies in concurrently presenting the interior and exterior of the building alongside the pochĂŠ that separates them. The project culminates with reformulating initial tectonic conjectures so as to adapt to a slightly altered design scenario. In re-informing the origins of the work, the intent is to search for a novel set of formal, geometrical and technological associations so as to yield a new tectonic coherence.

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Examination of the structure and functioning systems of the National Museum of African American History & Culture by architect David Adjaye, lead our team to propose changes in order to improve on environmental performance.

We first examined the existing structural system and secondary systems. By building study models in 3d space and physical, and analyzing the facade using shading software tools, we began noticing areas of possible improvement.

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Insulated Glass Vision Panel units

Aluminum Section with Rubber Gasket

Steel Beam Reinforced Concrete Slab (Seismic Load) Insulation

This iteration of the National Museum of African American History was aimed to deflect light at the harshest corner on the building, the Southwest.

The tiered, sawtooth design in both plan and section diffused the light before it reaches the interior of the building.

This was to improve on the original design where the light could easily get into the building directly from above. The lack of harsh shadows on the interior of the building showed that the panel orientation performs as intended.

Anchor Washer Continuous Grade Beam (Seismic Load)

2PLY Elsatometric Membrane 1/2” Cement Board

4” Rigid Insulation 5/6” Cement Board

Steel Decking Structural Steel Steel Structural Bolts Steel Structural Foundation Footing (Lateral Load) Steel Structural Column (Lateral Load)

South East corner section

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The Sh a p e o f K now l edge Design Studio SPRING 2017 ( 2GBX ) Instructor: Kristy Balliet Team: Marius Laurinkus + Qi Jia

Our studio focused on an architecture that challenges the presumption of an architectural front and engages a design discussion centered on a multitude of orientations. A set of architectural profiles, seemingly unrelated, in order to create an architectural mass and volume(s) that oscillate between singular and multiple, hidden and exposed – to design a building that is all front. Our version of architecture ‘in the round’ will engage volumetric layering to both highlight and blur transitions.

The existing relationship of Sci Arc’s historic building to its Arts District neighborhood is minimized by the surrounding industrial and large scale residential buildings. After examining the access points, visibility, and circulation patterns of the public, we can conclude that Sci Arc’s presence in the community and it’s prominence could be enhanced.

Our proposal is to place an architectural front, at the end of the visual corridor that connects Sci Arc to the Arts District.

A prominent public tower, will anchor this institution’s visual wayfinding and offer an inviting access point for the multitude of public programs taking place here. The tower typology allows us to design various public spaces, including galleries and an auditorium with a minimal footprint, while providing strong visual cues to the public.

A connective space from the tower is the key merger space between public and student programs. Architectural school such as Sci Arc, offers a rich environment for such interactions,

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and prides itself on this engagement. We have proposed a gallery space and an outdoor rooftop space between the tower typology and studio programs as such meeting point of interaction.

The architectural front also houses studio spaces, here academic spaces offer social interaction between various studios and provide for both, work and review sessions. We believe strongly in having a multi level interaction between the students and faculty, and foresee debate and discussion as still, being a key component of architectural study. A large atrium ties this area together and serves as its core center.

Our design also proposes a university style campus for Sci Arc. Currently there is a great deficiency in what would constitute a rich outdoor environment for higher learning. Our tower typology and studio spaces, serve another purpose in that, they act as a street barrier from the busy downtown traffic. The campus is formed in the interstitial space between our proposal and the existing Sci Arc proper, and offers a meeting point in the center. This building houses a cafe, bookstore and a library, and acts as a refuge from long studio hours.

Phase Two of this project is a 100,000 square foot residential tower, which should have a minimal footprint, in order to facilitate a larger campus for the university on the same site. We have examined the height restrictions based on the historic building code limitations, and have maximized on this envelope to produce the shape of our residential tower.

Sci Arc Extension Elevation

Architectural Front Voids

Interstitial Campus Voids

SCI-ARC Program // Phase I & II Sci Arc Extension Program // Phase I & II Auditorium

Reception // Administrative

Cafe Library Classrooms Workshops

Phase II Residential

Gallery // Exhibit

Studio Space Critique Space

Store

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Sci Arc Extension: Section 23

Sci Arc Extension: Plan // Ground Floor

Sci Arc Extension: Plan // Third Floor 24

Sci Arc Extension: Plan // Second Floor

Sci Arc Extension: Axonometric 25

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Sci Arc Extension: Campus Render 29

Ve r t i c a l D e s i g n S t u d i o The Merchant of Venice

INITIAL CONCEPT

SITE ORGANIZATION

UNIT ORGANIZATION ABOVE SITE

FALL 2017 DS 4000 ( 3GAX )

Instructor: Eric Owen Moss Team: Marius Laurinkus + Keenan Shepard

Omnipresent American affluence obscures a number of substantial social pathologies.

Walk the streets of Los Angeles from the beaches to Boyle Heights, and a primary example is readily apparent: housing for the homeless/affordable housing/ social housing is a problem ignored for decades.

The City of Los Angeles has now proposed to address this problem by providing funding, and distributing new affordable housing projects to all 15 of the city’s council districts. Previous more piecemeal strategies tended to locate affordable housing largely in the skid row area of downtown.The current urban proposition suggests the housing problem is city wide, and therefore location of new housing solutions should likewise be distributed equitably throughout the city. The studio project site is in Venice, the largest unbuilt site in that Westside venue, and will occasion both substantial public support, and substantial public opposition. The property is bounded by Pacific Avenue on the west; North Venice Boulevard on the north; South Venice Boulevard on the south; and Dell Avenue on the east.

From time to time in the architecture discourse the quality of design results are qualified by associating design results with the ‘limits’ of a particular building typology. Rather than applying an absolute qualitative standard – the project is good or it’s not – projects, particularly affordable housing, are often considered ipso facto a positive simply because they remedy a long standing societal problem. This confusion of design content with building typology cannot be our standard. Rather affordable housing should represent the highest quality of conceptual content, unmitigated by its presumed social virtues. The Venice project is a critical design and social content first step for the City of Los Angeles today. The project must perform an essential social service, and it must represent to the local community the capacity of its design to transcend the long held conventional perception that, in this typological context, social service is prioritized over design content.

As a harbinger of a new commitment to solving the affordable housing problem in Los Angeles, it’s essential this project delivers both the highest design and social content to Venice and to the City of Los Angeles. For the program to advance successfully, the project must make good on both obligations.

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INITIAL STUDY MODELS

MIDTERM CONCEPT

INTERMEDIATE ITERATIONS

2

CONCEPT DEVELOPMENT

NORTH ELEVATION SCALE: 1/64” = 1’0”

Surface defines the site and the structural make up of the building.

From the surface rib structure is developed, to serve both the site and the housing building.

GROUND PLAN SCALE: 1/64” = 1’0”

Circulation pathways are defined by planar walkways on the site and 36’ in elevation.

Units and retail/gallery spaces are attached to the structural rib system.

BELOW GRADE PLAN SCALE: 1/64” = 1’0”

DN

UP

CIRCULATION DIAGRAM

PARKING PLAN SCALE: 1/64” = 1’0”

3

EAST BLOCK SECTION SCALE: 1/16” = 1’0”

WEST BLOCK SECTION SCALE: 1/16” = 1’0”

4

FLOORPLAN 3 SCALE: 1/16” = 1’0”

FLOORPLAN 3 SCALE: 1/16” = 1’0”

EAST-WEST SECTION SCALE: 1/16” = 1’0”

EAST-WEST SECTION SCALE: 1/16” = 1’0”

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6

1st Floor

TYPE

NUMBER / FLOOR

SQFT TOTAL

Studio

9

3,258

Artist Loft

10

3,760

1 Bedroom

12

6,504

2 Bedroom

13

10,166

TOTAL APARTMENT (362 SF) STUDIO

ARTIST LOFT (376 SF)

1 BEDROOM 1 BATH (542 SF)

Studio 2 BATH 11 2 BEDROOM (782 SF) 2nd Floor

STUDIO APARTMENT (362 SF)

ARTIST LOFT (376 SF)

1st Floor: 23,688

3rd Floor

3,982

Artist Loft

16

6,016

1 Bedroom

15

8,130

2 Bedroom

15

11,730

Studio

15

5,430

Artist Loft

9

3,384

1 Bedroom

8

4,336

2 Bedroom

7

5,474

TOTAL 1st Floor: 29, 858

TOTAL 1st Floor: 18,624

TOTAL UNIT SQ FT: 72,170 TOTAL PARKING: 428

1st Floor

1 BEDROOM 1 BATH (542 SF)

TYPE

NUMBER / FLOOR

Studio

9

Artist Loft

10

3,760

1 Bedroom

12

6,504

2 Bedroom

13

10,166

Studio 2 BEDROOM 2 BATH (782 SF) 2nd Floor

3rd Floor

SQFT TOTAL 1 BEDROOM 1 BATH (542 SF) 3,258

11

3,982

Artist Loft

16

6,016

1 Bedroom

15

8,130

2 Bedroom

15

11,730 1st Floor

Studio

15

Artist Loft

9

3,384

1 Bedroom

8

4,336

TYPE

1st Floor

2nd Floor

3rd Floor

NUMBER / FLOOR

7

TOTAL 1st Floor: 23,688

9

3,258

Artist Loft

10

3,760

1 Bedroom

12

6,504

2 Bedroom

13

10,166

Studio

11

3,982

Artist Loft

16

6,016

1 Bedroom

15

8,130

2 Bedroom

15

11,730

Studio

15

5,430

Artist Loft

9

3,384

1 Bedroom

8

4,336

2 Bedroom

7

5,474

NUMBER / FLOOR

SQFT TOTAL

Studio

9

3,258

10

3,760

1 Bedroom

12

6,504

2 Bedroom

13

10,166

Studio

11

3,982

Artist Loft 2nd Floor 1st Floor: 18,624

16

6,016

1 Bedroom

15

8,130

TOTAL UNIT SQ FT:2 72,170 Bedroom TOTAL PARKING: 428

15

11,730

Studio

15

5,430

Artist Loft

9

3,384

1 Bedroom

8

4,336

2 Bedroom

7

5,474

5,474

TOTAL

SQFT TOTAL

Studio

TYPE

TOTAL 1st Floor: 29,Loft 858 Artist

5,430

STRUCTURE DIAGRAM

2 Bedroom

2 BEDROOM 2 BATH (782 SF)

3rd Floor

TOTAL 1st Floor: 23,688

TOTAL 1st Floor: 23,688

TOTAL 1st Floor: 29, 858

TOTAL 1st Floor: 18,624

TOTAL UNIT SQ FT: 72,170 TOTAL PARKING: 428

TOTAL 1st Floor: 29, 858

TOTAL 1st Floor: 18,624

TOTAL UNIT SQ FT: 72,170 TOTAL PARKING: 428

STRUCTURE DIAGRAM

STRUCTURE DIAGRAM

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8

1] COMPOSITE ALUMINUM PANEL ROOF ASSEMBLY

D esign De ve lo p ment AS 3222 FALL 2017

COMPOSITE ALUMINUM PANEL

C-CHANNEL CLIP

2" TUBE STAND-OFF

AMAJE

FURRING CHANNEL

6" RIGID-FOAM INSULATION ALUMINUM CAP METAL SHEETING

3" METAL DECK C-CLIP CHANNEL WATER PROOFING MEMBRANE WATER PROOFING LAYER

4"x 8" STEEL TUBE

CUSTOM UNITIZED WINDOW 2 LAYERS OF 5/8" GYPSUM BOARD METAL SHEETING

Instructor: Herwig Baumgartner

6" RIGID-FOAM INSULATION

STEEL TUBE

Team: Marius Laurinkus, Aja Zarrehparvar, Andy Magner, Jose Garcia, Egil Kooberstad

3" METAL DECK

2 LAYERS OF 5/8" GYPSUM BOARD 4" TRUSS TUBE

DESIGN DEVELOPMENT FALL 2017 - TEAM 2 [Aja Zarrehparvar - Andy Magner - Jose Garcia - Marius Laurinkus - Egil de Lange Kobberstad]

W12x65

FURRING CHANNEL

PROJECT MANUAL

D’ D

EVALUATION AND DESIGN MAKING DECISION PROCESS 1. SUMMARY SUMMARIZE DD SET FOR EACH OF THE THREE PHASES AT THE BEGINNING, MIDTERM AND FINAL.

MATERIALS + SPECS 2] COMPOSITE ALUMINUM PANEL CORNER ASSEMBLY

COMPOSITE ALUMINUM PANEL

C’ C-CLIP CHANNEL

Andy Magner Jose Garcia Aja Zarrehparvar Egil Kobberstad Marius Laurinkus

WATER PROOFING MEMBRANE

BEGINNING At the beginning, the team developed a set of options for the main systems of the two buildings [the slate + the tower] mainly for the primary structural systems, for the secondary structural systems, and for the building envelope. Within the first two to three weeks and after meeting with the structural engineer consultant, the team determined the primary structural systems for both buildings, the systems continued to improve in week to week basis. During these weeks we also determined the envelope/ facade overarching system for each of the buildings, which required a first pass at the building materials and negotiations that determined which system will better fit the design concept. All these decisions took into account the original design concept and tried to keep as much of it as possible, we started to develop drawings like the site plan, floor plan, building section and building elevation advancing the project understanding of how both the structural system and the building envelop/facade system work within the space. To show how all of these systems come together, we developed a series of 2D close up details that show most of the facade conditions for both buildings. Starting to develop these early in the semester helped us determine accurate impact of the systems selection and allowed us to make changes early on in the semester.

AMAJE

6" RIGID-FOAM INSULATION

W12x65

3" METAL DECK

C STEEL TUBE

3] COMPOSITE ALUMINUM PANEL UNDERSIDE ASSEMBLY

STEEL TUBE

6" RIGID-FOAM INSULATION 3" METAL DECK METAL SHEETING WATER PROOFING MEMBRANE

B’

COMPOSITE ALUMINUM PANEL

4] CONCRETE FLOOR ON METAL DECK ASSEMBLY

POLISHED CONCRETE FINISH FLOOR

REINFORCED CONCRETE SLAB

3" METAL DECK

MID-TERM As the semester advanced and heading towards Mid-Term, the team had a pretty accurate understanding of every system at play and they interacted with each other. For mid-term, we were able to address most of the items required to portray Primary Structural System, Secondary Structural System, Envelope/Facade System, MEP Systems, ADA, Egress, Fire Proofing and Cost Estimate. While our submission for mid-term was quite cohesive, many items regarding code requirements, product specification, environmental stewardship among others were items to look back into and revise for the final submission.

FINAL During the last weeks of the process, the team’s main focus was to make revisions per Mid-Term comments. This mainly applied to the close-up 2D Details and 3D Details, these a very powerful drawings that can tell the entire story of the building, and therefore making them a crucial component of set. At this stage of the process, the team has produced a set of drawings that show the design development of a fairly complex building which gets very close to a set of drawings that one can find in really world practice to develop drawings like the site plan, floor plan, building section and building elevation advancing the project understanding of how both the structural system and the building envelop/facade system work within the space. To show how all of these systems come together, we developed a series of 2D close up details that show most of the facade conditions for both buildings.

11 Starting to develop these early in the semester helped us determine accurate impact of the systems selection and allowed us to make changes early on in the semester.

3" METAL DECK STEEL TUBE

6" RIGID-FOAM INSULATION

COMPOSITE ALUMINUM PANEL

B

A’

5] COMPOSITE ALUMINUM PANEL WALL ASSEMBLY + GROUND ASSEMBLY METAL STUD @16" ON CENTER

2 LAYERS OF 5/8" GYPSUM BOARD

A POLISHED CONCRETE FINISH FLOOR

Z-CLIP CHANNEL COMPOSITE ALUMINUM PANEL

TOPPING SLAB C-CLIP CHANNEL

6" RIGID-FOAM INSULATION

WATER PROOFING MEMBRANE

METAL SHEETING

SHEAR WALL + FOUNDATION CONNECTION

EXTERIOR CONCRETE PAVERS

REINFORCED CONCRETE FOUNDATION SLAB

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MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

1

A6

MEAJA

Unitized Glass System

MARIUSEGILAJAJOSEANDREW

Aluminum Panel Rain Screen

ARCHITECTURE ARCHITECTURE TEAM MEAJA

1

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

A5

Unitized Glass System

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

Aluminum Panel Roof Assembly

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP

Lateral Roof Truss

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Mega Truss

Nous Engineering

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review DateSte. & Issue Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Check By Matthew Melnyk XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

BY: ANDY MAGNER Finish Composite Aluminum Roof Panel

Unitized Glass Skylight

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

1

A2

SHEET NAME Mega Chunk ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

13

SHEET NUMBER

14

COMPOSITE ALUMINUM PANEL ROOF ASSEMBLY W/ UNITIZED GLASS SKYLIGHT

MEAJA MEAJA

W18 roof beam 5/8” finish drywall

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

3” metal deck c-channel (locks into panels)

z-channel

6” rigid insulation panel

6” rigid insulation panel

finish folded aluminum panel

6” air gap for roof drainage

MEAJA

finish folded aluminum panel

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE ARCHITECTURE TEAM MEAJA

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Check Matthew Melnyk By XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

BY: ANDY MAGNER / JOSE C GARCIA 3

A3

2

A3

KEY PLAN: KEY PLAN: SCI-Arc Addition

finish floor topping slab

custom inslated glass unit

6” concrete slab

mullion top cap

3” metal deck W18 floor framing beam W21 floor perimeter beam 5/8” finish drywall

3

A3

custom welded 24” steel ‘seam’ channel

PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A2 - FACADE PROJECT NAME CHUNK.3dm FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

1

A2

COMPOSITE ALUMINUM PANEL ROOF W/ UNITIZED GLASS SKYLIGHT 1 A2

FACADE CHUNK -

SHEET NAME Mega Chunk Facade Chunk ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A2

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

15

SHEET NUMBER

16

COMPOSITE ALUMINUM PANEL ROOF ASSEMBLY

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MEAJA

COMPOSITE ALUMINUM PANEL

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE ARCHITECTURE TEAM MEAJA

RIGID INSULATION

COMPOSITE ALUMINUM PANEL

C-CHANNEL CLIP

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP

2" TUBE STAND-OFF

WATERPROOFING MEMBRANE

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

2 LAYERS OF 3" RIGID-FOAM INSULATION

ALUMINUM CAP

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Matthew Melnyk Check By XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

3" METAL DECK C-CLIP CHANNEL

11

4"x 8" STEEL TUBE

WATERPROOFING MEMBRANE

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

CUSTOM UNITIZED WINDOW

2 LAYERS OF 5/8" GYPSUM BOARD

RIGID INSULATION

STEEL TUBE

BY: JOSE C GARCIA

3" METAL DECK

2 LAYERS OF 5/8" GYPSUM BOARD

4" STEEL TUBE

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

W12x65

SCI-Arc Addition

FURRING CHANNEL

FILE NAME A0.0 - MEGACHUNK.3dm A4_3D Detail [P1 Roof].3dm PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk 3D Detail Roof] ARCHITECT OF[P1 RECORD SHEET NAME

17.00001.00

A1 A1 A4

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm 1 A4

WINDOW + METAL PANEL JOINT DETAIL -

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

17

SHEET NUMBER

18

ALUMINUM PANEL RAINSCREEN ASSEMBLY

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MULLION CAP

MEAJA

I-BEAM COLUMN

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE TEAM MEAJA ARCHITECTURE

UNITIZED GLASS WALL SYSTEM

Contact: Aja Zarrehparvar Andy Magner Contact: Marius Laurinkus Aja Zarrehparvar Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

POLISH CONCRETE FINISH FLOOR

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Matthew Melnyk By Check XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

TOPPING SLAB

12" CONCRETE SLAB COMPOSITE ALUMINUM PANEL

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

RUBBER JOINTS WALL BASE

SLAB CONNECTION PLATE BATT INSULATION FURRING CHANNEL

BY: JOSE C GARCIA

COMPOSITE ALUMINUM PANEL 5/8" GYPSUM CEILING

C-CLIP CHANNEL

5/8" GYPSUM WALL

KEY PLAN: KEY PLAN: SCI-Arc Addition

2 LAYERS OF 3" RIGID-FOAM INSULATION METAL STUD @ 16' O.C.

PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00

WATERPROOFING MEMBRANE

PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A5_3D Detail [P2 Floor].3dm PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk 3D Detail Floor] ARCHITECT OF[P2 RECORD SHEET NAME

17.00001.00

A1 A1 A5

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

1 A5

EXTERIOR WALL DETAIL [PHASE II] 2"=1'-0"

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

19

SHEET NUMBER

20

UNITIZED CURTAIN WALL SYSTEM

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MEAJA

RUBBER JOINT

CUSTOM UNITIZED GLASS PANEL

ALUMINUM MULLION CAP

RUBBER JOINT

RUBBER JOINT ALUMINUM CORNER PANEL

ALUMINUM MULLION

COMPOSITE ALUMINUM PANEL

RIGID INSULATION

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE TEAM MEAJA ARCHITECTURE

Contact: Aja Zarrehparvar Andy Magner Contact: Marius Laurinkus Aja Zarrehparvar Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com

COMPOSITE ALUMINUM GUTTER W/ SLOPED BOTTOM

MEP

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

STEEL I-BEAM

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Matthew Melnyk By Check XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

CONNECTION ANGLE ANGLE REINFORCEMENT PLATE

RIGID INSULATION 11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

STEEL I-BEAM ROOF STRUCTURE

Check

HB/BZ HB/BZ

CUSTOM UNITIZED GLASS PANEL

ALUMINUM MULLION BY: JOSE C GARCIA

RUBBER JOINT W12x65 COLUMN ALUMINUM MULLION CAP

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A6_3D Detail [P2 Roof].3dm PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

1 A6

WINDOW + METAL PANEL JOINT DETAIL -

SHEET NAME Mega Chunk A6_3D Detail [P2 Roof] ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A6

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

21

SHEET NUMBER

22

SYSTEM NAME

SYSTEM IMAGE

COMPOSITE PANEL ASSEMBLY

METAL RAINSCREENS

STRUCTURAL LINER TRAYS

SYSTEM DESCRIPTION Composite panel systems provide simplified wall assembly in single panel form. Panels have interlocking joints, and can accommodate custom windows and door additions. The panels can be assembled either vertically or horizontally.

With two or four-sided joint components. This was chosen for most of the aluminum cladding on Phase 1 and Phase 2.

Rainscreens allow space between materials in order for water to pass through open joints, or partially open joints. The space between allows for easy drainage of water from a building’s facade.

This was used for Phase 2.

A structural liner tray uses a deep structural profile.

Then a slab of insulation is inserted into the system on site. Because they are connected to the primary structural system, it removes the requirement for a secondary structural system to support the facade. While this could have been a viable choice, it did not fit the aesthetic of the project.

PROS/CONS PROS: simple and efficient construction, hidden support structure

MEAJA MEAJA

CONS: labor intensive (based on size and number of connections)

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MEAJA MARIUSEGILAJAJOSEANDREW

ARCHITECTURE

PROS: clean surface, water is redirected away from building

TEAM MEAJA ARCHITECTURE 960 E 3rd St. TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: 305-9436 E: (813) contact@jawsdhall.com info@meaja.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

CONS: panel size is

dependent on sheet metal size, panel geometry and design may be restricted

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

PROS: lightweight material,speed of installment, low cost for material and installment, alternative to the composite panel

MEP

Lyzun Engineering ENGINEERING

Jamey Lyzun Check By Contact: XXX XXX Matthew Melnyk By Check XXX XXX

Issue

By XXX XXX

Nous Engineering Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 XX/XX/XX For Review F: (813) 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

CONS: thermal bridging, lack of a plastic portal frames, the absence of side rails can create issues when attempting to provide restraint to inside flange, need extra material for acoustic performance

Contact:

960 E 3rd St.Date & Issue Description Issue

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

GLASS STICK SYSTEM

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: 627-6687 F: (213) (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W: www.jawsdhall.com E: contact @nousengineering.com W: www.nousengineering.com

11

Stick systems are fieldbased constructed facade systems that create glazed walls comprised of mullions and transoms.

Installation of this system occurs on site during the time of construction.

Contact: Aja Zarrehparvar Andy Magner Contact: Aja Zarrehparvar Marius Laurinkus Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

Check

HB/BZ HB/BZ

PROS: Design of

gridded system is flexible. Allowing for varying sizes, continuity of framing required ensures that drainage will occur effectively

CONS: cost of labor increases due to on-site construction BY: AJA ZARREHPARVAR

UNITIZED GLASS CURTAIN WALL SYSTEM

STEEL-FRAMED GLAZING

Similar to the stick system, unitized systems are comprised of mullions and transoms, but they are prefabricated prior to installation in the field.

Unitized systems provide a specifically calculated grid system and are most common in curtain wall construction. Glass unitized system was the best and most efficient system to use.

Steel-framed systems are made from thin frames of rolled steel and utilize double glazing, most commonly, with single-glazing available as an option. There is a wide variety of standard sections of steel profiles, and fully glazed walls are also possible.

PROS: simple and efficient construction, most common type among commercial CONS: limited design

options

KEY PLAN:

DESCRIPTION

PROS: thin sight lines, fire resistant properties CONS: fixed lights

and window openings, windows are more vulnerable at bottom edges, drainage can be complicated

The new addition to SCIArc is composed of two different building types, each with very specific functionality and therefore formal characteristics. Therefore, each building is structurally treated differently. The phase I building uses a creative truss and beam system to hold up the cantilever. The phase II building uses a typical column and beam grid to hold up the housing tower. It also utilizes a typical curtain wall system.

KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

Herwig PROJECT NAMEBaumgartner/Brian Zamora ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A7-Selection PROJECT NAME of Building Envelope Systems.3dm FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora Envelope Systems

SHEET NAME Mega Chunk Selection Building ARCHITECT OFofRECORD SHEET NAME

17.00001.00

A1 A1 A7

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

SHEET NUMBER

23

A1

24

MATERIAL

ANODIZED ALUMINUM PANELS

BLACK ANODIZED ALUMINUM PANELS

MATERIAL IMAGE

DESCRIPTION Aluminum panels are made up of two thin coil-coated panels that are flat and bonded to a non-aluminum core. This is the best option for the most of the two facades as it gives the correct finish and appearance to the envelopes while also easily systematized.

Black anodized aluminum is one of the most common colors of anodized aluminum. Anodizing aluminum converts the outer layer to aluminum oxide so that the finish does not chip or flake.

While the black anodized would have helped change the regularity of the aluminum panels, it was desired to keep the silver anodized as the only major feature.

PROS/CONS PROS: a very lightweight and

sturdy material, cost efficient, air and water tight buildings

CONS: not fire resistant - must be coated

ENVIRONMENTAL IMPACT -Durable material -Anodizing adds layer of corrosion protection -If not painted, maintains recyclable qualities -Life cycle increased by anodizing

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

PROS: very thin coating, extremely durable, fade resistant, good electrical insulator, inexpensive CONS: low visibility, reduced natural lights that can get into building, solar heat gain

-Black paint removes the recyclable opportunities of the aluminum -Black paint increases the solar heat gain coefficient of the material

MEAJA MARIUSEGILAJAJOSEANDREW

ARCHITECTURE TEAM MEAJA ARCHITECTURE

Contact: Aja Zarrehparvar Andy Magner Contact: Marius Laurinkus Aja Zarrehparvar Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

ZINC PANELS

CONCRETE PAVERS

STONE PAVERS

LOW E GLASS

Zinc panels are another form of a metal panel system and specifically a finish that could have been used on the project. While the tectonic and appearance was similar to what was in place for the project, there was an effort to maintain a holistic aluminum appearance.

Concrete pavers were chosen as the hardscape for the paved areas around the site. Architectural slab concrete can be used to cover large areas with a repeating pattern. This was used around the site in order to denote direction / change in path / and speak to the language of the two buildings.

Stone pavers are commonly used as a steeping stones in patios and gardens. They are usually laid individually and of a much smaller scale than concrete panels. They work more for small areas and pathways and thus were not used on the project.

Low E glass is a common form of a glazing unit that is energy efficient. While this option could have worked for the project, it did not lend itself to the project’s tectonics or aesthetic intentions.

PROS: panel system. economical, easy to install, versatile sizes and appearances CONS: develops a natural patina that may change the overall appearance of the building, do much better in tropical environments, require a layer of zinc carbonate to protect from corrosion

PROS: sturdy material, can be laid as large blocks, easy to install, sense of order and way-finding, easy and cheap to replace, cheap material CONS: prone to get dirty,

minimizes green landscape, prone to cracking, can easily stain

PROS: way-finding, creation of order and path, high variety of options and designs CONS: can easily break or come out of mold, cover only smaller surface ares, expensive when used at large scale

PROS: come as prepared unit, energy efficient, easy to replace CONS: one similar look throughout, specific construction method and installment, can be expensive

-Zinc is also a durable and recyclable material -Durable due to resistance from corrosion, low maintenance, and light weight qualities

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

-High emissions of carbon dioxide released for concrete production -Concrete must be composed of clean aggregate to have less of an environmental impact (void of trash, debris, etc.)

-If the original concrete is composed of clean aggregate, it can be recycled and used as future concrete mix

-The stone pavers are themselves not recyclable as is -If they are broken down after use on the project, they can be recycled into aggregate for concrete

-The entire assembly of an Low e glass IGU may not be recyclable, 100% of the glass is recyclable -Based on its level of contamination at the time, the glass could be used as a variety of different applications -Although a great option for the project, it did not fit for the aesthetic

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Matthew Melnyk Check By XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

BY: AJA ZARREHPARVAR

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00

BLACK TINTED GLASS

Black tinted glass is created by using a thin film laminate that can be in either applied to the interior or exterior of the glass. Really the only option for the glazing finishes that are different than the basic glazing system and finish used throughout.

PROS: heat and glare reduction,

thermal insulation, UV filtration

CONS: low visibility, reduced

natural lights that can get into building

-Tinted glass, in a dark color, allows for the building to block out much of the sunlight that could penetrate into the building.

-The glass itself can be reused or recycled in the future, similar to the low E glass

PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A8 - Construction Materials + Finishes.3dm PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora + Finishes

SHEET NAME Mega Chunk Construction Materials ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A8

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

25

SHEET NUMBER

26

2016 California Building Code Title 24, Part 2, Volume 1 Chapter 10, Means of Egress TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAXIMUM OCCUPANT LOAD OF SPACE

B

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) With Sprinkler System (feet)

49

The means of egress shall have a ceiling height of not less than 7 feet 6 inches (2286 mm).

1003.4 Floor surface

Walking surfaces of the means of egress shall have a slip-resistant surface and be securely attached

1003.6 Continuity

The path of egress travel along a means of egress shall not be interrupted by a building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the minimum width or required capacity of a means of egress component except projections permitted by this chapter. The minimum width or required capacity of a means of egress system shall not be diminished along the path of egress travel.

100

1005.3.1 Stairways

2

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MARIUSEGILAJAJOSEANDREW

Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half.

1006.2.2.5 Vehicular ramps Vehicular ramps shall not be considered as an exit access ramp unless pedestrian facilities are provided.

300 gross 30 net 7 net 5 net 15 net 50 gross 20 net

1007.1.1 Two exits or exit access doorways Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them. Interlocking or scissor stairways shall be counted as one exit stairway

Occupancy Type : R

1009.6.1 Travel distance

The maximum travel distance from any accessible space to an area of refuge shall not exceed the exit access travel distance permitted for the occupancy in accordance with Section 1017.1.

Occupancy Load: 20

1009.6.3 Size

Each area of refuge shall be sized to accommodate two wheelchair spaces that are not less than 30 inches by 48 inches (762 mm by 1219 mm). The total number of such 30-inch by 48-inch (762 mm by 1219 mm) spaces per story shall be not less than one for every 200 persons of calculated occupant load served by the area of refuge. Such wheelchair spaces shall not reduce the means of egress minimum width or required capacity. Access to any of the required wheelchair spaces in an area of refuge shall not be obstructed by more than one adjoining wheelchair space.

50 net 50 net 50 net 100 gross 50 gross 200 gross 200 gross

1009.9 Signage

16 9200SF: 1.8

Occupancy Type : R Occupancy Load: 20

15 7100SF: 1.8

Occupancy Type : R Occupancy Load: 20

Pivot or side-hinged swinging doors shall swing in the direction of egress travel where serving a room or area containing an occupant load of 50 or more persons or a Group H occupancy. For Group L occupancies

14 9300SF: 1.9

Occupancy Type : R Occupancy Load: 20

13 9400SF: 1.9

Occupancy Type : R Occupancy Load: 20

12 9500SF: 1.9

Occupancy Type : R

STAIR CAPACITY

Occupancy Load: 20

11 10500SF: 2.1

Occupancy Type : R

1

Occupancy Load: 20

STAIR 1 Minimum Width: 5'-9" Actual Width: 8'-0" Capacity: 228

10 10600SF: 2.1

Occupancy Type : R

Occupancy Load: 20

9 11300SF: 2.3

2

Occupancy Type : R

STAIR 2 Minimum Width: 5'-9" Actual Width: 8'-0" Capacity: 228

Occupancy Load: 20

8 11400SF: 2.3

Occupancy Type : R Occupancy Load: 20 FREIGHT ELEVATOR

MARIUSEGILAJAJOSEANDREW

17 9000SF: 1.8

Signage indicating special accessibility provisions shall be provided as shown: Each door providing access to an area of refuge from an adjacent floor area shall be identified by a sign stating: AREA OF REFUGE. Each door providing access to an exterior area for assisted rescue shall be identified by a sign stating: EXTERIOR AREA FOR ASSISTED RESCUE

1010.1.2.1 Direction of swing

SECOND FLOOR PLAN SCALE: 1’ = 50’-00” Total Area: 17,223 SF Occupancy Type: B Occupancy Load: 173

MEAJA MEAJA MEAJA MEAJA

1

The capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story

1005.7.1 Doors TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE OCCUPANT LOAD FACTOR Accessory storage areas, mechanical equipment room Exhibit Gallery Concentrated (chairs only-not fixed) Standing space Unconcentrated (tables and chairs) Dormitories Classroom area Shops and other vocational room areas Educational Library Reading rooms Stack area Locker rooms Parking garages Residential

2

1003.7 Elevators, escalators and moving walks Elevators, escalators and moving walks shall not be used as a component of a required means of egress from any other part of the building.

TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY OCCUPANT LOAD PER STORYMINIMUM NUMBER OF EXITS OR ACCESS TO EXITS FROM STORY

1-500

1003.2 Ceiling height

ARCHITECTURE ARCHITECTURE TEAM MEAJA

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 ARCHITECTURE E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com TEAM JAAME E: contact@jawsdhall.com 960 E 3rd St. W: www.jawsdhall.com

Contact: Aja Andy Jose Marious Egil

Los Angeles, CA 90013 ARCHITECTURE ENGINEERING T: (813) 305-9436 TEAM F: MEAJA (813) 305-9724 ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL E: contact@jawsdhall.com

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 W: www.jawsdhall.com Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com ENGINEERING T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com Nous Engineering W: www.nousengineering.com MEP 527 W 7th St., Ste. 701

Contact: Matthew Melnyk

Lyzun Los Engineering Angeles, CA 90014 ENGINEERING

Contact: Jamey Lyzun 960 E 3rd St.Date627-6687 T: (213) Issue & Issue Description Check By Nous Engineering E:XX/XX/XX contact @nousengineering.com Los CA 90013 Contact: 1 Angeles, Issue For Review XXX XXX Issue DateSte. & Issue Check By 527 WW: 7th St., 701Description Matthew Melnyk www.nousengineering.com T: (813) 846-5521 1 (813) XX/XX/XX For Review XXX XXX Los Angeles, CAIssue 90014 F: 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com

E: contact @nousengineering.com W: www.nousengineering.com Issue Date & Issue Description 1

XX/XX/XX Issue For Review

By XXX XXX

Check

7 10800SF: 2.2

1

Occupancy Type : R Occupancy Load: 20

6 10500SF: 2.1

Occupancy Type : R Occupancy Load: 20

Issue 11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

By XXX XXX

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

5 8500SF: 1.7

Occupancy Type : R Occupancy Load: 20

2

4 8800SF: 1.8

Occupancy Type : R

LEVEL 5 - 3000SF: 3

Occupancy Load: 20

Occupancy Type : B

3 5800SF: 1.2

Occupancy Load: 80

Occupancy Type : R

LEVEL 4 - 9800SF: 9.8

Occupancy Load: 20

Occupancy Type : B

2 5800SF: 1.2

Occupancy Type : R

Occupancy Load: 200

Occupancy Load: 20

BUILDING ENTRANCE

BY: MARIUS LAURINKUS

1 5800SF: 1.2

Occupancy Type : R Occupancy Load: 20

LEVEL 3 - 15000SF: 15

Occupancy Type : B

Occupancy Load: 300

BUILDING ENTRANCE

LEVEL 2 -13000SF: 13 Occupancy Type : B

KEY PLAN:

Occupancy Load: 150

GROUND PLAN SCALE: 1’ = 50’-00” Total Area: 13,521 SF Occupancy Type: B Occupancy Load: 136

KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig KEY PLAN: ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA

LEVEL 1 - 7100SF: 7.1 Occupancy Type : B

SCI-Arc Addition

Occupancy Load: 150

BUILDING ENTRANCE

MERRICK ST

PUBLIC WAY ACCESSIBLE PATH

ARCHITECT OF RECORD 17.00001.00 PROJECT NAME PROJECT NUMBER 17.00001.00 KEY PLAN: Herwig Baumgartner/Scott Uriu PROJECT NUMBER A0.0 ARCHITECT - MEGACHUNK.3dm OF RECORD SCI-Arc Addition FILE NAME A0.0 - MEGACHUNK.3dm A9 - Egress.3dm PROJECT NAME FILE NAME 17.00001.00 MegaPROJECT Chunk NUMBER Herwig Baumgartner/Brian Zamora SHEET NAME Mega Chunk EGRESS ARCHITECT OF RECORD A15.2_Building Section.3dm SHEET NAME FILE NAME

17.00001.00

A1 A1 A9

PROJECTA15.2 NUMBER Building Section SHEET NAME

A0.0 - MEGACHUNK.3dm FILE NAME

A9

Mega Chunk

SHEET NAME SHEET NUMBER

27

SHEET NUMBER

SHEET NUMBER

28

MEAJA MEAJA

DR

OP

9

I-A

RC

8

SC

10

13

12

11

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

8

7

7

6

0'-0"

6

5

6'-5"

6'-1"

10

9

13

12

11

AY EW IV

5'-0"

PR

PR

ME

OP

RR

E

4'-2 1/2"

6'-8"

5

4

4

3

3

RESTROOMS

2

2

1

MEAJA

-12'-0"

1 STUDIO

AUDITORIUM STAIR 4 CRITIQUE SPACE

ELEVATOR 1 STAIR 2

I

I

ELEVATOR 1

STAIR 2

MARIUSEGILAJAJOSEANDREW

H

H

STUDIO

-10'-0"

STAIR / ENTRY LOBBY

-14'-0"

CRITIQUE SPACE

ARCHITECTURE TEAM MEAJA ARCHITECTURE

MAINTAIN STAIR WIDT

STAIR / ENTRY LOBBY

G

G

STAIR 3

STAIR 1

STAIR 1

C 1 SE RAN PHAIN ENT MA

STORAGE CLOSET

MODEL DISPLAY SPACE

F

F

AREA OF REFUGE 30''X48''

E

E

E

-14'-0"

BUILDING BRIDGE

ACCESSIBLE SIGNAGE W/RAISED BRAILLE, 5'-0'' FROM GROUND TO CL OF SIGNAGE

D

D

CRITIQUE SPACE

GARAGE PARKING ENTR ANCE

PHASE 2 MAIN ENTRANCE

C

C

1'-6"

LOUNGE

STAIR 1

BIKE / RESIDENT STORAGE

2

STAIR 1

ENTRY LOBBY

B

UNIT 01

B

ELEVATOR 1

INSTRUCTIONAL SIGNAGE W/RAISED BRAILLE

ELEVATOR 1

RECEPTION

UNIT 02 LOUNGE SPACE

4

E'

LOUNGE STAIR 2

STAIR 2

A

A

UNIT 03

4

ELEVATOR LOBBY

E'

5'-0"

UNIT 04

3

4 A11

1

ADA FLOORPLAN TYPICAL FLOORPLAN

ADA FLOORPLAN GROUND ACCESS

5 A11

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Contact: Marius Laurinkus Matthew Melnyk Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E:(213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com

2

2

C' B'

ADA VERTICAL CIRCULATION 1/4"=1'-0"

1 A11

C'

ET

B'

RE

MAIL ROOM

LOUNGE

1

D'

UNIT 05

ST

D'

TH

3

LOUNGE SPACE

E4

1

Contact: Aja Zarrehparvar Contact: Andy Magner Contact: Aja Zarrehparvar Marius Laurinkus Aja Zarrehparvar Andy Magner Egil de Lange Kobberstad Andy Magner Marius Laurinkus Marius Jose C Laurinkus Garcia Egil de de Lange Lange Kobberstad Kobberstad Egil

960 E 3rd St. TEAM MEAJA CA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

MEP

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

18'-0"

SIGNAGE W/INT'L SYMBOL OF ACCESSIBILITY MOUNTED 5'-0'' ABOVE GROUND TO SIGNAGE CL

Contact: XXX XXX Check By Matthew Melnyk Check By XXX XXX XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

3'-0"

3'-0"

8'-0'' MIN

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue Issue Description Date & Issue 527 W 7th St., 701Description T: (813) 846-5521 XX/XX/XX Issue For Review Review Los Angeles, CAIssue 90014 11 (813) XX/XX/XX For F: 846-5523

INT'L SYMBOL OF ACCESSIBILITY

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

96'' MIN

2

Check

HB/BZ HB/BZ

1

96'' MIN

ACCESS AISLE FOR VAN ACCESSIBLE PARKING W/45 DEGREE GORE STRIPING

2

BY: EGIL DE LANGE KOBBERSTAD BUILDING ENTRANCE

BUILDING ENTRANCE

ADA PARKING 1/8"=1'-0"

2 A11

KEY PLAN: KEY PLAN: PLAN: KEY SCI-Arc Addition PROJECT NAMEAddition SCI-Arc BUILDING ENTRANCE

ADA SIGNAGE W/RAISED BRAILLE

PROJECT NAMEBaumgartner/Brian Zamora Herwig PROJECT NAME ARCHITECT RECORD Herwig Baumgartner/Brian Zamora MEAJAOFINC

2'-4"

2'-6"

MERRICK ST

4'-0"

5'-0"

PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER NUMBER PROJECT A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

1'-6"

1'-6"

6'' 3'-2"

1'-11 3/4"

ARCHITECT OF OF RECORD RECORD ARCHITECT 17.00001.00

FILE NAME A0.0 - MEGACHUNK.3dm A11_ADA.3dm PROJECT NAME FILE NAME NAME FILE Mega Chunk

4'-8"

4'-0"

PUBLIC WAY ACCESSIBLE PATH

Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk ADA ARCHITECT OF RECORD SHEET NAME NAME SHEET

1'-5"

5'-0"

17.00001.00

A1 A1 A11

PROJECT NUMBER 3 A11

ADA SINGLE USER RESTROOM PLAN 1/4"=1'-0"

5 A11

ADA DIAGRAM SCALE: NTS

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

31

SHEET NUMBER NUMBER SHEET

32

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MEAJA TY

ST

ER

K IC

OP

RR

PR

ME

IV

EW

AY

11

DR

9

10

13

12

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

I-A

RC

8

SC

7

0'-0"

5 TH

3 ST

RE

2

-12'-0"

1

ET

MEP

Lyzun Engineering ENGINEERING

ELEVATOR 1

Nous Engineering

TOTAL

A.18

Details Finish Concrete 5/8” Drywall Acousitc Paneling Painted Metal Panel G

S.No. 1 2 3 4

Rate SF’g 50 204,300 10 160,100 30 8,100 40 28,200 -14'-0"

Total 10,215,000 1,160,100 243,000 1,128,000 46,866,000

STAIR / ENTRY LOBBY

60 80 160 120 120 220

14,900 3,600 960 790 440 3,100

894,000 288,000 153,600 94,800 52,800 682,000 2,510,340

By XXX XXX

11

C 1 SE RAN PHAIN ENT MA

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

E

Check

HB/BZ HB/BZ

-14'-0"

GARAGE PARKING CE ENTRAN

D

4”x8” steel tube W14 edge beam Mega-Truss tops Mega-Truss web M.T. Column 5’ roof truss

81,140 264,000

Issue

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

STAIR 1

PHASE 2 MAIN ENTRANCE

C

1 2 1 2 3 4

8,140 2,400

Contact: XXX XXX Matthew Melnyk By Check XXX XXX

E

W18 floor beam 100 W21 perim. beam 110

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review DateSte. & Issue Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

-10'-0"

STAIR / ENTRY LOBBY

STORAGE CLOSET

1 2

TOTAL

Total 6,960,000 9,600,000 5,790,000 24,516,000 46,866,000

F

TOTAL STRUCTURAL STEEL

INTERIOR FINISHES

Rate SF’g 120 58,000 100 96,000 100 57,900 120 204,300

H

Details Foundation Parking Garage Cores Floor Slabs

UNROLLED ALUMINUM PANEL FACADE 179,000sf

02 STAIR 2

I

STRUCTURAL CONCRETE

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

AUDITORIUM

S.No. 1 2 3 4

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com

6 4

E4

Contact: Aja Zarrehparvar Andy Magner Contact: Marius Laurinkus Aja Zarrehparvar Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

LI

RE

NE

ET

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE TEAM MEAJA ARCHITECTURE

BY: ANDY MAGNER

STAIR 1

BIKE / RESIDENT STORAGE

ENTRY LOBBY

B

ELEVATOR 1

RECEPTION

LOUNGE SPACE

E'

A

4

STAIR 2

LOUNGE SPACE

ST

RE

ET

UNROLLED UNITIZED GLASS MAIL ROOM

65,800sf

A.18

2

H

C'

4T

02

Rate SF’g 50 121,000 5 121,000

Total 4,844,000 605,500

5,449,500

S.No. 1 2 3

Details Concrete Steel Facade

4

Finishes

5

Mechanical

1

A'

Details HVAC Fire Supression

KEY PLAN:

TRUSSES

B'

MECHANICAL

3

D'

E

SHELL COST Land Cost Soft Costs Total Project Cost

Details Aluminum Glass Drywall Interior HVAC Fire Supression

Rate($)

Quant.

200 100 50 90 40 5

179,600sf 65,800sf 160,100sf 220,100sf 121,100sf 121,100sf

550

125,000sf

@18% Total SF Cost/SF

KEY PLAN: SCI-Arc Addition

Total($) 46,866,000 2,510,340 35,920,000 6,580,000 8,000,000 19,800,000 4,844,000 605,500 125,125,840 68,750,000 34,897,651 228,773,491

PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A13_Site Plan.3dm A12_COST ANALYSIS.3dm PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

SHEET NAME COST ANALYSIS MegaPlan Chunk Site ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A12 A13

PROJECT NUMBER

235,000sf 973.50

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SCALE: 1/32" = 1'-0" 0' 8' 16'

33

32'

64'

SHEET NAME SHEET NUMBER

SHEET NUMBER

34

IV DR

9

I-A

RC

8

SC

7

MEAJA MEAJA

6 5 4

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

1 A15

3

RESTROOMS

MEAJA

2 1

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE ARCHITECTURE TEAM MEAJA

STUDIO

CRITIQUE SPACE ELEVATOR 1

I

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: 305-9724 W:(813) www.jawsdhall.com www.meaja.com E: contact@jawsdhall.com W: www.jawsdhall.com

STAIR 4

STAIR 2

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

STUDIO

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

H

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP

CRITIQUE SPACE

STAIR 3

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

G

960 E 3rd St.Date & Issue Description Issue

Nous Engineering Los CA 90013 1 Angeles, XX/XX/XX Issue For Review DateSte. Issue & Issue 527 W 7th St., 701Description T: (813) 846-5521 1 (813) XX/XX/XX For Review Los Angeles, CAIssue 90014 F: 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

STAIR 1

1 A15

F

MODEL DISPLAY SPACE

Contact: XXX XXX Check Matthew Melnyk By XXX XXX

Issue 11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

By XXX XXX

12/04/2017 FINAL REVIEW

Check

HB/BZ HB/BZ

E

2

BUILDING BRIDGE

D

CRITIQUE SPACE

BY: AJA ZARREHPARVAR

C

LOUNGE

B

STAIR 1

UNIT 01

KEY PLAN:

ELEVATOR 1

KEY PLAN: SCI-Arc Addition

UNIT 02

LOUNGE

A

ARCHITECT OF RECORD 17.00001.00

UNIT 04

3

Mega Chunk Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk Typical Floor Plan ARCHITECT OF RECORD SHEET NAME

2

ET

FILE NAME A0.0 - MEGACHUNK.3dm A14_Typical PROJECT NAME Floor Plan.3dm FILE NAME

LOUNGE

17.00001.00

A1 A1 A14

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

1

RE

PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

UNIT 05

ST

ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA

UNIT 03

C'

H

PROJECT NAMEBaumgartner/Brian Zamora Herwig

STAIR 2

D' 4T

SCI-Arc Addition

4

E' E

PROJECT NAMEAddition SCI-Arc

ELEVATOR LOBBY

FILE NAME

Mega Chunk

B'

SCALE: 1/16" = 1'-0" 0' 4' 8'

39

16'

32'

SHEET NAME SHEET NUMBER

SHEET NUMBER

A1

40

1

2

3

4

5

6

7

8

9

11

10

12

13

MEAJA MEAJA

14

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MEAJA MARIUSEGILAJAJOSEANDREW

ARCHITECTURE

ARCHITECTURE TEAM MEAJA 960 E 3rd St. TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: 305-9436 E: (813) contact@jawsdhall.com info@meaja.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

2 A17

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 1 XX/XX/XX For Review Los Angeles, CAIssue 90014 F: (813) 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

Issue 11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

Contact: XXX XXX Check Matthew Melnyk By XXX XXX

By XXX XXX

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

LEVEL 04 54'-5'' 1 A17

LEVEL 03 41'-7''

LEVEL 02 25'-8''

BY: EGIL DE LANGE KOBBERSTAD

LEVEL 01 12'-0'' LEVEL 00 0'-0'' LEVEL -01 -13'-4''

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

LEVEL -02 -32'-3''

Herwig PROJECT NAMEBaumgartner/Brian Zamora ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00

LEVEL -03 -44'-10''

PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A15_Building PROJECT NAME Section.3dm FILE NAME

Mega Chunk Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk A15 Building Section ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A15

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm FILE NAME

Mega Chunk

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

41

0' 4' 8'

16'

32'

SHEET NAME SHEET NUMBER

SHEET NUMBER

42

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

MEAJA

LEVEL 15 180'-0'' LEVEL 14 168'-0''

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE TEAM MEAJA ARCHITECTURE

LEVEL 13 156'-0''

Contact: Aja Zarrehparvar Andy Magner Contact: Marius Laurinkus Aja Zarrehparvar Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

LEVEL 12 144'-0'' LEVEL 11 132'-0''

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

LEVEL 10 120'-0''

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com

LEVEL 09 108'-0''

MEP

Lyzun Engineering ENGINEERING

LEVEL 08 96'-0''

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

LEVEL 07 84'-0''

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review & Issue Issue DateSte. 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Matthew Melnyk By Check XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

LEVEL 06 72'-0'' LEVEL 05 60'-0''

11

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LEVEL 04 54'-5'' LEVEL 03 41'-7''

LEVEL 02 25'-8''

BY: ANDY MAGNER

LEVEL 01 12'-0'' LEVEL 00 0'-0'' LEVEL -01 -13'-4''

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

LEVEL -02 -32'-3''

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00

LEVEL -03 -44'-10''

PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A16_Building PROJECT NAME Elevation.3dm FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk Building Elevation ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A16

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SCALE: 1/16" = 1'-0" 0' 4' 8'

43

16'

32'

SHEET NAME SHEET NUMBER

SHEET NUMBER

44

1 A19

MEAJA MEAJA

COMPOSITE ALUMINUM GUTTER W/ SLOPED BOTTOM

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

ALUMINUM CORNER PANEL 8"x8" STEEL TUBE CONNECTION ANGLE W12x65 COLUMN ALUMINUM MULLION EXTRUSION

MEAJA

UNITIZED GLASS WINDOW SYSTEM

MARIUSEGILAJAJOSEANDREW

1 A3

ARCHITECTURE TEAM MEAJA ARCHITECTURE

COMPOSITE ALUMINUM PANEL ROOF ASSEMBLY

CUSTOM UNITIZED WINDOW ALUMINUM MULLION EXTRUSION 6" RIGID INSOLATION

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

4"x 8" STEEL TUBE 2 LAYERS OF 5/8" GYPSUM BOARD

CONCRETE FLOOR ASSEMBLY

3" METAL DECK

5/8" GYPSUM CEILING

Contact: Aja Zarrehparvar Andy Magner Contact: Marius Laurinkus Aja Zarrehparvar Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

960 E 3rd St. TEAM MEAJACA 90013 Los Angeles, 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: (813) 305-9436 E: info@meaja.com contact@jawsdhall.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

COMPOSITE ALUMINUM PANEL

FINISH FLOOR FLAT PLATE CONCRETE SLAB 2 A3

FURRING CHANNEL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com MEP

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

CONCRETE FLOOR ON METAL DECK ASSEMBLY

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review DateSte. Issue & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

Contact: XXX XXX Matthew Melnyk By Check XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

5/8" GYPSUM CEILING FINISH FLOOR CONCRETE SLAB 3" METAL DECK I-BEAM

11

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12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

1 A20 4 A3

UNITIZED GLASS WINDOW SYSTEM

BY: JOSE C GARCIA

COMPOSITE ALUMINUM PANEL WALL ASSEMBLY + GROUND ASSEMBLY

TOPPING CONCRETE SLAB BATT INSULATION 12" CONCRETE SLAB

REINFORCED CONCRETE SHEAR WALL

5/8" GYMSUM WALL + CEILING FACADE STRUCTURE

COMPOSITE ALUMINUM PANEL

COMPOSITE ALUMINUM PANEL

6" RIGID INSOLATION

METAL STUD @ 16" O.C.

2 LAYERS OF 5/8" GYPSUM BOARD

3 A3 KEY PLAN: KEY PLAN: SCI-Arc Addition

WATER PROOFING MEMBRANE CONCRETE PAVERS FOUNDATIO REINFORCED CONCRETE SLAB

WATER PROOFING MEMBRANE

PROJECT NAMEAddition SCI-Arc

CONCRETE PAVERS FOUNDATIO REINFORCED CONCRETE SLAB

PROJECT NAMEBaumgartner/Brian Zamora Herwig

SCI-Arc Addition

ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A17_Wall Section.3dm PROJECT NAME FILE NAME Mega Chunk

5 A3

Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk WALL SECTIONS ARCHITECT OF RECORD SHEET NAME

17.00001.00

2 A17

WALL SECTION [PHASE II] 1/4"=1'-0"

1 A17

A1 A1 A17

WALL SECTION [PHASE II] 1/4"=1'-0"

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

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

45

4'

8'

SHEET NAME SHEET NUMBER

SHEET NUMBER

46

COMPOSITE ALUMINUM PANEL ROOF ASSEMBLY

MEAJA MEAJA

COMPOSITE ALUMINUM PANEL

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

C-CLIP CHANNEL

MEAJA

2" TUBE STAND-OFF COMPOSITE ALUMINUM PANEL

WATERPROOFING MEMBRANE FIBERGLASS SHEETING

ALUMINUM MULLION CAP

Z-CLIP CHANNEL 2 LAYERS OF 3" RIGID INSOLATION

CUSTOM UNITIZED WINDOW

3" METAL DECK

COMPOSITE ALUMINUM PANEL

4"x 8" STEEL TUBE

3" METAL DECK ALUMINUM MULLION EXTRUSION

Contact: Aja Zarrehparvar Contact: Andy Magner Aja Zarrehparvar Marius Laurinkus Andy Magner Egil de Lange Kobberstad Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

FIBERGLASS SHEETING STEEL ANGLE

960 E 3rd St.Date & Issue Description Issue

Jamey Lyzun Check By Contact: XXX XXX Check Matthew Melnyk By XXX XXX

Issue

By XXX XXX

6" RIGID INSOLATION

2 LAYERS OF 5/8" GYPSUM BOARD

ARCHITECTURE

ARCHITECTURE TEAM MEAJA 960 E 3rd St. TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: 305-9436 E: (813) contact@jawsdhall.com info@meaja.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: 627-6687 F: (213) (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W: www.jawsdhall.com E: contact @nousengineering.com W: www.nousengineering.com MEP

WATERPROOFING MEMBRA FURRING CHANNEL

MARIUSEGILAJAJOSEANDREW

3" METAL DECK

4"x 8" STEEL TUBE

Lyzun Engineering ENGINEERING

Nous Engineering Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 1 XX/XX/XX For Review Los Angeles, CAIssue 90014 F: (813) 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

INTERMESCENT PAINT

Contact:

Check

HB/BZ HB/BZ

2 LAYERS OF 5/8" GYPSUM BOARD

BY: JOSE C GARCIA

4" SQUARE TUBE

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora Herwig ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA

INTERMESCENT PAINT

ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

W12x65

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A18+A19+A20_2D Details.3dm PROJECT NAME FILE NAME

Mega Chunk Herwig Baumgartner/Brian Zamora SHEET NAME Mega Chunk 2D DETAIL_P1 ROOF ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A18

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm 1 A18

47

WINDOW + METAL PANEL JOINT DETAIL [PHASE I] 2"=1'-0"

FILE NAME

Mega Chunk

SCALE: 2" = 1'-0" 0' 1.5" 3"

6"

1'

SHEET NAME SHEET NUMBER

SHEET NUMBER

48

ALUMINUM PANEL RAINSCREEN ASSEMBLY

MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

UNITIZED GLASS WINDOW SYSTEM

MEAJA

W12x65

MARIUSEGILAJAJOSEANDREW

ARCHITECTURE

TEAM MEAJA ARCHITECTURE 960 E 3rd St. TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: 305-9436 E: (813) contact@jawsdhall.com info@meaja.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

C-CLIP CHANNEL

Contact: Aja Zarrehparvar Andy Magner Contact: Aja Zarrehparvar Marius Laurinkus Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

POLISHED CONCRETE FINISH FLOOR

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com

TOPPING CONCRETE SLAB

MEP

Lyzun Engineering ENGINEERING

FACADE STRUCTURE CONNECTION STEEL PLATE

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 1 XX/XX/XX For Review Los Angeles, CAIssue 90014 F: (813) 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

SLAB CONNECTION STEEL PLATE COMPOSITE ALUMINUM PANEL 12" CONCRETE SLAB

Contact: XXX XXX Matthew Melnyk By Check XXX XXX

BATT INSULATION Issue 11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

By XXX XXX

12/04/2017 FINAL REVIEW

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HB/BZ HB/BZ

U-CLIP CHANNEL

FURRING CHANNEL FACADE STRUCTURE GYMSUM WALL + CEILING BY: JOSE C GARCIA

16 GA ALUMINUM SHEATING

COMPOSITE ALUMINUM PANEL

2 LAYERS OF 3" RIGID-FOAM INSULATION KEY PLAN:

WATERPROOFING MEMBRANE

KEY PLAN: SCI-Arc Addition

5/8" GYMSUM WALL + CEILING

PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

Herwig PROJECT NAMEBaumgartner/Brian Zamora

METAL STUD @ 16" O.C.

ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

U-CLIP CHANNEL

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm A18+A19+A20_2D Details.3dm PROJECT NAME FILE NAME

Mega Chunk Herwig Baumgartner/Brian Zamora

SHEET NAME Mega Chunk 2D DETAIL_P2 FLOOR ARCHITECT OF RECORD SHEET NAME

17.00001.00

A1 A1 A19

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

1 A19

49

EXTERIOR WALL DETAIL [PHASE II] 2"=1'-0"

FILE NAME

Mega Chunk

SCALE: 2" = 1'-0" 0' 1.5" 3"

6"

1'

SHEET NAME SHEET NUMBER

SHEET NUMBER

50

Environmental Analysis

MEAJA MEAJA MEAJA MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

Psychometric Chart Reveals that a great portion of comfort hours, are located outside of the passive zone. A great deal of active comfort controls is required.

MEAJA MARIUSEGILAJAJOSEANDREW

Sun Path Diagram

Wind Rose Graph

From summer solstice to winter solstice, the sun path reveals great exposure to the roof of phase I. Phase II offers very limited shading opportunity.

The majority of the wind for the year comes from South West direction. This can offer opportunities for passive cooling, as the roof of Phase I is facing such direction.

ARCHITECTURE ARCHITECTURE

ARCHITECTURE

TEAM TEAMJAAME MEAJA 960 EE 3rd St.St. 960 3rd TEAM MEAJA Los Angeles, CACA 90013 Los Angeles, 90013 E 3rd St. T:960 (813) 305-9436 T: (813) 305-9436 F:Los 305-9724 Angeles, CA 90013 F:(813) (813) 305-9724 E:T: (813) 305-9436 E:contact@jawsdhall.com contact@jawsdhall.com info@meaja.com W:F:www.jawsdhall.com (813) 305-9724

Contact: Aja Contact: AndyAja Zarrehparvar JoseAndy Magner Contact: Marious Marius Laurinkus Aja Zarrehparvar Egil Andy Magner

Egil de Lange Kobberstad Andy Magner Marius Laurinkus Jose C Garcia Egil de Lange Kobberstad

W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

BUILDING PERFORMANCE REQUIREMENTS Envelope Criteria Title 24 Zone 9

Due to the direction of the prevailing winds, the roof acts as a wind catcher by the use of operable windows. This will allow natural ventilation to circulate through out.

4” X 8” STEEL TUBE

Solar Radiation

:

0.062

Roof

:

0.039

Glass

:

0.36

SHGC

:

0.25

MEP

Solar panel area: BIVP panels

6” RIGID INSULATION

ENGINEERING

T: (213) 627-6687 W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com W: www.nousengineering.com

COMPOSITE ALUMINUM PANEL

Wall

ARCHITECTURE ENGINEERING ENGINEERING

TEAM MEAJA Nous Engineering Contact: Nous Engineering Contact: Contact: 960 3rd St.Ste. 701 STRUCTURAL 527 W E7th St., Matthew Melnyk Aja Zarrehparvar 527 W 7th St., Ste. 701 Matthew Melnyk Los Angeles, 90013 Los Angeles, CACA 90014 Nous Engineering Andy Magner Contact: Los Angeles, CA 90014 T:527 (213) T: (813) 305-9436 Marius Laurinkus W 627-6687 7th St., Ste. 701 Matthew Melnyk T: (213) 627-6687 E:F: contact @nousengineering.com (813) 305-9724 Egil de Lange Kobberstad Los Angeles, CA 90014 contact @nousengineering.com W:E: www.nousengineering.com E: contact@jawsdhall.com T: (213) 627-6687

ENGINEERING

Lyzun Engineering Issue Date & Issue Description

By Contact: Check Jamey Lyzun XXX Check

By XXX

960 E 3rd St.Date & Issue 1 Issue XX/XX/XX Issue ForDescription Review

Nous Engineering

Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 (813) XX/XX/XX For Review F: 846-5523

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

Issue

Winter Solstice Solar Radiation

Summer Solstice Solar Radiation

Phase II building is providing shading during winter months.

Phase II building is providing no shade during the summer months, and the main roof of Phase I, is exposed to intense solar during the hottest months.

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

11

Contact: XXX XXX Matthew Melnyk Check By XXX XXX

By XXX XXX

12/04/2017 FINAL REVIEW

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CALIFORNIA ENERGY CODE California Code of Regulations, Title 24 Part 6 CRYSTALLINE SILICON Section 110.10 Mandatory Requirements for Solar Ready Buildings

BIPV SUPPORT

(b) Solar zone. (b) 1. Minimum area. The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than five feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet.

BUILDING INTEGRATED PHOTOVOLTAIC (BIPV)

BY: MARIUS LAURINKUS

(b)1. B Low-rise and high-rise multifamily buildings, hotel/motel occupancies and nonresidential buildings. The solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.

OPERABLE WINDOW

(b) 2. Orientation. All sections of the solar zone located on steep-sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. (b) 3. Shading.

No obstructions, including but not limited to, vents, chimneys, architectural features and roof mounted equipment, shall be located in the solar zone.

ACTUATOR

Crystalline Silicon More efficient, can be used as a physical shade or can be incorporated as Building Integrated Photovoltaic (BIPV)

Solar panels

COMPOSITE ALUMINUM PANEL

Due to a large planar roof of Phase I, this is an ideal option to collect large amount of energy through out the year.

The panels can be laid out on top of the roof layer and cover a large surface area in a continuous layout.

The solar radiation analysis also shows that not much shade will be cast by Phase II building, allowing for maximum exposure to sunlight.

Transparent encassing of the panels can be used as shading devices where windows are located.

Section 120.1 Requirements for Ventilation Nonresidential, high-rise residential and hotel/motel buildings shall comply with the requirements of Sections 120.1(a) through 120.1(e). (b) Design requirements for minimum quantities of outdoor air.

Every space in a building shall be designed to have outdoor air ventilation according to Item 1 or 2 below: 1. Natural ventilation Naturally ventilated spaces shall be permanently open to and within 20 feet of operable wall or roof openings to the outdoors, the openable area of which is not less than 5 percent of the conditioned floor area of the naturally ventilated space. Where openings are covered with louvers or otherwise obstructed, openable area shall be based on the free unobstructed area through the opening 2. Mechanical ventilation.

Each space that is not naturally ventilated under Item 1 above shall be ventilated with a mechanical system capable of providing an outdoor air rate no less than the larger of: The conditioned floor area of the space times the applicable ventilation rate from Table 120.1-A; or 15 cfm per person times the expected number of occupants.

2.1. Required demand control ventilation.

HVAC systems with the following characteristics shall have demand ventilation controls complying with Section 120.1(c)4: They have an air economizer; and They serve a space with a design occupant density, or a maximum occupant load factor for egress purposes in the California Building Code, greater than or equal to 25 people per 1,000 square feet (40 square feet or less per person); and They are either: Single zone systems with any controls; or Multiple zone systems with Direct Digital Controls (DDC) to the zone level.

Section 140.3 Prescriptive Requirements for Building Envelopes A building complies with this section by being designed with and having constructed to meet all prescriptive requirements in Subsection (a) and the requirements of Subsection (c) where they apply. (a) Envelope component requirements.

Exterior roofs and ceilings. Exterior roofs and ceilings shall comply with each of the applicable requirements in this subsection: Roofing products. Shall meet the requirements of Section 110.8 and the applicable requirements of Subsections i through ii: Nonresidential buildings: Low-sloped roofs in climate zones 1 through 16 shall have: A minimum aged solar reflectance of 0.63 and a minimum thermal emittance of 0.75; or A minimum solar reflectance index (SRI) of 75. ii.. High-rise residential buildings and hotels and motels: Low-sloped roofs in Climate Zones 9, 10, 11, 13, 14 and 15 shall have a minimum aged solar reflectance of 0.55 and a minimum thermal emittance of 0.75, or a minimum SRI of 64.

6. Skylights. Skylights shall: Have an area no greater than 5 percent of the gross exterior roof area (SRR); 9.Air barrier. To meet the requirement of Table 140.3-B, all buildings shall have a continuous air barrier that is designed and constructed to control air leakage into, and out of, the building’s conditioned space.

The air barrier shall be sealed at all joints for its entire length and shall be composed of: Materials that have an air permeance not exceeding 0.004 cfm/ft2, under a pressure differential of 0.3 in. w.g. (1.57 psf) (0.02 L/m2 at 75 pa), when tested in accordance with ASTM E2178; or c. The entire building has an air leakage rate not exceeding 0.40 cfm/ft2 at a pressure differential of 0.3 in w.g. (1.57 psf) (2.0 L/ m2 at 75 pa), when the entire building is tested, after completion of construction, in accordance with ASTM E779 or another test method approved by the Commission. (c) Minimum daylighting requirement for large enclosed spaces. In climate zones 2 through 15, conditioned enclosed spaces, and unconditioned enclosed spaces that are greater than 5,000 square feet and that are directly under a roof with ceiling heights greater than 15 feet, shall meet the following requirements: A combined total of at least 75 percent of the floor area, as determined in building floor plan (drawings) view, shall be within one or more of the following: Primary sidelit daylit zone in accordance with Section 130.1(d)1B, or The total floor area in the space within a horizontal distance of 0.7 times the average ceiling height from the edge of rough opening of skylights.

KEY PLAN:

SCI-Arc Addition

KEY PLAN: PROJECT NAME KEY PLAN: SCI-Arc Addition

Herwig Baumgartner/Scott Uriu

PROJECT NAME SCI-Arc Addition ARCHITECT OF RECORD PROJECT NAMEBaumgartner/Brian Zamora Herwig

17.00001.00

ARCHITECT OFINC RECORD Herwig Baumgartner/Brian PROJECT NUMBER MEAJA

Zamora

ARCHITECT OF RECORD 17.00001.00

A15.2_Building Section.3dm

PROJECT FILE NAMENUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

A15.2 Building Section

SCI-Arc Addition

FILE NAME SHEET A0.0NAME - MEGACHUNK.3dm

M3_LIGHTING SYSTEMS M1_ENVIROMENTAL SYSTEMS PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora

M1

SHEET ENVIROMENTAL SYSTEMS MegaNAME Chunk LIGHTING ARCHITECT OFSYSTEMS RECORD SHEET NAME

17.00001.00

A1 A11 M3

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME NUMBER SHEET

Mega Chunk

SHEET NAME SHEET NUMBER

53

SHEET NUMBER

54

Natural Ventilation LEVEL 15 180'-0''

Natural Ventilation is provided by operable windows in both buildings. The rooftop of building 1 contains windows that can open and act as wind catchers, positioned to capture prevailing winds. The interior floor plates also have openings that allow for vertical air circulation.

Building 2, contains operable windows inside the living units, and mechanical ventilation.

LEVEL 14 168'-0'' LEVEL 13 156'-0''

Natural Ventilation

LEVEL 12 144'-0'' LEVEL 11 132'-0'' LEVEL 10 120'-0''

MEAJA MEAJA MEAJA

LEVEL 09 108'-0'' LEVEL 08 96'-0''

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

LEVEL 07 84'-0'' LEVEL 06 72'-0'' LEVEL 05 60'-0'' 3 M2

LEVEL 04 48'-0''

MEAJA

LEVEL 03 36'-0'' LEVEL 02 24'-0'' LEVEL 01 12'-0'' LEVEL 00 0'-0''

MARIUSEGILAJAJOSEANDREW

LEVEL -01 -13'-4''

ARCHITECTURE ARCHITECTURE TEAM MEAJA ARCHITECTURE

LEVEL -02 -25'-8'' LEVEL -03 -38'-1''

Natural Ventilation strategy, section.

Rooftop operable windows are facing away from the prevailing wind direction, in order to create pressure and allow for natural ventilation to flow deep inside the cavities in the floor plates.

Natural Ventilation strategy, typical floor.

Air circulates not only from the openings in the roof, but throughout multiple levels, using floor plate openings.

Contact: Contact: Aja Zarrehparvar Aja Andy Magner Contact: Andy Marius Laurinkus Aja Zarrehparvar Jose Kobberstad Egil de Lange Andy Magner Marious Marius Laurinkus Jose C Garcia Egil Kobberstad Egil de Lange

960 E 3rd St. TEAM JAAME TEAM MEAJA Los Angeles, CA 90013 960 E 3rd St. 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 Los Angeles, CA 90013 F: (813) 305-9724 T:305-9436 (813) 305-9436 T: E: (813) contact@jawsdhall.com info@meaja.com F: (813) 305-9724 F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com W: www.jawsdhall.com

Natural Daylighting Natural daylighting strategy revolves around the rooftop openings, that provide light to the floor plate below. The floor plates contain openings and thus cary the light to the floor below. There is glazing on the side walls but the roof remains as the main natural lighting strategy. Building 2 is a more typical residential type and contains windows in all of the units carrying the light inside.

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact:

Aja Zarrehparvar 527 7th St.,CA Ste. 701 Matthew Melnyk Los W Angeles, 90013 Nous Engineering Nous Engineering Andy Magner Contact: Contact: Los Angeles, CA 90014 T: (813) 305-9436 Marius Laurinkus 527 W 527 7th St., Ste. 701 Matthew Melnyk Melnyk W 7th St., Ste. 701 Matthew T: (213) 627-6687 F: (813) 305-9724 Egil de Lange Kobberstad Los Angeles, CA 90014 Los Angeles, CA 90014 E: contact @nousengineering.com E: contact@jawsdhall.com T:627-6687 (213) 627-6687 T: (213) W: www.nousengineering.com W:contact www.jawsdhall.com E: @nousengineering.com E: contact @nousengineering.com W: www.nousengineering.com W: www.nousengineering.com

MEP

Natural Daylighting

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering Los CA 90013 Contact: 1 Angeles, XX/XX/XX Issue For Review XXX XXX Date Issue DescriptionMatthew Issue DateSte. & Issue

By Check Check 527 W Issue 7th St., 701&Description Melnyk By T: (813) 846-5521 1846-5523 Issue For Review XXX Los Angeles, CAXX/XX/XX 90014 1 (813) XX/XX/XX Issue For Review XXX XXX XXX F: T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

Issue 11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

By XXX XXX

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

Natural Daylighting strategy, typical floor.

BY: MARIUS LAURINKUS

Building 1 Natural ventilation and daylighting are organized around operable windows, located on the roof.

The roof contains skylights that are not operable as well as ones that can open, to let in ventilation.

Daylight, can penetrate inside through the roof glazing and reach multiple floor plates.

Skylight

KEY PLAN: KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAME SCI-Arc Addition SCI-Arc Addition

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Herwig Zamora PROJECT NAME

Angled Glazing

ARCHITECT OFHerwig RECORDBaumgartner/Scott Uriu Herwig Baumgartner/Brian Zamora MEAJA INC ARCHITECT OF RECORD ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 17.00001.00 KEY PLAN: PROJECTPROJECT NUMBER NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - A15.2_Building MEGACHUNK.3dm Section.3dm M3_LIGHTING SYSTEMS M2_ENVIROMENTAL SYSTEMS.3dm PROJECT NAME FILE NAME NAME Mega FILE Chunk

Window with shading

Building 2, contains a more typical natural ventilation and daylighting system.

Operable windows on the roof and unit windows can open and let in air.

Vision glass is also present in every unit to allow natural daylighting.

Mechanical ventilation and daylighting systems help support when needed.

Herwig Baumgartner/Brian Zamora

SHEET ENVIROMENTAL SYSTEMS MegaNAME Chunk A15.2 Building Section LIGHTING ARCHITECT OFSYSTEMS RECORD SHEET NAME SHEET NAME

17.00001.00

A1 A1 M2 M3 2

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

55

3 M2

Natural Ventilation & Daylighting Detail

SHEET NUMBER SHEET NUMBER

56

LEGEND ACT 1 10'-00"

CEILING TAG

MEAJA MEAJA

F1

ACT 1 (2'X2') TILE: ARMSTRONG, OPTIMA OPEN PLAN, 2'X2'X1 1/2", NRC 1.00, 60% RECYCLED CONTENT GRID: ARMSTRONG SERIES 6100 9/16" INTERLUDE XL DIMENSIONAL "T"

F1

F2

ACT 1 10'-00"

F2 F1

F2

F1

F2 F2

F1

F2

2’X2’ RETURN AIR GRILLE

F2 F2

F2 F2

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WIN

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WAP

F2

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ACT 1 10'-00"

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ACT 1 10'-00"

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WIN

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ACT 1 10'-00"

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F2

F2

001 PROVIDE CUSTOM MTL PNL SUSPENDED 6" BELOW ACP W/ RANDOMLY PLACED PENDANT FIXTURE, F4, AT THREE VARYING HEIGHTS 002 LIGHT FIXTURES TO BE INTEGRATED W/ OCCUPANCY SENSOR AND DIMMABLE SWITCHING 003 SUSPENDED LINEAR FIXTURES TO BE MOUNTED AT 18'-00" AFF 004 OPEN TO ABOVE 005 RETURN AIR THROUGH OPEN TO STRUCTURE CEILING

F2

WAP

F2 F2

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F2 F2 F2

WIN

F2

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F2

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ACT 1 10'-00"

F2

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F2

ARCHITECTURE ARCHITECTURE TEAM MEAJA ARCHITECTURE

Contact: Contact: Aja Zarrehparvar Aja Magner Andy Contact: Andy Laurinkus Marius Aja Zarrehparvar Josede Lange Kobberstad Egil Andy Magner Marious Marius Laurinkus Jose C Garcia Egil Egil de Lange Kobberstad

960 E 3rd St. TEAM JAAME TEAM MEAJA Los 960 Angeles, E 3rd 3rd St. St. CA 90013 960 E T: (813) 305-9436 Los Angeles, CA 90013 90013 Los Angeles, CA F: (813) 305-9724 T: (813) (813) 305-9436 305-9436 T: E: contact@jawsdhall.com info@meaja.com F: (813) 305-9724 F: (813) 305-9724 W: www.jawsdhall.com www.meaja.com E: contact@jawsdhall.com contact@jawsdhall.com E: W:www.jawsdhall.com www.jawsdhall.com W:

ARCHITECTURE ENGINEERING TEAM MEAJA ENGINEERING Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Contact: Andy Magner Contact: MatthewLaurinkus Melnyk Marius Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los Angeles, 90013 NousW Engineering Nous Engineering Los Angeles, 90014 T: (813) 305-9436 527 W 7th 7th St.,CA Ste. 701 527 W St., Ste. 701 T: (213) 627-6687 F: (813) 305-9724 Los Angeles, CA 90014 90014 Los Angeles, CA E: contact @nousengineering.com E: contact@jawsdhall.com T: (213) 627-6687 T: (213) 627-6687 W: www.nousengineering.com W: www.jawsdhall.com E: contact contact @nousengineering.com E: @nousengineering.com W:www.nousengineering.com www.nousengineering.com W: MEP

Lyzun Engineering ENGINEERING

Contact: Jamey Lyzun Check By

960 E 3rd St.Date & Issue Description Issue

Nous Engineering

WIN

F2

WAP

F2

KEY NOTES

F2

F2 F2

F2

F2

F2

WIRELESS ACCESS POINT

F2

F2

WIN WAP

WAP

LINEAR DIFFUSER

F2 F2

F2 F2

F2

F2

F2

F2 F2

F2

WHITE NOISE MACHINE

F2

F2

F2 ACT 1 10'-00"

F2

WIN F2

F2

F2

F2

FIRE SPRINKLER

F2

F2

F2 F2

EXIT SIGNAGE, ARROW TO DICTRATE PATH OF TRAVEL

F2

F2

WAP

F2

F2

F2

WIN

F2

F2

WAP

MARIUSEGILAJAJOSEANDREW

2’X2’ SUPPLY AIR DIFFUSER

F2

F2

F2

F2 F2

MEAJA

F1

F2

F2

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

Los CA 90013 1 Angeles, XX/XX/XX Issue ForDescription Review Issue Date & & Issue Issue Date Issue 527 W 7th St., Ste. 701Description T: (813) 846-5521 XX/XX/XX Issue For Review Review Los Angeles, CAIssue 90014 11 (813) XX/XX/XX For F: 846-5523

Contact: XXX

By XXXMelnyk Check Matthew Check By XXX XXX XXX XXX

Issue

By XXX XXX

T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

F2 F2 F2 F2 F2 WIN

F2

WAP

F2 F2 F2

SCHEDULE

F2

F2 F2

SYMBOL

F2 F2

MANUF.

DESCRIPTION

PRODUCT

NOTES

F2

F2

F2

F2

F1

F2

LIGHTOLIER

2X2 DIRECT/ INDIRECT

HP90H9S2GLR228

A direct/indirect fixture provides an even illumination & reduces glare. Practical for low to medium height spaces.

LIGHTOLIER

6” ROUND RECESSED

C6LRN-C6L 60830WLU

With lumen outputs varying from 1000 to 6000 this fixture is ideal for low and high ceiling spaces. Fixture is also dimmable and several reflectors may be specified to maximize light output.

LT 260WHT

Decorative sconce for elevator lobby

F2 F2

BY: MARIUS LAURINKUS

F2 F2 F2 F2

F2

F2

F2

F2

ACT 1 10'-00"

WIN

F2

F2 F2

WAP

F2 F2 F2

F2

F3

SkLO

F4

CUSTOM/ VISO

F2 F2 F2 F2

ACT 1 10'-00"

WIN

F2

WAP

WALL SCONCE

F2

CUSTOM PENDANT FIXTURE

ILU

Custom mtl pnl fixture w/ aggregated pendants for conference room task lighting

F2

F5

F2 F2 F2 F2

F2

F2

F2 F2

COOPER

KEY PLAN: KEY PLAN: PLAN: KEY SCI-Arc Addition

F2

BOH SUSPENDED

4ILEDB5NFL UNVL835

BOH suspended linear fixture for ambient lighting in storage and building systems rooms

PROJECT NAMEAddition SCI-Arc Addition SCI-Arc

SCI-Arc Addition

PROJECT NAMEBaumgartner/Brian Zamora PROJECT NAME Herwig

Herwig Baumgartner/Scott Uriu ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Zamora MEAJA ARCHITECT OF OF RECORD RECORD ARCHITECT 17.00001.00 PROJECT NUMBER 17.00001.00 17.00001.00 KEY PLAN: PROJECT NUMBER NUMBER PROJECT A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

F2 F2

F2

F2

F2

FILE NAME A15.2_Building Section.3dm A0.0 - MEGACHUNK.3dm M3_LIGHTING SYSTEMS PROJECT NAME FILE NAME NAME FILE Mega Chunk

Herwig Baumgartner/Brian Zamora

F2

SHEET NAME A15.2 Building Section Mega Chunk LIGHTING ARCHITECT OFSYSTEMS RECORD SHEET NAME NAME SHEET

F2 F2 WIN

F2

WAP

17.00001.00

F2

A1 M3 A1

PROJECT NUMBER

F2

F2 F2

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

SHEET NAME SHEET NUMBER

57

SECOND FLOOR REFLECTED CEILING PLAN SCALE 1.5’ = 1/16”

NUMBER SHEET NUMBER SHEET

58

SYSTEM NAME POST AND BEAM

SYSTEM IMAGE

SYSTEM DESCRIPTION A post and beam system is a structural system that consists of a series of beams (joists) supported by columns. This was chosen for the Phase 1 main structure in order to support floor plates and columns to create height.

MEAJA MEAJA

PROS: simple and efficient construction, hidden support structure

MARIUSEGILAJAJOSEANDREW MARIUSEGILAJAJOSEANDREW

CONS: cost of material, labor intensive, requires fire-proofing

and insulation costs

TRUSS SYSTEMS

A truss system replaces rafters and ceiling joists, a rigid framework of triangular members. Can support ceilings and roofs over long spans. This was chosen to be of use in Phase 1 because it allowed us to create large spans that are shaped to the building envelope.

MEAJA MARIUSEGILAJAJOSEANDREW

PROS: economical, flexible, efficient use of material CONS: maintenance affects many parts, complicated

ARCHITECTURE

geometries

SPACE FRAME

Found in large roof spans often for atypical shapes. These are lightweight form rigid structures that can create complex geometric patterns.

GRID SHELL

A gridshell system derives its strength from its double curvature (similar to a sphere, egg, dome, etc.), but is constructed of a grid or lattice geometry. These structures have proven to be some of the lightest and most efficient structural forms, and also shows as the most representative of a building or structure’s geometry.

TEAM MEAJA ARCHITECTURE 960 E 3rd St. MEAJA TEAM JAAME Los Angeles, CA 90013 960 E 3rd St. T: (813) 305-9436 Los Angeles, CA 90013 F: (813) 305-9724 T: 305-9436 E: (813) contact@jawsdhall.com info@meaja.com F: (813) 305-9724 W: www.meaja.com www.jawsdhall.com E: contact@jawsdhall.com W: www.jawsdhall.com

PROS: extremely flexible, variety of geometry, unique construction achievable CONS: can be very expensive

ARCHITECTURE ENGINEERING TEAM MEAJA Nous ENGINEERING 960 EEngineering 3rd St. STRUCTURAL

CONS: grid-shells may be labor intensive, less economical

MEP

options

Lyzun Engineering ENGINEERING

Considered to be one of the oldest forms of construction, concrete post and beam construction is used today in superstructure construction and major civil engineering projects.

CONS: form-work costs are considerably higher, shrinkage can cause cracking and strength loss One of the most common forms of floor slab construction, especially in commercial projects. Flat plate construction can span medium distances with minimal vertical interruptions.

This system proves to be more economical and efficient for tall building construction. This was the choice for Phase 2 as it is easy and efficient.

Contact:

960 E 3rd St.Date & Issue Description Issue

Jamey Lyzun Check By Contact: XXX XXX Matthew Melnyk By Check XXX XXX

Issue

By XXX XXX

Nous Engineering Los CA 90013 1 Angeles, XX/XX/XX Issue For Review Issue DateSte. & Issue 527 W 7th St., 701Description T: (813) 846-5521 Los Angeles, CAIssue 90014 1 XX/XX/XX For Review F: (813) 846-5523 T: (213) 627-6687 E: jamey.lyzun@arup.com E: contact @nousengineering.com W: www.nousengineering.com

PROS: versatile, used in highway and bridge construction, low maintenance, fire resistant, durable

FLAT PLATE

Contact: Contact: Aja Zarrehparvar Matthew Melnyk Andy Magner Contact: Marius Laurinkus Matthew Melnyk Egil de Lange Kobberstad

527 7th St.,CA Ste. 701 Los W Angeles, 90013 Nous Engineering Los Angeles, CA 90014 T: (813) 305-9436 527 W 7th St., Ste. 701 T: 627-6687 F: (213) (813) 305-9724 Los Angeles, CA 90014 E: contact @nousengineering.com E: (213) contact@jawsdhall.com T: 627-6687 W: www.nousengineering.com W: www.jawsdhall.com E: contact @nousengineering.com W: www.nousengineering.com

PROS: can be constructed from any material, large spans are possible, free-form shape, lightweight

POST AND BEAM

Contact: Aja Zarrehparvar Contact: Contact: Andy Magner Aja Aja Zarrehparvar Marius Laurinkus Andy Andy Magner Egil de Lange Kobberstad Jose Marius Laurinkus Marious Jose C Garcia Egil de Lange Kobberstad

11

Date & Issue Description XX/XX/XX Issue For Review 11/06/2017 MID-TERM

12/04/2017 FINAL REVIEW

2

Check

HB/BZ HB/BZ

PROS: simple form-work, no beams required, minimal structural depth CONS: cannot do long spans, may not support heavy loads

MOMENT FRAME

Moment frames are comprised of columns and beams, welded together to resist vertical and lateral forces -- the points of connection within the frame are designed to transfer moment as well as axial and shear forces between connecting steel members.

CONS: expensive alternative, requires a lot of welding

BRACED FRAME

A very common form of construction, braced frames serve to transfer loads, such as wind, seismic, and crane thrusts to the foundation. Bracing, usually diagonal, on buildings that use girders that are mortised into solid posts. Can be both vertical (between columns/posts, transferring loads to ground level) and horizontal (in floor plates, transferring loads to columns).

PROS: economical, easy to analyze, flexible in terms of use and efficiency CONS: can disrupt views if curtain walls systems are used for

glazing, imperfections in geometry can lead to failure

CONCRETE SHEAR WALL

BY: ANDY MAGNER / JOSE C GARCIA

PROS: greater flexibility of space when designing interiors and entryways

Concrete shear walls protect against sliding or shifting of both vertical and horizontal members upon each other in opposite directions parallel to their plane of contact. Shear walls provide lateral resistance to a building structure, carrying wind and seismic loads. This was the choice for the base of the Phase 1 construction.

PROS: practical method of constructing cores CONS: inefficient, long pouring process for concrete, can only

be constructed as project continues vertically

SOIL:

silty, clay medium stiff

FOUNDATION TYPES

CONDITIONS

PILES

soft soil, uneven subgrade, high point loads

MAT

medium stiff uneven subgrade, high point loads

PAD FOOTINGS

stiff soil, low point loads, consistent subgrade conditions

KEY PLAN: KEY PLAN: SCI-Arc Addition PROJECT NAMEAddition SCI-Arc

SCI-Arc Addition

Herwig PROJECT NAMEBaumgartner/Brian Zamora ARCHITECT OFINC RECORD Herwig Baumgartner/Brian Uriu Zamora Baumgartner/Scott MEAJA ARCHITECT OF RECORD 17.00001.00 PROJECT NUMBER 17.00001.00 KEY PLAN: PROJECT NUMBER A0.0 - MEGACHUNK.3dm

SCI-Arc Addition

FILE NAME A0.0 - MEGACHUNK.3dm S1_Structural System Selection PROJECT NAME FILE NAME Mega Chunk

Herwig Baumgartner/Brian Zamora Selection

SHEET NAME Mega Chunk Structural ARCHITECT OF System RECORD SHEET NAME

17.00001.00

A1 A1 S1

PROJECT NUMBER

A0.0 - MEGACHUNK.3dm

FILE NAME

Mega Chunk

63

SHEET NAME SHEET NUMBER

SHEET NUMBER

64

SCI-Arc VS 2594 01: Fake Facades

Assignment 5 : Facade Geo

In assignment 4, turn the Experimental Jets your Rhino models. You will now be working have a total of two models per team.

F ake Fa ca d e s Visual Studies SPRING 2017 (VS2594) Instructor: Ryan Tyler Martinez + Shawn Rassekh Team: Marius Laurinkus + Qi Jia

Letter arrangeme Experimental Jetset: Automatically Arranged Alphabets

Arrangement of cube I

Focus on having multible layers. Make sure to organize yo

DUE: February 17, 2017

30

Arrangement of cube II

February 10, 2017

ometry with Rhino

set’s Automatically Arranged Alphabets into geometry using g in groups for the remander of the semester. You should

ent

The alphabet letters are wrapped around a 3d shape derived from ZBrush, to form two distinct cube compositions. After which, an animation of each rotating cube is combined to produce a composite of the two.

Pick two different alphas for each Rhino Model.

our layers and geometry for KeyShot.

Animation of Composite Cubes 31

32

Composition of Cubes I

I

Animation of the Composition

Each individual cube is placed inside of an open one, to for a composition of the two. Both itirations feature a different cube.

Animation is produced using this new arrangement as an input.

Composition of Cubes II 33

Community Grow Design Studio

FALL 2015 University at Buffalo B/a+p Instructor: Brad Wales Team: Marius Laurinkus + Lisa Kuhn

34

35

36

37

38

39

Architecture Office Design Studio

SPRING 2014 University at Buffalo B/a+p Instructor: Brian Carter

A comprehensive studio project for an architectural office in Buffalo, NY, will examine new variations on possible structure systems. My approach is to design a structural system that not only provides primary and secondary structural support, but also defines circulation. The structural beams are formed in two main structural columns, that also expand into beams for flooring support.

The beams are also shaped to form staircases, in one flowing shape. This gives the entire structural support system fluidity and continuity.

To continue this concept, the flooring system also follows the structural idea, where it not

50

only defines the main function but also secondary. The flooring system extends upward to define the furniture and seating areas of the office. This gives a continuous shape and fluidity. Both structural and flooring systems are symbiotically merging together, instead of separate objects being built and connected together.

In an attempt to merge entire structural and flooring systems together a certain fluidity and symbiosis is achieved, that can represent the possibilities of an architectural space, and showcase the ideas of architects at their own working space.

51

52

53

54

55

56

57

Villa Emo School Design Studio

SPRING 2014, University at Buffalo B/a+p Instructor: Ludovico Centis

Villa Emo in Fanzolo, Italy is examined using the Palladian principles it was constructed by. One aspect that stands out, is the intention with which, Andrea Palladio designed the views from the villa.

The religious icons were placed at the East and West ends, while North and South opened up to the horizons.

An investigation began to examine what other intentional design moves existed in relation to the views from the villa’s openings.

A radii drawn from every opening of Villa Emo, continues until it reaches a view blocking object. Such radii are repeated from every opening with a five degree rotation. The resulting field is the totality of possible views drawn as radii from the villa.

This becomes the basis for the field diagram, which uses the villa’s view analysis as input. The input is then scaled, duplicated, and rotated in order to create the field diagram, from which a physical model is derived and built.

As it relates to the new school at the Villa, the views of the villa are brought outside of it’s overgrown protective barrier, and reflected directly inside of the school. This connection to the villa offers the students and visitors a chance to experience it, without entering the villa’s property line.

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The HUB // Wellness Center Design Studio

FALL 2014 University at Buffalo B/a+p Instructor: Anne Dafchik

A sense of movement and community gathering, is a concept for wellness. Architecture can bring people together and also accelerate the movement of the population. The site is at a merging of multitude of transportation forms, and located along the main corridor in Buffalo, NY.

Pedestrians and cyclists alike, can enter the center from multiple access points, and navigate across while experiencing a varied program within.

A continuous track between the buildings, spanning upper floors, and subterranean tunnel, and a velodrome derived ramp, offers cyclists not only a line of transportation but exercise year round.

The meeting points of organic market, cafe, sport’s auditorium, and offices, are great anchors to bring the community closer.

Potentially a commuter can leave the medical campus, stop at Wellness Center, exercise, buy food, interacts and then continue on the subway to his/her destination. It is a HUB that Buffalo can truly make their own, and keep the energy burning throughout the winter months.

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The Mandala House Design Studio

SPRING 2013 University at Buffalo B/a+p Instructor: Dennis Maher

Carlos Scarpa has deconstructed the Castelvecchio Museum in Verona, Italy in order to expose the multiple layers of history. Throughout the ages, Castelvecchio acquired layers of various building material, either for function or style.

After examining the artifact, a deconstructive method is applied, just as Scarpa, and an artifact model is produced.

The same approach is then relocated to the site in Glenn Falls, NY. The apartment building located on the site, is deconstructed into cardinal directions associated with Hindu teachings, in order to facilitate the new program of a religious school. According to Vaastu teachings, each direction provides a specific program.

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Section

Section

North-East is the e ter, and a place of w where the temple a the school is located

Physical model photo

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South-East element is fire, a symbol of deconstruction and rebirth.

This is where the existing apartment building is deconstructed and reprogrammed to house the kitchen for the school.

South-West is a element of earth, and the meditative caves are carved into the cliff here, that allow for seclusion and connection to the land. Access bridges lead directly to the dormitory.

element of waworship. This is and a pond for d.

North-West is the element of air, and the building here is designed to allow air to pass through it. The library and dinning programs are located here.

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Marius Laurinkus Southern California Institute of Architecture M.Arch II 100 Alameda St. Los Angeles, CA 90012 1 + 315-405-3133 Marius_Laurinkus@sciarc.edu Š 2017 All rights reserved. No part of this book may be reproduced in any form without written permission of copyright owner.

Marius Laurinkus

M.Arch II Southern California Insitute of Architecture