Diego Taccioli 2018 Portfolio by Diego Taccioli

PORTFOLIO ARCHITECTURE

M.Arch University of Pennsylvania B.Arch Carnegie Mellon University diego.taccioli@gmail.com 339.225.0471

diego.taccioli@gmail.com 3384 Piedmont Ave Oakland, CA 94611 339 / 225 / 0471

LEED ÂŽ GA

DESIGNER Rapid prototyping Research-based design

Tenacious, growth-focused leader with success in creating design package proposals, advanced digital modeling and interior/exterior design work. Key contributor to a variety of projects consisting of complex building cladding, landscape design, interior installations for a broad range of programs, design build structures, as well as mixed use campus master plans. Thrive most particularly when working closely with team members on deadline intensive projects with various phases of design. History of assuming a multitude of responsibilities and earning formal recognition for outstanding performance. Fluent in Spanish as well as an intermediate proficiency in Italian.

SLICE LAB / San Francisco, CA + New York City, NYC

EXPERIENCE

SUMMARY

Complex parametric modeling Concise explanatory diagrams

ENTREPRENEURSHIP

Digital to physical mock-ups Strong concept-based design

Cofounder + Designer / 2012 - Present [Cofounded, with Arthur Azoulai, a R+D design studio concentrating on digital design and fabrication consulting for clients in all fields.] Nespresso Experience Cafe / 3,200 sqft / NYC, NY Design + Fabrication consulting for Nespressoâ&#x20AC;&#x2122;s first prototype cafe in a public space - Alice Tully Hall - Lincoln Center, in NYC Custom fabricated corian tables, CNC cut cherry wood screen panels and stools sit atop a 1050sqft machine stitched super graphic rug Glade Pinecone Treehouse / 200 sqft / Santa Cruz, CA Design + Fabrication consulting for Glade on a fully suspended structure which sits between 6 giant Coastal Redwood trees. 56 Laser CNC'd steel diamond frames come together along with marine grade plywood that parallel the openings and 30ft above the forest floor.

WRNS Studio / San Francisco, CA

Designer / 2016 -

2018

Microsoft Theater & Campus / 643,000 sqft / Mt.Veiw, California Theater design with a capacity of 300 which incorporates unique parametrically developed stone exterior using Grasshopper/Rhino Ongoing consultant coordination for CD and permit package support for 2 story, Type III-B construction which incorporate over 200,000 sqft of PV & green roofs. (This project is currently under construction) El Camino Medical Office Building / 267,150 sqft / Mt.View, California Developed 100% CD package ultimately securing a permit for a LEED Silver, 8 story high rise with Type IA Construction Continued on to CA duties for foundation and garage portions of the project. (This project is currently under construction) Facebook Building 29 / 74,000 sqft / Menlo Park, California Tenant improvement office design for 1100 employees. Joined 2 warehouse buildings in an existing flood plane to create a large volume. SD, DD, CD to permit and CA support for the single story space with upgraded mezzanine including food service & event spaces

KMD ARCHITECTS / San Francisco, CA

Designer / 2010 -

2016

King Faisal University Medical Colleges Complex / 130,000 sqm / Al Ahsa, Saudi Arabia University campus comprising of four separate medical colleges. Each college includes academic buildings housing classrooms, lecture halls and faculty offices. Developed the design concept from principles of wind erosion. Used wind flow analysis to shape the exterior form. Generated a parametric undulating metal panel roof system in Grasshopper and implemented into Revit for a DD submittal. Changfeng Auto Center / 430,000 sqm / Shanghai, China Schematic design for a retail Automobile super center for SOG and SAIC. Developed an envelope concept synonymous to the exterior form of a car to focused the clientele on automobile themed sales, services and retail outlets. Parametric design within Rhino was established personify the a hierarchy in perforations on the exterior which would reflect the interior program. Zappos Corporate Headquarters / 305,000 sqft / Las Vegas, NV Tenant improvement design within the existing Las Vegas City Hall for Zappos headquarters. The unique fast moving company social environment was heavily studied and researched to be the sole driver of experiential design within the ever changing interior spaces. Worked on all phases of design/constructions: Concept Design, Schematic Design, Design Development and Construction Documents.

RESEARCH

AUTODESK - San Francisco, CA

Artist in Residence / 2015

Participated in a residency at Pier 9 as a sponsorship for Slice Lab geared toward testing out the first hardware produced by Autodesk. Primary focused on testing the capabilities of the DLP SLA Ember 3D printer and the online Spark platform. Material research preformed while operating a large range of rapid prototyping machines. The Design explorations took inspiration from the suspended weightlessness found in marine life. Analyses delicate underwater creatures such as jellyfish in an attempt to understand their body structures and movement patterns. Generative software was used to mimic and interpret these such observations. Using wax infused UP polymer resins, 3D printed design models were directly used in the lost wax casting method to create innovative unparalleled jewelry.

MINDESK - San Francisco, CA

EDUCATION

Software Developer / 2018 UX / UI development of Mindesk, a VR software plugin for Rhino which allow to 3D model in real time with a hand control interface. Collaborated with Mindesk to make the first 3D printed object through VR design. 3D modeling was done using Rhino/ HTC Vive

UNIVERSITY OF PENNSYLVANIA / Philadelphia, PA SCHOOL OF DESIGN - PENNDESIGN

Master of Architecture

/ 2011

Fabrication Lab Manager - Operated and managed 3 laser cutters, file troubleshooting, material research & experimentation

CARNEGIE MELLON UNIVERSITY / Pittsburgh, PA

Bachelor of Architecture / 2010

SCHOOL OF ARCHITECTURE

Wood Shop Manager - Supervised operations, instructed students, machine maintenance, preformed advanced carpentry

SYRACUSE UNIVERSITY / Florence, Italy

ACADEMIA

CORNELL UNIVERSITY / Ithaca, NY

Study Abroad / 2009 Summer College of Architecture / 2004

ACADEMY OF ART UNIVERSITY / San Francisco, CA Undergraduate / Graduate Instructor / 2015 - Present Instruct an introductory & advanced course in 3D modeling, scanning, preparing digital files with optimization for 3D printing. Lectured on material research for 3D printing, various printing processes, and post-processing techniques. Students are expected to preform rapid prototyping for wearable designs. Conceptual thinking and design is stressed in this course to ultimately result in a thesis. BOSTON ARCHITECTURAL COLLEGE / Boston, MA

AWARDS

PUBLICATIONS

Guest Lecturer / 2015 Lectured on topics of advanced design fabrication and process using 3D printing technologies and parametric design software. 2012

Contemporary Digital Architecture l Edition 2. February

2012

AsiaSur magazine (Peru) / Edition no. 106 pgs. 94 - 98 / February

2012

Monthly Review of Architecture and Culture / Korea / pgs. 68-75 / August

2011

eVolo Skyscrapers Limited Edition Book

2011

eVolo Architecture Magazine / July

2011

Urukia Architecture & Design Magazine

2011

FahrenheitÂ° Art and Lifestyle Magazine

2016

2nd Place: Branch Technologies 3D Printed House Design Competition

2014

1st Place: Artworth Products Lamp Design Competition

2011

Chair Competition: Selected for display at NY Chelsea Art Museum

2010

Collaborative Practice Award with Urban Build Design Studio

2007

1st Place: National Concrete Masonry Association Design Competition

2005

Merit Award in Visual Arts Recognition and Talent Search [ARTS]

2004

National Foundation for Advancement in the Arts

References readily available upon request

SOFTWARE Rhino Grasshopper Adobe CS Revit Sketch Up Auto CAD Fusion 360 Maya ZBrush Meshmixer Lumion Maxwell Endscape Showcase Viray Mindesk HTC Vive Oculus Office 365

FABRICATION 3D Printing Carpentry Laser Cutting CNC Milling Vacuum Forming Mold Casting Welding MIG/TIG

RESEARCH

PROFESSIONAL

03 09 12 13 16 17 18 19

01 02 04 05 06 07 08 10 11 14 15

Graft Tower Folium Villa Delicate Density Spine Chair Nineteen XIX Stice Cold Wrap Collaborative Markets Slice Lab R+D

King Fisal University SAIC Motor Center Hall of Justice Microsoft HQ El Camino UDBS Pavilion Medical Pavilion Prelude Cafe + Bar Glade Pinecone Zappos HQ Facebook MPK29

PRESS 2012 Contemporary Digital Architecture l Edition 2. February 2012 AsiaSur magazine (Peru) / Edition no. 106 pgs. 94 - 98 / February 2012 Monthly Review of Architecture and Culture / Korea / pgs. 68-75 / August 2011 eVolo Skyscrapers Limited Edition Book 2011 eVolo Architecture Magazine / July 2011 Urukia Architecture & Design Magazine 2011 Fahrenheit Art and Lifestyle Magazine 5

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

King Faisal University Medical colleges complex

Affiliation: KMD Architects

Al Ahsa, Saudi Arabia // 130,000 sqm

University campus comprising of four separate medical Role: Concept Design, Exterior Skins, Site Planning colleges. Each college includes academic buildings housing classrooms, lecture halls and faculty offices. The design concept sprung from principles of wind erosion. Wind flow analysis of this harsh environment were simulated in order to shape the site and exterior forms. The parametric design of the undulating metal panel roof system was generated using Grasshopper and Dynamo to be fully carried through and implemented into Revit for the DD submittal. 8-A

8-B

8-C 8-D

8-E

8-F 8-G

8-H

8-6

8-7

8-8

8-3

8-I

8-2

8-4

8-5 M AK KA

8-1

1:100 0

10m

A5.01

56 m 28 p

44 m 22 p

124 m 62 p

skylight

54 m 27 p

37 m 19 p

10.1

11 12

13 14

K 1B

16 17

9 F

6p 6p

G 7

H 5 4

3 2 J

10.1

B 12 C

13 14 H

4p 5p 7p 6p auditorium

16 17

outdoor canopy

main achademic building + library

cafeteriaD

ental

Protection from the heat and sand storms in this region of the world were main concept drivers throughout all phases of design. Strategically placement sold faced parking garages at the north west portion of the site were intended to alleviate the majority of the wind load while diverting major wind tunnels. Harnessing the wind speed as well as sand collection/disbursement were also considerations in efficiencies and to have the campus looking well kept year round. The entry plaza is cradled by the spanning canopy that connects the large auditorium with the main academic building. This piece also houses a library, gym and cafeteria and acts as the central anchor to the site. The organic roof shape was designed to reinforce the driving concept of wind flow. Spanning over 450 meters, the entire envelope contains over 5,000 metal panels which are all intergraded within the structure and mechanical system below.

structure/roof plan overlay roof system breakdown diagram diverting wind diagram auditorium elevation + plan 7

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

SAIC Motor Center Auto super mall + office complex

Shanghai, China // 430,000 sqm

Affiliation: KMD Architects

Schematic design for a retail Auto super center for SOG Role: Exterior Skin Design, Site Planning + Landscape and SAIC. The project objective was to promote and leverrendering age the influence of the automobile as an icon of modern society and its ability to draw a large audience to the retail. Intended to provide the city of Shanghai with a civic asset and public realm that will be a catalyst to further development of the Putuo District as well as a benchmark for mixed-use real estate projects at the local, regional and national level. Provides flexibility and lease/sale options for the office space. Twin office towers anchor the East and West wings of the retail complex.

rendering

The West Tower can be parceled as a separate financial entity while the East Tower is integrated with the mall. The central ‘cluster’ of office towers anchors the entire complex with ever-changing ‘urban vistas’, that open up as one drives or walks around the complex. A gently sloping ‘green plaza’ connects the Green Belt bordering the south property line with the B1 retail level, extending and integrating landscape and greenery into the complex. The envelope concept is synonymous to the exterior form of a car to focus the clientele on automobile themed sales, services and retail outlets. The design gives a distinctive formal expression to the originality and innovative nature of aerodynamic automotive design. The geometry is fluid and dynamic, recalling the formal qualities of a flowing contours of a car shell. Parametric design was used to personify the a hierarchy in perforations on the exterior to reflect the interior program. main skin system elevation site form finding diagrams design concept diagrams 9

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Graft Tower

Eco-hotel & vertical farm residence Affiliation: PennDesign In collaboration with Sizhe Chen and Tyler Wallace

San Juan, Puerto Rico // 38 story tower

The Graft Tower is a net plus resources building that pro- Role: All phases of concept, design and production vides water, food, and energy for the neighborhood. The program on the ground levels is an epicenter of commercial activity and services to support the light rail hub. The tower harbors eco-tourism hotel and living units for permanent residents. Construction of the building is unprecedented in its materials and methods. This provides the project with a new language of an interlaced meshwork of structural columns spiraling into the sky with connecting rendering fingers spreading out to the new plazas below. The structure is literally grown by grafting inoculate fibers around the basic skeletal frames of the commercial and housing rendering units. As the organic material spreads upward and around the frames more are brought from off-site and placed by a mobile crane as necessary - the post-fab process. Optimizing the frames design for natural ventilation and cooling creates a twisting tower with each unitâ&#x20AC;&#x2122;s shape stretching toward the west (as determined by wind dynamics).

rendering

Nutrient Rain Black Grey

A B C D

kitchen sink toilet shower

Water is collected at the bottom of each unit and then dispersed throughout the open framework into the vertical farming. The plants grow sporadically throughout the changing building as they are able to find water and sunlight. Living in apartments residents maintain and assist the agriculture of the building. One crucial task is to maintain the hydroponic network which also grows as the building does. This unique multi-purpose meshwork is highlighted in a yellow-green carbon fiber reinforcement. The yellow mesh not only is structural for the skins panels, but distributes water throughout the tower, and manages temperature of the panels themselves (fig 1). Condensation that is a typical problem in the Puerto Rico environment is managed by the yellow “vascular” system. Certain portions of the vascular system also distribute liquid ethanol, a product of the artificial photosynthesis skin panels, which fuels the energy demands of the building. The faceted skin allows a large variation in the electrochromatic vision panels. The stewardship of the building’s structure and

vertical farming is subsidized by the eco-tourism hotel. Residents and visitors access the tower through open vertical and horizontal circulation systems, taking advantage of the islands winds for cooling and not having to mechanically manage this part of the building’s environment (as typically seen in San Juan vernacular). tower level floor plan systems long section rendered elevation

fig. 1

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Hall of Justice Court house

Dublin, California // 150,000 sqft

Affiliation: KMD Architects

This architectural civic symbol in Alameda County shares Role: Exterior Skin Detailing + Development the site with a two-story county building. The new Courts and County facility provides a dignified civic identity where none now exists. The five-story gleaming glass and metal facade, oriented in the solar optimal east-west direction yet shaded from undue solar gain introduces a strong presence, reflecting the stability of the Court system, its accessibility and transparency. The building will achieve a LEED Silver certification at minimum in 2017 when constructions is scheduled to be finished. The repetitive louver patterning in combination with varied glass types create a provocative yet subtile ever changing glazing effect as one moves around the site.

AA 01

A 01

B 01

C 01

C.5 01

D 01

E 01

F 01

EXTERIOR WALL ASSEM LEGEND

Q 01 E.W.A.-3C

E.W.A.-3B E.W.A.-1A

E.W.A.-4 E.W.A.-4A

E.W.A.-1

36" DIA. TYP. @ COLUMN

TYP. @ PENTHOUSE ENCLOSURES ADJACENT TO E.W.A.-4

E.W.A.-1A

5 A5.22

E.W.A.-2

NO SUNSHADES

INCLUDING EAST & WEST RETURNS

Louvers throughout the project are regular in make yet slightly different in placement in terms of vertical alignment with accordance to the program within. These strategically place fins line up and wrap around the entirety of the exterior solar facing envelope.

roof overhang detail structural grid plan exterior louver details perspective line drawing

1-HR RATED CONSTRUCTION

E.W.A.-1

NO SUNSHADES

1 A5.22

ALUMINUM SWING DOOR

CONCRETE CURB, TYP.

PLANTER S.L.D.

2 H 01

J 01

K 01

K.5 01

L 01

M 01

COURTS SOUTH - WEST SIDE SCALE

1/8" = 1'-0"

N 01

P 01

E.W.A.-3B

36" DIA. TYP. @ COLUMN

E.W.A.-3C

TYP. @ CORNICE

E.W.A.-4 E.W.A.-4A E.W.A.-1A

OBLIQUE, SEE 1/A5.10

4 A5.21

NO SUNSHADES

E.W.A.-1

NO SUNSHADE S BELOW ACCENT BAND

2 A5.21

PLANTER, S.L.D.

LEVEL 8 97'-0"

TYP. @ PENTHOUSE ENCLOSURES ADJACENT TO E.W.A.-4

HEADING 1 = ALUMINUM CURTAIN WALL, ALUM SLOPED GLAZING & ALUMINUM MONOPITCH SK E.W.A.-1 EXTRUDED ALUMINUM VERTICAL FRAMING SYS IGU-1, U.O.N. SHADOW BOX ASSEMBLY (IGU WITH ALUMINUM SPANDREL & RIDGID INSULATION) EXTERIOR SUN SHADES, U.O.N. ALUMINUM PLATE FLOOR LINE BAND SEALANT AIR SPACE ALUMINUM SWING DOORS, U.O.N. ALUMINUM LOUVERS, W.O. FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-1 (FIRE RATED) EXTRUDED ALUMINUM VERTICAL FRAMING SYS IGU-1, U.O.N. SHADOW BOX ASSEMBLY (IGU WITH ALUMINUM SPANDREL & RIDGID INSULATION) ALUMINUM PLATE FLOOR LINE BAND SEALANT AIR SPACE 1" GYPSUM LINER BOARD METAL STUDS 5/8" GYPSUM BOARD INTERIOR FINISH AS SCHEDULED ALUMINUM SWING DOORS FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-1A EXTRUDED ALUMINUM FRAMING SYSTEM SHADOW BOX ASSEMBLY (IGU-1, U.O.N. WITH A PLATE SPANDREL) EXTERIOR SUN SHADES, U.O.N. SEALANT AIR SPACE 5/8" GYPSUM SHEATHING METAL STUDS GYPSUM ROOF BOARD & ROOFING MEMBRANE METAL COPING FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-1B EXTRUDED ALUMINUM SLOPED FRAMING SYST IGU-2, U.O.N ALUMINUM PLATE FLOOR LINE BAND SEALANT E.W.A.-1C EXTRUDED ALUMINUM SLOPED FRAMING SYST SHADOW BOX ASSEMBLY (IGU-2, U.O.N. WITH A PLATE SPANDREL) SEALANT AIR SPACE 5/8" GYPSUM SHEATHING METAL STUDS GYPSUM ROOF BOARD & ROOFING MEMBRANE METAL COPING FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-1D EXTRUDED ALUMINUM VERTICAL FRAMING SYS IGU-3, U.O.N. SHADOW BOX ASSEMBLY (IGU-3, U.O.N. WITH A PLATE SPANDREL & RIDGID INSULATION) EXTERIOR SUN SHADES, U.O.N. ALUMINUM PLATE FLOOR LINE BAND SEALANT AIR SPACE SWING DOORS, U.O.N. LOUVERS, W.O. E.W.A.-1E (SKYLIGHT) EXTRUDED ALUMINUM SLOPED FRAMING SYST INTERNALLY STEEL REINFORCED IGU-4, U.O.N. CONCRETE CURB HEADING 2 = INSULATED CORE METAL WALL P SYSTEM: E.W.A.-2 INSULATED CORE METAL WALL PANELS, MP-1 PANEL ACCESSORIES SECONDARY METAL FRAMING ALUMINUM WINDOWS WITH IGU-1, U.O.N. 5/8" GYPSUM BOARD INTERIOR FINISH AS SCHEDULED FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-2A INSULATED CORE METAL WALL PANELS, MP-1 PANEL ACCESSORIES SECONDARY METAL FRAMING 5/8" GYPSUM SHEATHING METAL STUDS GYPSUM ROOF BOARD & ROOFING MEMBRANE METAL COPING FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-2B INSULATED CORE METAL WALL PANELS, MP-1 PANEL ACCESSORIES SECONDARY METAL FRAMING CONCRETE SEALER CONCRETE WALL E.W.A.-2C INSULATED CORE METAL WALL PANELS, MP-1 PANEL ACCESSORIES SECONDARY METAL FRAMING ALUMINUM WINDOWS WITH IGU-3, U.O.N. 5/8" GYPSUM BOARD INTERIOR FINISH AS SCHEDULED HEADING 3 = COMPOSITE METAL WALL PANEL E.W.A.-3 COMPOSITE METAL WALL PANELS, MP-2 EXTRUDED ALUMINUM ATTACHMENT SYSTEM MOISTURE RESISTIVE AIR BARRIER, AB-1 5/8" GYPSUM SHEATHING METAL STUDS BLANKET INSULATION 5/8" GYPSUM BOARD E.W.A.-3A COMPOSITE METAL WALL PANELS, MP-2 EXTRUDED ALUMINUM ATTACHMENT SYSTEM MOISTURE RESISTIVE AIR BARRIER, AB-1 5/8" GYPSUM SHEATHING METAL STUDS GYPSUM ROOF BOARD & ROOFING MEMBRANE METAL COPING FIRE STOP ASSEMBLY UL DESIGN: E.W.A.-3B COMPOSITE METAL COLUMN COVERS, MP-2 (E PORTION) EXTRUDED ALUMINUM ATTACHMENT SYSTEM MOISTURE RESISTIVE AIR BARRIER, AB-1 5/8" GYPSUM SHEATHING METAL STUDS BLANKET INSULATION METAL STUDS COMPOSITE METAL COLUMN COVERS, MP-2 (IN PORTION) E.W.A.-3C (SOFFIT) METAL WALL PANELS, MP-2 EXTRUDED ALUMINUM ATTACHMENT SYSTEM STEEL CHANNEL SUSPENSION SYSTEM HEADING 4 = METAL WALL PANEL SYSTEMS: E.W.A.-4 METAL WALL PANEL, MP-3 AIR BARRIER, AB-2 GYPSUM SHEATHING METAL STUDS BLANKET INSULATION 5/8" GYPSUM BOARD INTERIOR FINISH AS SCHEDULED E.W.A.-4A METAL WALL PANEL, MP-3 TUBE STEEL & SUPPORTS E.W.A.-4B METAL WALL PANEL, MP-4 AIR BARRIER, AB-2 GYPSUM SHEATHING METAL STUDS BLANKET INSULATION 5/8" GYPSUM BOARD INTERIOR FINISH AS SCHEDULEd E.W.A.-4C METAL WALL PANEL, MP-4 TUBE STEEL & SUPPORTS HEADING 5 = CAST-IN-PLACE CONCRETE: E.W.A.-5 PAINT CAST-IN-PLACE CONCRETE INTERIOR FURRED WALL AND/OR FINISH AS IN HEADING 6 = CONCRETE MASONRY UNIT WAL E.W.A.-6 WATER REPELLENT COATING, ALL SIDES WHE EXPOSED TO EXTERIOR CONCRETE MASONRY UNIT

PLANTER, S.L.D.

ARCHITECTURAL CONCRETE, TYP.

COURTS SOUTH - EAST SIDE SCALE

1/8" = 1'-0"

PLOTTED: 4/27/2012 3:59:27 PM

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Microsoft Campus + Theater

Affiliation: WRNS Studio

Mt.View, California // 750,000 sqft

Microsoft theater design with a capacity of 300 intended Role: Theater Design + Consultant Coordination for main stream product releases. The exterior incorporates unique parametrically developed stone patterns developed using Grasshopper/Rhino. This 2 story, Type III-B construction incorporates over 200,000sqft of PV & green roofs. The Microsoft campus will retain 2 existing buildings throughout the full build out. The overall 1.5m sqft site lies within a delicate wetland habitat that the design responds to through proximities and integrating native planting with passive water collection and purification. inside theater theater fins unrolled R

1'-0" 5 01 SECOND STREET 4TH FLO OR, STE. 402 S A N FRAN C I S C O C ALIFORNIA 9 41 0 7 4 15 . 4 8 9 . 2 2 2 4 TEL 4 15 . 3 5 8. 9 1 0 0 FAX

LIC E

WWW.WRNSSTUDIO.COM

S AT

2.5" X 9" WOOD FIN AT 1'-0" OC

54'-0"

CONTROL ROOM WINDOW

66'-0"

40% OPEN PERFORATED WOOD 3/8" MIN DIAMETER PERFORATIONS

2" 2' X 3'FABRIC WRAPPED ACCOUSTIC PANEL

46'-0"

MICROSO SILICON VA CAMPU

54'-0"

1065 La Aveni Mountain View, C Design Team

Design Drawn Checked Date

15015.00

WRNS Project No.

P.13823

M.S. Project No.

UNROLLED THEATER UNROLLED

Approvals

112'-0"

22 ELEVATIONS 3/16" = 1'-0"

CUSTOMER

OPERATIONS Microsoft Mechanical Engineer Microsoft Cable Engineer

Microsoft Electrical Engineer Engineering Manager Security Manager FF&E

PROJECT MANAGEM Project Planner Project Manager Senior Project Manager Developement Manager Project Manager Quality Control Reviewer Quality Control FF&E

Revisions OPEN TO BEYOND

No.

Date

Description

08/04/2017

ELEV - SOUTH 23 AUDITORIUM 3/16" = 1'-0"

PERMIT SET

Registration

ELEV - WEST 11 AUDITORIUM 3/16" = 1'-0"

Key Plan A1

B4 D1

D3 F1

D4 F2

Bar Code

Sheet Title / Numb

OPEN TO BEYOND

8/8/2017 11:08:10 AM

INTERIOR ELEVATIONS THEATER

ELEV - NORTH 24 AUDITORIUM 3/16" = 1'-0"

All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.

A-L-7

ELEV - EAST 12 AUDITORIUM 3/16" = 1'-0" If this drawing is not 30"x48", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch

SHEET NOTES N.5

P.5

Q.5

R.5

S.5

1. REFER TO SHEET A-A-91 FOR A FULL LEGEND, AND A LIST OF ABBREVIATIONS

5 01 SE 4TH F SAN C ALIF 4 15 . 4 4 15 . 3

2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 3. ALL DIMENSIONS SHOWN ARE TO FINISH FACE, DIMENSIONS SHALL GOVERN, DO NOT SCALE DRAWINGS. 4. GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AS SHOWN AND THE EXISTING CONDITIONS FOR PROPER COORDINATION PRIOR TO CONTINUING WITH WORK AS SHOWN.

2'-0"

B C

2'-0"

R 60'-0"

11. ALL PARTITIONS THAT OCCUR ON EXTERIOR WINDOW MULLIONS ARE TO BE CENTERED ON THE MULLION U.O.N. WHEN NEW PARTITION INTERSECTS WINDOW MULLION, ENSURE THAT ALL OPENINGS HAVE BEEN PROPERLY SEALED BETWEEN ADJOINING SPACES. 12. ALL WALL SURFACES TO REMAIN ARE TO BE PREPARED TO RECEIVE NEW WALL FINISHES, REFER TO FINISH PLANS FOR EXTENT. 2'-0"

55 '-0 "

'-0 "

70 '-0 "

10. ALL PARTITIONS SHOWN AS "ALIGNED" ARE TO BE SMOOTH AND FLUSH WITH EXISTING CONSTRUCTION.

1/4 "

37 '-4

THEATER VESTIBULE 112.16

23 '-1

A-K-33

9. DOORS WITHOUT DOOR TAGS ARE EITHER EXISTING, OR SPECIFIED IN THE CORE-SHELL 5 5 DRAWINGS. SEE AD-20 SERIES. A-K-33 A-K-33

14. ALL DOORS USED IN CONNECTION WITH EXITS SHALL BE SO ARRANGED AS TO BE READILY 5 5 OPENED WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE FROM THE SIDE WHICH EGRESS IS BEING MADE. A-K-33 A-K-33 1'-6"

20'-0"

13. PROVIDE METAL BACKING FOR WALL MOUNTED PLASMA SCREEN(S). REFER TO A/V DRAWINGS FOR LOCATION. COORDINATE MOUNTING HEIGHT AND REQUIRED PLATE SIZE WITH AV CONSULTANT/ARCHITECT. 2'-0"

3/1

5'-

112.16

111.23B

112.15

7. ALL OPENINGS IN FIRE RATED WALLS INCLUDING THOSE FOR DUCTS, CONDUITS, PIPING, ETC., MUST BE SEALED WITH APPROVED FIRE STOP MATERIALS TO MAINTAIN FIRE RATING CONTINUITY 2 1 OF THE WALL CONSTRUCTION.

" 0'-0 R 10

W PT OR K

8. REFER TO AE SERIES SHEETS FOR LOCATIONS OF DRYWALL SOFFITS, CEILINGS, ETC.

C 2

6. GENERAL CONTRACTOR TO COORDINATE WITH MILLWORKERS AND MILLWORKER'S SHOP DRAWINGS ALL IN-WALL BLOCKING AND BRACING FOR MILLWORK TO BE EXECUTED. REFER TO ELEVATIONS, NOTES, AND DETAILS FOR EXTENT, LOCATIONS AND MOUNTING HEIGHTS.

FURNITURE STORAGE (STAGE) 112.15

D C

W PT OR K

1'-6"

51 D

WWW.W

5. GENERAL CONTRACTOR SHALL BUILD OUT PARTITIONS TO ACCOMMODATE DEPTH REQUIRED BY FIRE EXTINGUISHER CABINETS AND POWER PANELS, COORDINATE WITH FIRE PROTECTION DRAWINGS. 1

2'-0"

stone pattern diagram stone joint details theater floor plan

FF 3

1'-6" 2'-0" 1'-6" 2'-0" 1'-6"

Microsoft

W PT OR K

FF&E

Senior Pr

Develope

Project M

TYP STONE JOINT

STONE JOINT TYPE 1

Quality C

STONE JOINT TYPE 2

Quality C

E C

No.

DIM PT

3/8"

12x24 (NOMINAL)

EXTRUDED ALUMINUM CHANNEL SCREED WITH ATTACHMENT TABS

6x24 (NOMINAL)

CP SCRATCH COAT O/METAL MESH

9x24 (NOMINAL)

6x24 (NOMINAL)

9x24 (NOMINAL)

12x24 (NOMINAL)

6x24 (NOMINAL)

9x24 (NOMINAL)

12x24 (NOMINAL)

6x24 (NOMINAL)

12x24 (NOMINAL)

9x24 (NOMINAL)

6x24 (NOMINAL)

12x24 (NOMINAL)

9x24 (NOMINAL)

6x24 (NOMINAL)

9x24 (NOMINAL)

12x24 (NOMINAL)

9x24 (NOMINAL)

6x24 (NOMINAL)

12x24 (NOMINAL)

6x24 (NOMINAL)

(3) COURSES THEN REPEAT

1" RIGID INSULATION

6x18 (NOMINAL)

STO 1 15 3" = 1'-0 12x18 (NOMINAL)

12x18 (NOMINAL)

9x18 (NOMINAL)

6x18 (NOMINAL)

9x18 (NOMINAL)

VERTICAL JOINTS 5 STONE 3" = 1'-0" 6x18 (NOMINAL)

6.3

12x18 (NOMINAL)

6x18 (NOMINAL)

'-0"

9x18 (NOMINAL)

6x18 (NOMINAL)

2CM STONE VENEER SET INTO CP BROWN COAT

12x18 (NOMINAL)

DIM PT

D E

DIM PT

20'-0"

3/8"

E E

5.5

2'-0" D

3/8"

3'-6"

CONTINUOUS SASM

3/8"

2 1/2"

WORK PT

3/32" = 1'-0"

RAKED JOINT

DIM PT

1'-6" 2'-0"

STONE PANEL LAYOUT - LEVEL 1

2 1/4"

2'-0"

'-0 "

R 75'-0"

C 2'-3"

1/4"

B 1'-6"

2'-0"

'-0 "

D B

'-0" R 60

RAMP UP 1:12 A-K-33

'-0 "

112.24

3/1

5 A-K-33 CIRCULATION 112.02

WOR PT K

112.22

5'-

AV EQ ROOM 112.23

3/4" 4'-2 1/2" 5'-6

:12

IDF 112.22

112.23

ELECT MAIN 112.20

RA MP UP 1

23 '-1

ROOF ACCESS 112.21

Project M

4.2

R 60'-0"

1/4 " 37 '-4

Security M

4 C

Engineeri

" 0'-0 R 10

CONTROL ROOM 112.24

Project P

A-K-33

Microsoft

PANEL COURSING 15 STONE 1/2" = 1'-0"

3.7

1'-6"

3 A-K-33

112.11A

" 0'-0 R6

THEATER 112.01A VESTIBULE 112.01

NOT IN SCOPE (FUTURE TI SPACE)

112.25

2'-0"

R 75'-0" D

Microsoft

D D

CUSTOM

112.11B

ARCHITECTURAL CASEWORK

CORE SPACE, SEE A-D-20 SHEET SERIES.

112.01B

2'-0"

NEW TI PARTITION

(E) PARTITION TO REMAIN

EXIT STAIR 112

M.S. Proj

9'-0"

112.12

112.01C

29'-0"

C D

GREEN ROOM 112.11 CIRCULATION 112.12

P.1382

B C

3/ 16 "

15015

WRNS P

NEW CORE PARTITION, SEE A-D-20 SHEET SERIES.

23PANEL LAYOUT - LEVEL 1 11 22 STONE 3/32" = 1'-0"

Date

FIRE RATED PARTITION, SEE A-D-20 SHEET SERIES. A-K-33

2'-0"

'-0 " 10

STRUCTURAL CORE CONSTRUCTION, SSD.

A-L-70

5'-

B C

R 60'-0"

C D

1/ 4" B

37 '-4

B C

111.22B

70 '-0 "

Drawn Checked

WORK PT

55 '-0 "

Design

LEGEND

3/4"

D D

4'-2 1/2" 5'-6

THEATER/AUDITORIUM 112.10

23 '-1

R 75'-0"

D D

0" 00'R1

'-0" R 60

CC NFERENCE (L) 111.22

AIR 10 D

6x18 (NOMINAL)

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

EL CAMINO Medical Office Building Mt.View, California // 267,000 sqft Medical office building with a LEED Silver certiviation. This 8 story high is cladded with a GFRC exterior that were to simulate blades of grass. This light weight exterior paneling system allowed for quick fabrication and fast construction assembly on site. The MOB connects to the existing main hospital of El Camino Campus with a large internal courtyard and new parking garage populated with PV panels highlighting the entire top level.

GFRC details floor plan

Affiliation: WRNS Studio Role: Permit documents/ Construction Administration

main stair plan main stair section

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

UDBS Pavilion Outdoor community pavilion Wilkinsburg, PA // 1,190 sqft

Affiliation: UDBS

This project and teamâ&#x20AC;&#x2122;s success is featured in the ArchiRole: Fabrication Designer + Construction Manger tectural Record and was awarded the 2010 Collaborative Practice Award. Designed by the Urban Design Build Studio in Carnegie Mellon University. The selected site was an abandoned home in Wilkinsburg, PA. After thoughtful community feedback, students proposed an outdoor community pavilion. Taking into account that this area as a well-known socially strong culture of front porches occupancy, this idea was pushed to mimic that existing diversity of ever-changing angled roofs found around the neighborhood. Overall framing strategies were among the largest of challenges for the designed roof system, thus calling for custom fabricated joints. These were realized with plasma cut steel and later heavily galvanized to take on harsh weather conditions. On-site mock ups and structural loads were preformed which lead to many discoveries and adjustments in design and construction methods (fig 1). Final CDs were approved by the city of Pittsburgh. Fig .1

structural call out axon perspective line drawing deck floor plan

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Medical Pavilion Kaiser Permanente - America’s Cup Event Affiliation: KMD Architects

San Francisco, California // 190,000 sqft This temporary medical pavilion sponsored by Kaiser Peranente was built within Pier 29. The 1,800 sqft clinic was used to service the 23rd annual America’s Cup race events and concerts throughout the summer of 2013. Using traditional and custom connections to the existing rafters of the warehouse, the pavilion stands strong enough to house the most cumbersome of medical equipment. A custom fabricated LED filled panel wall was tailored to the desired curved form. The tight project schedule also included all shop drawings which were developed along side a constantly evolving event space. Various field verification adjustments were made accordingly. With KMD’s recently constructed Cruise Ship terminal at Pier 27, all site planning and vendor layouts were overlooked and reviewed for the events including all event locations at Marina Green, Pier 27 and Pier 29.

Role: Designer, shop drawings + event site planner

11'-0"

10'-0"

8'-0"

16'-0"

custom door detail geometry layout plan equipment plan custom panel wall elevation

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Folium Villa 3D printed residence

Affiliation: Slice Lab In collaboration with Arthur Azoulai

Chattanooga, Tennessee // 777 sqft

Chattanooga is home to a sprawling landscape which con- Role: All phases of concept, design and production tains one of the nations most densely populated vegetation. With revolutions in rapid prototyping, we envision architecture such as this design taking on construction principles of growth rather than simple assembly. Pulling inspiration from the first signs of growth found in a small sprouting plant, we formulated our concept of having architecture spring up and outward from a central point.

fig. 1

The majority of the design elements all stem from a central core. Creating an emerging wall from the center of the space allows one to fully experience the single volume while still incorporating strategic partitions for privacy. The utilities and all add on fixers are also tied back into this spine. We also found inspiration by referencing a simple leaf section and established the basis to our structural form. The arced wing like flanges of the leaf structure can take on the ability to span large unsupported spaces. The embedded beam like spines also allow for longer cantilevered shading areas along the perimeter.

fig. 2

ROOF BEAM

COLUMN

FLOOR TRADITION ASSEMBLY

FOLIUM VILLA ASSEMBLY

fig. 3

Traditional means of construction call for multiple components that are aggregated together, however, this all in one design approach we implemented in the Folium Villa is meant to encapsulate all these elements into a seamless construction and experience. Using Cellular Fabricationâ&#x201E;˘ allows virtually unlimited design freedom using economical construction materials. With an intent to create a warmer feel within and alongside the concrete interior, reclaimed Southern Red Oak was chosen as complementary material. The obvious contrast pays homage to this highly populated red oak region in Tennessee and would be a realistic locally sourced material consideration.

Lighting

Covered Driveway

Integrated Beams

Private Space

rendered reflected ceiling plan north south long section site plan + furniture layout east elevation rendered

Bath Study Central Utility Core Kitchen

Patio Living Space B

Entry Space

Entry Walk

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Prelude Cafe & Bar Nespresso Cafe in Lincoln Center New York City, New York // 200,000 sqft

Affiliation: Slice Lab

The projects aims to capture the Nespresso experience Role: Design, shop drawings, fabrication consultanting through art and culture by immersing itself in the Julliardâ&#x20AC;&#x2122;s lobby - Alice Tully Hall at the Lincoln Center for the Performing Arts in New York City. Nearly everything on the floor other than the seating has been tailor made for this space. CNC cut maple screens with powder coated steel bases sit atop a custom color graphic rug with reference to a genome. Linearly stacked Corian wrapped tables pay homage to Nespressoâ&#x20AC;&#x2122;s signature coffee packaging design.

tables elevations screen panel axon + details screen base details cafe furniture plan

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Glade Pinecone Suspended Treehouse Santa Cruz, California // 200 sqft

Affiliation: Slice Lab

In partnership with 02 Treehouse, this project was com- Role: Design, material takeoffs, shop drawings, const missioned for a Glade commercial and Vaga Brothers travel blog. The end goal was to create a space that allowed one to be fully immersed into their surroundings of the wilderness. This tree house creates a 360° floor to ceiling panoramic view of the oxygen rich forest. The structure sits between 6 giant Coastal Redwood trees and is completely suspended with an all steel ladder tethered to the its base. 56 Laser CNC’d steel diamond frames come together along with marine grade plywood that parallel the openings to suspended a super structures zome that’s peak height sits suspended over 50 feet above the forest. 16 of the windows are opperable with custom glazing reinforcing leavers frames pivoting on piston joints. The entire structure weighting 8200 lbs is fully suspended with (8) 1/2” steel winch cables all reinforced by 24 secondary tree tie offs. floor plan center section frame assembly axons

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Delicate Density Concrete Coffee Table

Affiliation: Slice Lab

Oakland, CA // 60” x 18” x 16” A concrete exploration using 3D printed molds with a goal to see how delicate, detailed and finite concrete can get while still being structurally rigid. Ultimately the focus was to create a piece of furniture that embodies an optimal balance of delicateness in form and strength in dentistry. Using 3D printing as a new way to realize concrete through its mold making ability, in interested of pushing the concretes’ natural limitation through fine geometries. The explorations were geared toward the understanding of the minimal threshold of form while still retaining the full inherent capacity of strength. Standard FDM prints create 23 pieces of PLA plastic molds that fasten together with bolts and rivets to create a large 5ft investment mold able to withstand up to 200 lbs of unreinforced Ultra High Performance Concrete. Even with absolute printing precision, the plastic can tend to crack, warp and often create uneven surfaces that require a lot of post process work. Wet polishing Demolding the top surface

Role: Design + Farbrication

Final concrete table Axon diagram of mold Sectional Flow Diagram 3D printed mold

The order of which the pieces were assembled played a huge roll in how well the pieces aggregated together to function as a water tight mold, especially when introduced to a vibration table for air bubble reduction. The concrete was fed into 10 legs that all fork off from 3 major openings at the bottom and flow downward to fill the entire cavity.

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Spine Chair 5 1/2

Wooden lounge chair

4 3/4

12 3/4

Affiliation: PennDesign

12 3/4 5 1/2

Role: Design + Fabrication

20 1/2

5 1/2

20 1/2

6 1/4

12 1/2 12 1/2 4 1/2

4 1/2

10 1/2

4 1/2

10 1/2

18 1/4

4 1/2

15 1/4

8 1/2

4 1/2

8 1/2

4 1/2

18 18

30 1/4 5 3/4

4 1/2

30 1/4

4 1/2

19 19

31 5 3/4

4 1/4

plan view detailed elevation shop drawing fabrication process diagrams section module dimensioned

4 1/4

The inspiration of this chair was derived from the structural principle of a spinal cord and the tectonics of a centipede. After much research on ergonomic seating, sizing and angles of comfort were established and thus a form began to establish itself. The lounge chair is comprised of 19 structural rib pieces of Brazilian Cherry wood and the interstitial linear structure is made from over 250 laser cut pieces of 1/4” Baltic bitch plywood. The entire lounge chair was glulamed into its final form and later shaped. Over 200 hours of grinding and finishing were needed. The chair’s design had been established entirely digitally using Grasshopper / Rhino, which allowed for constant manipulation in design. In accordance to many physical fabrication tests, the construction approach constantly evolved. With carefully calculated planning, the digital to physical transition was seamless in its overall construction. Notably exhibited in a museum display at the Chelsea Art Museum in New York City in 2010.

6 1/2

Philadelphia, Pennsylvania // 58” x 35” x 19”

26 3/4

26 3/4 7

18 18

24 3/4

6 24 3/4

6 10 1/2

14 1/4 14 1/4

8 1/4

2 3/4

8 1/4

3/4

11 3/4 11 3/4 7 3/4

4 1/2

6 1/4

4 1/2

4 1/4

24.35°

6 1/2

58 1/4

10 3 3/4 20 1/2 20 1/2

3 3/4

11 3/4

18 3/4

8 3/4

4 1/4

5 1/2

29 1/4 51

5 1/4

9 1/2

3/4

9 1/2

10 1/2

° .93 31

45.96°

15 3/4

5 3/4

° .93 31

5 3/4

4 1/2

7 3/4

5 1/4

18 3/4

35 1/2

15 3/4

4°

32.8

cut baltic birch ply wood to laser cutter bed size

lazer cut 18 sets of stack ranging from 12-27 pieces

glulam all stacks using 6 clams at minemum

sand vertabra down for smooth finish x 12

x 15 1/4”

18” 32”

prepare rough sawn cherry wood for clean cutting

lazer cut 19 cardboard rib stencils

cut all ribs acordingly with bandsaw

sand ribs down for smooth finish

16 board ft.

3/4”

8’

12”

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

ZAPPOS HQ City hall tenant improvements

Affiliation: KMD Architects

Las Vegas, Nevada // 305,000 sqft

Tenant Improvements within the previous used Las Vegas Role: Environment Design, Fabrication, Landscape City Hall building for Zappos headquarters. The unique, fast moving company environment was heavily studied and researched to be the sole driver of experiential design within the ever changing work environment. The interior ceiling and conduit systems were left exposed to encourage customization of work spaces. Beginning with Concept Design the new headquarters was taken through all phases: SD, DD, CD for the Base Building and the Interior package. The existing building conditions presented many challenging design elements which called for many custom fabricated pieces such as free standing conference rooms, ceiling racks, roof decks and seating modules.

SEE SHEET AI 0.03 FOR GENERAL NOTES AND LEGEND

A2 A3

5'-0"

B 6'-10"

ASSEMBLY WITHOUT FIXED SEATING

A4 CONF T0243

8'-0"

DN UP

AC AB A5

PHONE T0238

AD.5

CONF T0217

7'-2"

AA PHONE T0239

BREAK T0216

A6 COMMON PATH OF TRAVEL: 31'

CONF T0218

TOTAL TRAVEL DISTANCE: 101'

CONF T0242

4'2"

D FUTURE T.I. SPACE

3'-0"

6'-8" CONF T0240

At POINT OF DECISION

5'-6"

SM CONF T0227

A8 Dt

CONF T0226

CONFSM CONF T0225 T0224

LOUNGE T0229

E GB

0" 6'-

CONF T0228

STORAGE T0209

MOTHER T0204

PHONE T0203

2'-2 1/2"

COMMON PATH OF TRAVEL: 23'

POINT OF DECISION

CORRIDOR T0201

OPEN TO BELOW

OFFICE SPACE T0210

CONF T0206 POINT OF DECISION

OPEN TO BELOW

BUBBLE T0220

CONF T0205

COFFEE T0207

7'-1 1/2"

A21

6'0"

(E) SOUTH PARKING GARAGE

3'-10 1/2"

GC GD

A22

TOTAL TRAVEL DISTANCE: 112'

OFFICE SPACE T0221

OPEN TO BELOW

SM CONF T0248

89'-2 1/2"

CONF T0215

A13

OFFICE SPACE T0247

CONF T0214

CONF T0251

A11

CERTIFIED BY

OFFICE SPACE T0212

CONF T0213

CONF T0250

A24

A25

KEY PLAN

Ht A10

TOTAL TRAVEL DISTANCE: 133'

POINT OF DECISION 68'-3 1/2"

A20

(E) NORTH PARKING GARAGE

CONF T0208

CONF T0222

11.26.12 DATE

CORRIDOR T0211

COFFEE T0234

CD TI REVISION

NO.

CONF T0202

OFFICE SPACE T0233

146'

127'-9 1/2"

CONF T0241

TOTAL TRAVE L DISTANCE:

TECH T0219

GE J

SM CONF T0252

AD A12 A27

III CONF T0253

AH AJ

400 STEWART 400 STEWART AVENUE

CONF T0254

LAS VEGAS, NV 89101

Y A29 AQ AR A30

FLOOR PLAN - LEVEL 2 SCALE: 1/16" = 1'-0"

PLOTTED: 10/30/2012 3:29:52 PM

Y.1

Y.2

X.1

X.2

TENANT IMPROVEMENTS

PROJECT NO. 395-201 DATE CHKD.BY DRAWN BY 06.08.12 DATE As indicated SCALE EXITING PLAN - LEVEL 2 TITLE

DRAWING

BUILDING

A28

NUMBER

AI 1.22

CURB CUT FOR DELIVERY ACCESS DRIVEWAY

RAMP OFF US-95

SITE AREA =

312,086 SF

BUILDING AREA =

128,465 SF

PROPERTY LINE

PEDESTRIAN-ORIENTED HARDSCAPE = 78,037 SF VEGETATED AREA =

+29,399 SF

TOTAL OPEN SPACE =

107,436 SF

SCREEN WALL

Co Db Ae cc d 90) an

d 90) an Ae cc Co Db goPo L cc Ae t ( in d 90) an

cc Co Db goPo

d 90) an

L cc Ae t ( in

Co Db goPo L cc Ae t ( in d 90) an

Ae cc Co Db goPo L cc Ae t ( in d 90) an

Co Db goPo L cc Ae t ( in d 90) an

ER CENT

Ae cc Co Db goPo d 90) an Ae cc Co Db goPo L cc Ae t ( in d 90) an cc Co Db goPo L cc Ae t ( in d 90) an cc

8'-0" TYP.

LE AIS

AISLE

DRIVE

L cc Ae t ( in

IVE ER DR CENT

(E) ENGINEERING BUILDING

2'-4" TYP.

AD ERHE OF OV EDGE DECK ROAD

(E) BERM FOR FREEWAY OFF RAMP

PRIVATE OUTDOOR PLAZA AREA

AREA SS ING PA PARK R OVER UNDE

ET RE ST

LY ON

L cc Ae t ( in

goPo

ES SS BU

TH UR FO

Co Db

2'-4" TYP.

VEGETATED AREA = 27.4% OF OPEN SPACE

SLIDING VEHICULAR ACCESS GATE

OPEN SPACE = 34.4% OF SITE AREA

PAINT FINISH TO MATCH CMU BLOCK WALL

SCREEN WALL

TRUCK DELIVERY AREA

Co Db goPo L cc Ae t ( in

8'-0" TYP.

d 90) an

STAIR 01-07

goPo L cc Ae t ( in d 90) an

(E) METRO TYP. BUILDING

Co Db

(E) CENTRAL PLANT

SCALE

1/4" = 1'-0"

1 NO.

LEED CREDIT SUBMITTAL REVISION

10/18/12 DATE

RAMP

STEWART AVENUE

LEVEL 1 0"

FENCE

(E) PLA NTE R

1/4" = 1'-0"

Elevation 7 - a US-95 OFF

SCALE

CONCRETE RAMP FROM GRADE TO LOWER GARAGE LEVEL. PEDESTRIAN DELIVERY RAMP

LEVEL 1 0"

2'-0"

Elevation 6 - a

2'-0" TYP.

OOR

d 90) an

L cc Ae t ( in

goPo

Co Db

LEVEL 1 0"

4" CMU BLOCK

PAINT FINISH TO MATCH CMU BLOCK WALL

4" CMU BLOCK

2'-0" TYP.

(E) TOWER/ SOUTH ADDITION BUILDING

7 1/2"

(E) SOUTH PARKING GARAGE

6'-0"

7 1/2"

(E) NORTH PARKING GARAGE

(E) CENTRAL PLAZA

KEY PLAN C C

EXTERIOR STAIRS

LEVEL 1 0"

10"

)P (E

(E) COUNCIL CHAMBER BUILDING

NTE LA R

PRIMARY PROJECT ACCESS DRIVEWAY TO REMAIN

(E) SIDE WALK

(E) LANDSCAPING TO REMAIN, WEST WALL WEST FIRE DOOR SEE LANDSCAPE DRAWINGS

SCALE

WEST WALL HOLD OPEN GATES

1/4" = 1'-0"

SCALE

CERTIFIED BY

1/4" = 1'-0"

Ae cc Co Db goPo L cc Ae t ( in d 90) an

PROPERTY LINE

goPo L cc Ae t ( in d 90) an

Ae cc Co Db goPo L cc Ae t ( in d 90) an

8 A8.22

Co Db

cc Co Db goPo L cc Ae t ( in d 90) an

(E) PLANTER

(E) BUS STOP

LEED PROJECT BOUNDARY - MASTER SITE

Ae cc Co Db goPo A t ( in L ec c d 90) an Ae cc Co Db goPo L cc Ae t ( in d 90) an

d 90) an

L cc Ae t ( in

L cc t (Ae in

goPo

Co Db

LAS VEGAS BOULEVARD

cc Co Db goPo L cc Ae t ( in

d 90) an

b Co cD goPo L cc Ae t ( in

Ae cc goPo

d 90) an

Co Db L cc Ae t ( in d 90) an

Ae cc Co Db goPo L cc Ae t ( in d 90) an

ASSUMED CENTER OF PUBLIC WAY

LAS VEGAS BOULEVARD Ae cc Co Db goPo L cc Ae t ( in d 90) an c Ae b Co cD goPo L cc Ae t ( in d 90) an

Ae cc Co Db goPo Ae

L cc Ae t ( in

cc Co Db goPo

d 90) an

L cc Ae t ( in d 90) an

Ae cc Co Db goPo L cc Ae t ( in d 90) a n Ae cc Co Db goPo L cc Ae t ( in d 90) an Ae cc Co Db goPo L cc Ae t ( in

Ae Co Db

d 90) an

cc t in goPo

L cc ( Ae

cc Co Db

d 90) an

goPo L cc Ae t ( in d 90) an

LEVEL 1 0"

cc Co Db goPo L cc Ae t ( in d 90) an Ae cc

Ae d 90) an

d 90) an

L cc Ae t ( in

oPo oCg Db

goPo

Co Db

Ae cc Co Db goPo L cc Ae t ( in d 90) an Ae cc Co Db goPo L cc Ae t ( in d 90) an Ae cc Co Db goPo L cc Ae t ( in d 90) an

Elevation 11 - a 1/4" = 1'-0"

Db Co goPo L cc Ae t ( in d 90) an

Elevation 12 - a SCALE

400 STEWART 400 STEWART AVENUE

1/4" = 1'-0"

Ae cc Co Db goPo L cc Ae t ( in d 90) an

LAS VEGAS, NV 89101

BUILDING

SCALE

5 A8.22

WEST WALL ACCESS GATE SCALE

08.17.12 06.15.12 05.15.12 05.07.12 DATE

BASE BUILDING

DRAWING

1/4" = 1'-0"

CD DD SD PLUS SD PLUS REVISION

PROJECT NO. 395-201 DATE CHKD.BY DRAWN BY 01.15.13 DATE 1" = 40'-0" SCALE SITE PLAN - OPEN SPACE TITLE

LEVEL 1 0"

NO.

Elevation 15 - a SCALE

1/4" = 1'-0"

NUMBER

SSc5-2

landscape plan scope site wall elevation floor plan

KEY PLAN

CERTIFIED BY

LEVEL 1 0"

RE DOOR

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Facebook

1/4" POWDER DRIVEN FASTNERS

WALL

WWW.WRNSSTUDIO.COM

ACOUSTICAL INSULATION W.O.

GWB

OUTLET, EQUIP. OR RECEPTACLES W.O.

ALIGN

3" x 4" x 16GA. STL. ANGLE CLIP

CONT. ACOUSTICAL INSULATION W.O.

CONCRETE FLOOR

ACOUSTICAL INSULATION, WHERE OCCURS

2 1/2" 20GA. METAL STUD BRACE STAGGERED @ 4'-0" O.C. BRACE BOTH SIDES @ DOOR JAMB

OUTLET BOX RESILIENT PAD AROUND OUTLET. EQUIP. OR RECEPTACLES W.O.

P-32

FASTENER, SEE: 02 / A-602 3" x 4" x 16 GA. STL. ANGLE CLIP

CONT. ACOUSTICAL SEALANT

FIRE BARRIER SEALANT AT OUTSIDE LAYER OF GWB, EA. SIDE AT RATED PARTITION. AT FULL HT. PARTITIONS WITH ACOUSTICAL INSULATION, USE ACOUSTIC SEALANT.

PARTITION AS SCHEDULED

1/2" PLYWOOD PANEL

Office Building MPK 29 30°

STRUCTURE ABOVE

CONT. ACOUSTICAL INSULATION W.O. ACOUSTICAL INSULATION W.O.

MULLION

1/4"

30°

5 01 SECOND STREET 4TH FLOOR, STE. 402 S A N FRAN C I S C O CALIFORNIA 9 41 0 7 4 15 . 4 8 9. 2 2 2 4 TEL 4 15 .3 5 8. 91 0 0 FAX

#8 SMS

PARTITION AS SCHEDULED

A20

(E) CONCRETE SLAB

GL-1 MULLION BEYOND

GYP. BD. OR ACOUSTICAL TILE CLG. , W.O

PLAN DETAIL - BIKE RACK FLOOR GRAPHIC

3/8" = 1'-0"

TYP. CW @ GWB HEAD/JAMB

3" = 1'-0"

J-BOX PENETRATION

3" = 1'-0"

PARTITION W/ BRACING

STUD WALL SILL, TYP

3" = 1'-0"

1/4" POWDER DRIVEN FASTNERS

ISSUES

Menlow Park, CA // 130,000 sqft WALL

ACOUSTICAL INSULATION W.O.

3/8" DIA HILTI KB3 W/ 2 1/2" EMBED AT OUTLET, EQUIP. OR RECEPTACLES W.O. FLUTES TYP AT JAMB CONDITION

GWB

1/8" TYP

30°

WALL 6" 9"

1/2" PLYWOOD PANEL

3/4" GAP

BATT INSULATION STRUCTURE ABOVE ACOUSTIC SEALANT, RE: PARTITION SCHEDULE 3" x 4" x 16GA. STL. ANGLE CLIP (E) SHEATHING AND ROOF

#8 SMS

PARTITION AS SCHEDULED 16 GA. MIN SLIP TRACK W/ 2" DEEP SLOTTED LEGS, ACOUSTICAL INSULATION SLOTS @ 1" O.C. MINW.O. OUTLET BOX RESILIENT PAD AROUND OUTLET. EQUIP. OR RECEPTACLES W.O. #8 SMS BOTH SIDES

PERMIT SET

08/14/2017

PLAN CHECK REVISION

09/15/2017

PLAN CHECK REVISION 2

10/16/2017

PRICING UPDATE

12/04/2017

BULLETIN

01/12/2018

ACOUSTICAL INSULATION, WHERE OCCURS

2 1/2" 20GA. METAL STUD BRACE (E) BATT INSULATION STAGGERED @ 4'-0" O.C. BRACE BOTH SIDES @ DOOR JAMB

REVISION LIST

1 2 4 6 8

PLAN CHECK REVISION PLAN CHECK REVISION 2 PLAN CHECK REVISION 3 PRICING UPDATE BULLETIN

1/8"

TYP. CW @ GWB HEAD/JAMB GL-1

3" = 1'-0"

TYP INT CW @ STRUCTURE 1'-0" PLAN3" =DETAIL - BIKE RACK FLOOR GRAPHIC

TYP. CW @ GWB HEAD/JAMB

EOS

ALIG N

STEEL COLMUMN, SSD

1/4"

A. AT NON-RATED PARTITIONS

TYP. CW @ GWB HEAD/JAMB

GLASS-MAT TILE BACKING PANEL, SEE PARTITION SCHEDULE NOTES20 GA. SHT. MTL ANGLES AT SIDES,6 J-CHANNEL @ TOP AND BOTTOM OF OPENING FOR OTHER SCHLUTER JOLLY AE100 SCHEDULED WALLNOTES TILE SEE DETAL A

MULLION BEYOND

SCHLUTER JOLLY AE100

3" = 1'-0"

TYP INT CW @ STRUCTURE 2 1/2

3" = 1'-0"

EOS

TYP. CW @ GWB HEAD/JAMB

3" = 1'-0"

1/8"

TYPICAL TILE CORNER

6" = 1'-0"

ACOUSTIC SEALANT, RE: PARTITION SCHEDULE

(E) SHEATHING AND ROOF FABRIC CEILING COVER WHERE OCCURS (E) BATT INSULATION

#8 SMS BOTH SIDES

ACOUSTICAL INSULATION (E) JOIST

SEE:06 / A-603 FABRIC CEILING COVERINFO WHERE FOR SLIP TRACK OCCURS

MTL. CORNER TRIM

3" = 1'-0"

ALUM WRAPED

2 1/2

1/2"

1 3/8" KINETICS ISOMAX CLIPS W/ FURRING CHANNELS

ACOUSTICAL INSULATION W.O.

FIRE EXTINGUISHER CABINET FULLY RECESSED, TYP SCHEDULE PARTITION

3" = 1'-0"

KEYPLAN

3" = 1'-0"

1" MAX SHIM

1/2"

MULLION

ALUM WRAPED

6" MTL STUDS @ 16" OC

STEEL COLMUMN, SSD

AHU STRUCTURE WALL BASE

3" = 1'-0"

INT CW @ WALL

1/2"

1/8"

MULLION BEYOND

INT CW @ MEZZANINE CW JAMB

ALUM WRAPED

3" = 1'-0"

INT CW @ MEZZANINE CORNER

3" = 1'-0"

INT CW @ WALL

3" = 1'-0"

TYP. CW @ GWB HEAD/JAMB

3" = 1'-0"

INT CW @ MEZZANINE CW JAMB 3" = 1'-0"

STEEL COLMUMN, SSD

FIRE EXTINGUISHER CABINET

TYPICAL TILE BASE

6" = 1'-0"

5" MIN.

/ A-603 SEE: 2006GA. SHT. MTL ANGLES FORAT SLIP TRACK INFO SIDES, J-CHANNEL @ TOP AND BOTTOM OF OPENING FOR OTHER NOTES SEE DETAL A

RECESSED ELEC. PANEL 3" COMP. = 1'-0" TRACK AT ROOF PARALLEL B. AT RATED PARTITIONS TO RAFTERS

If this drawing is not 30"x42", then the drawing has been revised from its original size. PARTITION Noted scales must be adjusted. This line should be equal to oneSCHEDULED inch

3" = 1'-0"

AT RATED PARTITIONS, CONTINUE 5/8" GWB AROUND SIDES AND BACK OF OPENING

ACOUSTICAL INSULATION W.O.

EOS

CONT. ACOUSTICAL W.O. ACOUSTICAL INSULATION INSULATION W.O.

ALUM WRAPED 8

MULLION CONT. ACOUSTICAL INSULATION W.O.

FEC WIDTH

2/14/2018 2:23:49 PM 2/14/2018 2:23:49 PM

GWB

12" X 12" BASE PLATE 1" MAX SHIM WITH GROUT COVERING 6" MTL STUDS @ 16" OC 8

GL-1

6 X 8 HSS STRUCTURAL POST 6" MTL TRACK PAINTED W/ DAMPING COMPOUND KINETICS KDC-D-162

MULLION BEYOND

1" MAX SHIM

INT CW @ MEZZANINE CORNER 3" = 1'-0"

TYP. CW @ GWB HEAD/JAMB GL-1

3" = 1'-0"

MULLION BEYOND

3" = 1'-0"

INT CW @ MEZZANINE CORNER 3" = 1'-0"

TYP. CW @ GWB HEAD/JAMB 3" = 1'-0"

3" = 1'-0"

MENLO FACEB

#8 METAL SCREW @ 12" O.C. MAX FROM ENDS (VERIFY W/ STRUCT)

KEYPL

(E) SHEATHING 06 /INSULATION A-603 (E) BATT BLOCKING HUNG FROM (E) RAFTERS (E) JOIST #8 METAL SCREW @ 12" O.C. MAX FROM ENDS (VERIFY W/ STRUCT)

BATT INSULATION

ACOUSTIC SEALANT

(E) JOIST

3" = 1'-0"

FIRE EXTINGUISHER CABINET 3" = 1'-0"

PROJE DATE: (E) RAFTER

AT ACOUSTIC PARTITIONS, CONTINUOUS ACOUSTIC SEALANT

220

06 / A-603 BLOCKING HUNG FROM (E) RAFTERS

(E) SHEATHING PLASTIC CEILING COVER WHERE OCCURS (E) BATT INSULATION AT ACOUSTIC PARTITIONS, CONTINUOUS ACOUSTIC INSULATION AT ACOUSTIC PARTITIONS, CONTIUOUS RESILIENT PAD

FIRE EXTINGUISHER CABINET

M F

ACOUSTIC SEALANT

FIRE EXTINGUISHER CABINET FULLY RECESSED, TYP

A-603

BATT INSULATION

PLASTIC CEILING COVER WHERE OCCURS SEE: 06 / A-603 FOR SLIP TRACK INFO

COMP. TRACK AT ROOF PARALLEL TO RAFTERS (E) RAFTER

AHU STRUCTURE WALL BASE

SEE: 06 / A-603 FOR SLIP TRACK INFO

COMP. TRACK AT JOIST

AT ACOUSTIC PARTITIONS, CONTINUOUS ACOUSTIC INSULATION AT ACOUSTIC PARTITIONS, CONTIUOUS RESILIENT PAD

MULLION

6" MTL STUDS @ 16" OC

3" = 1'-0"

SCHEDULED PARTITION

STEEL COLMUMN, SSD

12" X 12" BASE PLATE WITH GROUT COVERING

3" = 1'-0"

AT RATED PARTITIONS, CONTINUE 5/8" GWB AROUND SIDES AND BACK OF OPENING

1 3/8" KINETICS ISOMAX CLIPS W/ 6 X 8CHANNELS HSS STRUCTURAL POST FURRING PAINTED W/ DAMPING COMPOUND KINETICS KDC-D-162

6" MTL TRACK

COMP. TRACK AT JOIST

SHEET NO:

FIRE EXTINGUISHER CABINET FULLY RECESSED, TYP

GWB

(E) RAFTER PLASTIC CEILING COVER WHERE OCCURS SEE: 06 / A-603 ACOUSTICAL FOR INSULATION SLIP TRACK INFO

(E) RAFTER

1 3/8" KINETICS ISOMAX CLIPS W/ FURRING CHANNELS

AHU STRUCTURE WALL BASE

INTERIOR DETAILS

3" = 1'-0"

RECESSED ELEC. PANEL

#8 METAL SCREW @ 12" O.C. MAX FROM ENDS (VERIFY W/ STRUCT)

SHEET TITLE:

1" GYP. CORE BOARD (E) RAFTER

ACOUSTICAL INSULATION

SCALE: As indicated

PLASTIC CEILING COVER WHERE OCCURS 5/8" TYPE "X"SHT. GYP MTL BD. ANGLES 20 GA. AT SIDES, J-CHANNEL @ TOP AND BOTTOM OF OPENING FOR OTHER NOTES SEE DETAL A

B. AT RATED PARTITIONS

3" = 1'-0"

ALUM WRAPED

5" MIN.

AT ACOUSTIC PARTITIONS, CONTINUOUS ACOUSTIC 6 INSULATION AT TILE ACOUSTIC PARTITIONS, GLASS-MAT BACKING PANEL, CONTIUOUS RESILIENT PAD SEE PARTITION SCHEDULE NOTES (E) CONCRETE SLAB AT ACOUSTIC PARTITIONS, SCHEDULED WALL TILEACOUSTIC SEALANT CONTINUOUS SCHEDULED FLOOR TILE

(E) CONCRETE SLAB

(E) SHEATHING PLASTIC CEILING COVER WHERE OCCURS (E) BATT INSULATION

DATE: 02/12/2018

1" GYP. CORE BOARD

A. AT NON-RATED PARTITIONS

SCHEDULED FLOOR TILE

TYPICAL TILE BASE 6" = 1'-0"

(E) BATT INSULATION

(E) BATT INSULATION 5/8"STUD TYPEAROUND "X" GYP BD. DOUBLE OPENING (E) JOIST

FEC WIDTH

GL-1

EOS

ALIG N

6" MTL STUDS @ 16" OC

6" MTL TRACK

SCHEDULED WALL TILE

1/8"

ACOUSTIC SEALANT (E) SHEATHING

(E) JOIST #8 METAL SCREW @ 12" O.C. MAX BATT FROM INSULATION ENDS (VERIFY W/ STRUCT) ACOUSTIC SEALANT PROJECT NO.: 17007.00

GLASS-MAT TILE BACKING PANEL, SEE PARTITION SCHEDULE NOTES SCHEDULE PARTITION

5" MIN.

STEEL COLMUMN, SSD

1/8" TYP

ALIG N

6" MTL STUDS @ 16" OC

6 X 8 HSS STRUCTURAL POST PAINTED W/ DAMPING COMPOUND KINETICS KDC-D-162

CONT. ACOUSTICAL INSULATION W.O.

1/2"

BATT INSULATION

ACOUSTIC SEALANT

6 FEC WIDTH

L6 X 3 1/2

P P P P B

220 JEFFERSON DR

(E) SHEATHING

A. AT NON-RATED PARTITIONS

1/8" TYP

6 X 8 HSS STRUCTURAL POST

7 1/2

MENLO PARK, CA 94025 FACEBOOK MPK-29 TENANT IMPROVEMENT

BATT INSULATION

GWB 2 3/8

12" X 12" BASE PLATE WITH GROUT COVERING

2/14/2018 2:23:49 PM

AT RATED PARTITIONS, CONTINUE 5/8" GWB AROUND SIDES AND BACK OF OPENING

# 1 2 4 6 8

COMP. TRACK AT ROOF PERPENDICULAR TO RAFTERS

06 / A-603 RECESSED CABINET OR DOUBLE STUD(E) AROUND BLOCKING HUNG FROM RAFTERS EQUIPMENT OPENING #8 METAL SCREW @ 12" O.C. MAX FROM MTL. CORNER TRIM ENDS (VERIFY W/ STRUCT)

5" MIN.

EOS

L6 X 3 1/2

PRICIN 1 BULLE2 4 6 8

(E) JOIST

SCHEDULED PARTITION

6 X 8 HSS STRUCTURAL POST

7 1/2

EOS

4 "

PLAN

ACOUSTICAL INSULATION

8 2 3/8

STEEL COLMUMN, SSD

PLAN

SEE:06 / A-603 FOR SLIP TRACK INFO

#10 SMS W/ STAND OFF WASHERS OR WAFER HEAD EA SIDE @ CENTER OF 1" SLOT

SECTION COMP. TRACK AT JOIST = 1'-0" SLIP3" TRACK WITH DEFLECTION TYP

ISSUE

PERM

COMP. TRACK AT ROOF PERPENDICULAR TO RAFTERS

16 GA. SLIP TRACK

RECESSED CABINET OR EQUIPMENT

16 GA. SLIP TRACK

3" = 1'-0"

RECESSED ELEC. PANEL

BATT INSULATION

(E) SHEATHING BLOCKING BETWEEN AND (E) ROOF JOISTS #8 METAL SCREW @ 12" O.C. MAX (E) BATT INSULATION FROM ENDS (VERIFY W/ STRUCT) BATT (E) INSULATION JOIST

SLIP TRACK WITH DEFLECTION TYP

6" = 1'-0"

O A LI F

BLOCKING BETWEEN (E) JOISTS #8 METAL SCREW @ 12" O.C. MAX FROM ENDS (VERIFY W/ STRUCT)

16 GA. MIN SLIP TRACK W/ #8 METAL SCREW 2" DEEP SLOTTED LEGS,@ 12" O.C. MAX FROM (VERIFY W/ STRUCT) SLOTS @ 1" ENDS O.C. MIN

#10 SMS W/ STAND OFF WASHERS OR(E) WAFER HEAD EA SIDE @ CENTER RAFTER OF 1" SLOT POWDER DRIVEN FASTENER @ 16" OC W/ 1 1/2" MIN EMBED SEE: 06 / A-603 FOR SLIP TRACK INFO

SECTION

TYPICAL TILE CORNER

TYPICAL TILE BASE

GL-1

3" = 1'-0"

1/8"

KYLE ELLIOTT NO. C27741 REN. 3/31/19

PLASTIC WHERE POWDERCEILING DRIVENCOVER FASTENER OCCURS @ 16" OC W/ 1 1/2" MIN EMBED ACOUSTICAL INSULATION

ISOMETRIC VIEW

B. AT RATED PARTITIONS

3" = 1'-0"

INT CW @ MEZZANINE CW JAMB

SCHEDULED WALL TILE

TYP INT CW @ STRUCTURE

3" = 1'-0"

ISOMETRIC VIEW

1" GYP. CORE BOARD

(E) CONCRETE SLAB

MULLION

3/4" GAP

SCHEDULED WALL TILE SCHEDULE PARTITION

GL-1

MULLION BEYOND

INT CW @ WALL

GLASS-MAT TILE BACKING PANEL, SEE PARTITION SCHEDULE NOTES

SCHEDULED FLOOR TILE

1/8"

1/2"

ALUM WRAPED

GLASS-MAT TILE BACKING PANEL, SEE PARTITION SCHEDULE NOTES 5/8" TYPE "X" GYP BD. 6

ED ARCHIT NS

BATT INSULATION SLOTS @ 1" O.C. MIN ACOUSTIC SEALANT #8 SMS BOTH SIDES (E) SHEATHING 3/8" DIA HILTI KB3 W/ 2 1/2" EMBED AT FLUTES ATINSULATION JAMB CONDITION (E)TYP BATT

DOUBLE STUD AROUND OPENING

4 X 6 HSS POST

MULLION

1/8" TYP

1 1/4"

SCHEDULE PARTITION 4 X 6 HSS POST

1/4"

5" MIN.

7 1/2

GWB

6" MTL STUDS @ 16" OC

(E) JOIST 16 GA. MIN SLIP TRACK W/ 2" DEEP SLOTTED LEGS,

3/4" GAP

SCHEDULE PARTITION

1 1/4"

3" = 1'-0"

7 1/2"

1/2"

HSS 14 X 6 1/4

STUD WALL SILL, TYP

3" = 1'-0"

3/8" DIA HILTI KB3 W/ 2 1/2" EMBED AT FLUTES TYP AT JAMB CONDITION

GWB

L6 X 3 1/2

3" = 1'-0"

T EC

6 X 8 HSS STRUCTURAL POST

A20

= 1'-0"

MTL. CORNER TRIM

STUD WALL SILL, TYP

PARTITION W/ BRACING

RECESSED CABINET OR EQUIPMENT

3" = 1'-0"

7 1/2"

HSS 14 X 6 1/4

J-BOX PENETRATION

3" = 1'-0"

A20

(E) CONCRETE SLAB

PARTITION W/ BRACING 3" COMP. = 1'-0" TRACK AT ROOF PERPENDICULAR TO RAFTERS

GYP. BD. OR ACOUSTICAL TILE CLG. , 3" W.O

3" = 1'-0"

ACOUSTICAL INSULATION W.O.

2 3/8

6" = 1'-0"

3/8" = 1'-0"

2 1/2

1/8"

TYPICAL TILE CORNER

FIRE BARRIER SEALANT AT OUTSIDE LAYER OF GWB, EA. SIDE AT RATED PARTITION. AT FULL HT. PARTITIONS WITH ACOUSTICAL INSULATION, USE ACOUSTIC SEALANT.

SEE:06 / A-603 FOR SLIP TRACK INFO

GYP. BD. OR ACOUSTICAL TILE CLG. , W.O

1/8"

3" = 1'-0"

SECTIONPENETRATION J-BOX 3" SLIP = 1'-0" TRACK WITH DEFLECTION TYP

1/8" TYP

3/8" = 1'-0"

TYP. CW @ GWB HEAD/JAMB

MULLION BEYOND

GA. SLIP TRACK CONT.16 ACOUSTICAL INSULATION W.O.

#10 SMS W/ STAND OFF WASHERS OR WAFER HEAD EA SIDE @ CENTER OF 1" SLOT

SCHLUTER JOLLY AE100

(E) CONCRETE SLAB FASTENER, SEE: 02 / A-602

3" x 4" x 16 GA. STL. ANGLE CLIP

1/8"

MULLION BEYOND

POWDER DRIVEN FASTENER @ 16" OC W/ 1 1/2" MIN CONT.EMBED ACOUSTICAL SEALANT

MULLION

PLAN DETAIL - BIKE RACK FLOOR GRAPHIC

3" x 4" x 16GA. STL. ANGLE CLIP FABRIC CEILING COVER WHERE 2 1/2"OCCURS 20GA. METAL STUD BRACE STAGGERED @ 4'-0" O.C. BRACE ACOUSTICAL INSULATION W.O. BOTHACOUSTICAL SIDES @ DOOR JAMB INSULATION

CONT. ACOUSTICAL INSULATION W.O.

OUTLET BOX RESILIENT PAD AROUND OUTLET. EQUIP. OR RECEPTACLES W.O.

GL-1 SCHEDULED WALL TILE MULLION BEYOND

CONCRETE FLOOR

MULLION

GL-1

ISOMETRIC VIEW

1/2" PLYWOOD PANELTILE BACKING GLASS-MAT MULLION PANEL, SEE PARTITION SCHEDULE NOTES CONT. ACOUSTICAL INSULATION W.O. 6

P-32

4 X 6 HSS POST CONCRETE FLOOR

LIC E

WWW.W

DATE

09/15/2017 10/16/2017 FASTENER, SEE: 02 / A-602 11/06/2017 12/04/2017 PARTITION AS SCHEDULED FIRE BARRIER SEALANT AT OUTSIDE LAYER 01/12/2018 OF GWB, EA. SIDE AT RATED PARTITION. ACOUSTICAL WHERE OCCURS AT FULLINSULATION, HT. PARTITIONS WITH ACOUSTICAL INSULATION, USE ACOUSTIC SEALANT.

1/4"

5" MIN.

30°

(E) JOIST STRUCTURE ABOVE 3" x 4" x 16 GA. STL. ANGLE CLIP

OUTLET, EQUIP. OR RECEPTACLES W.O. CONT. ACOUSTICAL SEALANT

SCHEDULE PARTITION

1/4"

CONT. ACOUSTICAL W.O. ACOUSTICAL INSULATION INSULATION W.O.

GWB

3/4"

1 1/4" 30°

ALIGN P-32

3/4"

30°

5 01 SE 4TH FLO SAN F CALIFO 4 15 . 4 8 4 15 .3 5

PARTITION AS SCHEDULED

Tenant impovment with a total budget of $49.5 m for the Role: Interior Design, Structural Coordiniation + CA 130,000 sf dual buildings with a combined address to be considered 1 build out in an existing flood plane. This fa20 13 05 01 cility houses over 1100 Facebook employees including two 0906 19 14 10 02 micro kitches, full 20food service & event13spaces. This single 09 05 01 story space was created in demolishing the main separation wall and upgrading the retrofitting the mezzanine structure. 6 AHU platforms were rebuilt up for seismic loads while also having to avoid confernce rooms and all 119 new or exisiting skylights which provide this windowless 19 14 10 06 02 space with ample light. 18 15 11 07 03 GWB

5 4 S C 4 4

DATE

Affiliation: WRNS Studio BLOCKING BETWEEN (E) JOISTS #8 METAL SCREW @ 12" O.C. MAX 1/4" POWDER DRIVEN FASTNERS FROM ENDS (VERIFY W/ STRUCT)

ALIGN

7 1/2" 30°

30°

HSS 14 X 6 1/4

#8 SMS

PARTITION AS SCHEDULED

3" = 1'-0"

SCALE

SHEET

INT

SEE: 06 / A-603 FOR SLIP TRACK INFO

If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch

COMP. TRACK AT ROOF PARALLEL TO RAFTERS 3" = 1'-0"

If this drawing is not 30"x42", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch

SHEET

structural details overall floor plan 14

A-331

57'-8"

5 01 S 4TH F SAN C ALIF 4 15 . 4 4 15 . 3

57'-0"

57'-8"

24'-0"

A-331

24'-0"

5'-6 3/4" 13'-8 3/4"

WWW.

A-302 (E) FIRE RISER 11006

TERRACE 11047

STORAGE 11010

AV RACK 21263

18'-0"

MANAGED EVENT 21251

AV CONTROL 21262 EVENT STORAGE 21261

18'-10"

6'-3"

VP ROOM 11160

COZY 11004

COZY 21266

COZY 11003

COZY 11172

HUDDLE 21265

DAY DAY 11011 11014

DAY 11005

HUDDLE 11162

COZY 21267

COZY 11171

OPEN OFFICE 21299

DAY 11170

COZY 11012

21'-6"

DAY 21271

HUDDLE 11142

MED CONF 11141

21'-6"

(E) ELEC 21272

ALL GENDER 21280

MOTHER'S 21285

21'-6"

MEN 21282 A-302

MENS SHOWER 21281

COZY 11143

DAY 21298 JAN 21297

STORAGE 21331 HUDDLE 21330

21'-6"

HUDDLE 21291

COZY 21292

COZY COZY 21293 21294

MED CONF 11151

HUDDLE 11156

COZY 11157

COZY 11181

COZY 11145

HUDDLE COPY PRINT 11202 11203

COZY 21295

COZY 11205

HUDDLE 11022

OPEN OFFICE 11101

SMALL CONF 11051

DAY 11074 DAY 11054

SMALL CONF 11061

MED CONF 11062

DAY 11053

COZY 11063

COZY 11064

IDF 11072

MEN 11066

21'-6"

COZY 11209

DAY 11210

DAY 11211

DAY 11212

LARGE CONF 11221

MED CONF 11220

HUDDLE 21320

21'-6"

DAY 21304

SMALL CONF 21302

HUDDLE COZY 21305 21306

21'-6"

ENGINEERING SHOP 21301

21'-6"

(E) ELEC 21300

DAY 21322

VP ROOM 21323

IT STORAGE 11121

DAY 21324 DAY 21325

DRY STORAGE 11130

PURPLE TIE 11091

WOMEN 11096

D E

(E) EMR 11100 SMALL CONF LUGGAGE 11114 ROOM 11111

RECEPTION 11110

HUDDLE 11244

HUDDLE 11233

A-302

(E) ELEC ALL GENDER 11112 11099

MOTHERS 11093 JAN 11094

KITCHEN OFFICE POT WASH 11131 11132

MEN 11097

COZY 11245

HUDDLE 11234

DAY 21313

LIBRARY 11113

MENS SHOWER 11098

WOMENS SHOWER 11095

SMALL CONF 11079 SHIP HAPPENS 11090

NANO KITCHEN 11235

DAY 21311

STORAGE 21314

DAY 21312

DAY 21321

IT HELP 11122

SMALL CONF 11092

DAY 11077 STORAGE 11078

F G

KITCHEN 11133

DISH WASH 11136

HUDDLE 11243

DAY 21310

VP ROOM 11232

COZY 21308 SMALL CONF 11230

COZY 21307

FLOODPROOF CONCRETE PLANTER WALL

SERVERY 11134

COZY 11242

DAY 21309

COZY 11036

2'-0"

21'-6"

HUDDLE 21303

DAY 11076

COPY PRINT 11070

COZY 11037

DAY 11213

1 A-331

ELEC 11120

HUDDLE 11073

LARGE CONF 11071

MICRO KITCHEN 11065 WOMEN 11208

PER

COZY 11030

SMALL CONF 11075

WOMEN 11067 MED CONF 11060

COZY 11206

ISSU

COZY 11031 SMALL CONF 11035

DAY 11055

LARGE CONF 11052

DAY 11033 COZY 11034

DAY DAY 11020 11027

MEN 11207

HUDDLE 11200

WAR 11032

DAY 11026

IDF 11201

DAY 11046

HUDDLE 11024

HUDDLE 11050

SMALL CONF 11180

STORAGE 11204

COZY 11045

HUDDLE 11001

COZY 11182

COZY 11144

LARGE CONF 21333

COZY 11183

LARGE CONF 11158

DAY 11150

COZY 21296 STORAGE 21290

HUDDLE 11155

DAY 11184

HUDDLE 11044

SMALL CONF 11040

DAY SMALL CONF 11025 11021

STORAGE 11154

COZY 11153

MICRO KITCHEN 21332

WOMEN 21283 WOMEN SHOWER 21284

COZY 11152

DAY 11041

VP ROOM 11023

HUDDLE 11002

MED CONF 21260

RECEPTION 21250

DAY 11042

LINE OF MEZZANINE ABOVE

COZY 11013

STORAGE 11043

51'-0"

(E) FIRE RISER 21270

(E) MAIN ELEC 11015

47'-8"

(E) SECURITY 11161

3'-4"

DAY 11140

DAY 21268

49'-0"

SMALL CONF 21264

51'-0"

19'-8"

FURNITURE STORAGE 21252

51'-0"

DINING 11135 CORRIDOR 11123

MDF 11231 DAY 11240

DAY 11241

TERRACE 11136

4 A-302

26 &2

OVERALL FLOOR PLAN - LEVEL 1

MENL FACE

1/16" = 1'-0"

PLAN GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. ALL DIMENSIONS SHOWN ARE TO FINISH FACE, DIMENSIONS SHALL

PROGRAM DATA 10. ALL PARTITIONS THAT OCCUR ON EXTERIOR WINDOW MULLIONS ARE TO BE CENTERED ON THE MULLION U.O.N. WHEN NEW PARTITION INTERSECTS WINDOW MULLION, ENSURE THAT ALL OPENINGS HAVE BEEN PROPERLY SEALED BETWEEN ADJOINING

NUMBER 11001 11002

PROGRAM HUDDLE HUDDLE

AREA

NUMBER

120 SF 120 SF

11047 11050

PROGRAM TERRACE HUDDLE

AREA

NUMBER

869 SF 120 SF

11100 11101

PROGRAM (E) EMR OPEN OFFICE

AREA 88 SF 27,784 SF

NUMBER 11161 11162

PROGRAM (E) SECURITY HUDDLE

AREA

NUMBER

129 SF 120 SF

11243 11244

PROGRAM HUDDLE HUDDLE

AREA

NUMBER

120 SF 120 SF

21261 21262

PROGRAM EVENT STORAGE AV CONTROL

AREA

NUMBER

127 SF 139 SF

21308 21309

PROGRAM COZY DAY

AREA 64 SF 51 SF

KEYP

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19

Nineteen XIX Artist in residence - Autodesk

San Francisco, California // Pier 9 As a company sponsorship of Slice Lab (Cofounder), the Role: Design + 3D printing residency program of Autodesk at Pier 9 was geared toward designing four unique jewelry lines with means of 3D printing. These design explorations took inspiration from the suspended weightlessness found in marine life. Analysis of delicate underwater creatures, such as jellyfish, were preformed in attempt to understand the body structures and movement patterns. Generative software was used to mimic and interpret these such observations. As the first piece of hardware to come out of Autodesk, the Ember printer was our primary focus of machinery. Constant material testing was done along side operating large streams of rapid prototyping. With wax molecule infused UV polymer resins, 3D printed design pieces were directly used in the lost wax casting method to create these innovative unparalleled jewelry design series.

Affiliation: Slice Lab

NINETEEN Jewelry was established as a separate entity of unique, sculptural jewelry that fuses an organic aesthetic with todayâ&#x20AC;&#x2122;s top 3D printing processes. XIX uses the highest caliber of precious materials and technology through a distinctively evolved approach to contemporary design and wearable objects. The Nexus Collection is XIXâ&#x20AC;&#x2122;s breakthrough series of earrings, necklaces, rings, and bracelets inspired by a complex set of precise yet unpredictable lines found in the natural world. Paying homage to these organic elements, XIX simultaneously surpasses them; by designing intricately detailed structures that can only be realized through creative digital innovation.

design process of cuff concept line work of pendant walnut display of four jewelry lines

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Steel Cold Wrap Alternative ice pack

Affiliation: PennDesign

Philadelphia, Pennsylvania // 4 in - 12 in x 3 1/8” Common injuries generally call for icing to reduce swell- Role: Design + Fabrication ing and pain. Swelling occurs immediately after impact or strain. With time being a crucial component, the Stice cold Wrap allows for one to have quick access to cold relief for the 20 minute intervals usually prescribed by physicians. The form was established in consideration of ergonomic properties found within one’s hand. In combination with stringing bandolier concept, this modular design can fit almost any contortion of the body. The rubber housing has three alternative sizes which can be used interchangeable to fit multiple purposes. The rubber strips can flex on all axis and can be stretched in any direction.

7/8"

1/2"

1 1/4" 1/4" 1/32"

3 1/8"

3/8"

4”

8”

12”

A standard 14 cube ice tray with regular freezer setting takes roughly 3 hours to make a full tray of ice. These ice cubes melt in 1 hour 45 mins in standard 75F room. Stainless Steel has the ability to change temperature almost instantaneously according to its environment. Though the steel does not stay cold very long because of its high heat exchange rate, it can provide ample cold for a limited of time necessary enough to reduce immediate swelling found in impact injuries. Ice bags can be messy as they melt and tend to refreeze in larger blocks of ice. This hassle free method allows for the quickest turn around time for cold relief when applied immediately after impact.

hand measurement diagram plan + elevation dimensions length option diagram injury process diagram

(immediate swelling)

(impact)

20 Minutes 3 Seconds

30 Seconds

3 Hours

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Collaborative Market Street Market Enhancement

Affiliation: PennDesign In collaboration with Yohei Yamada + Edward Fauston

Port-au-prince, Haiti // 78,000 sqm

Post the 7.0 Mv earthquake of Haiti in 2010, the country Role: Design Straegist / Urban Planner of cooperation and mostly the capital, Port-au-Prince, was reducedexample to nearvendor 1: commodity ly nothing. The market infrastructure especially that was in vendor 2: art place had been forced to joing the street marketplace and vendor 1 vendor 3: fresh vegetable continue with business without the brick and mortar locavendor 4: cloth/shoes tions. Ultimately, we observed that the major urgency to address in the informal Haitian street marketplace was lack of efficient organization. Our proposal introduces a design concept that would accommodate for the sale of commercial goods, facilitate more effective cooperation among Haitian merchants and consumers of the informal market and pull synergies from the order and efficiency of formal market participants through the creation of a hybrid market condition. We believed that by forming a unique intermediary between formal and informal market participants, TYPOLOGY weCOLLABORATION will begin to create an even stronger platform for venvender 2 dors that will enhance their ability to provide services for others. A proposed design was developed for La Marche de Petionville, a two acres site is situated in the center of PetQuaDror market vendor diagram ionville that illustrates the vision behind the intervention. site plan of existing market hub 0+2 : retail extension + art gallery

0+1 : solo vendor

1 + 2 : mixed vendors + cafe

1+1 : mixed vendors + art gallery

1+0 : mixed vendors

3 + 4 : gallery + mixed market

2 + 1 : clothing + book + art gallery

vendor 4

vendor 3

3 + 4 : retail extension + gallery + mixed market

retail retail

#of vendors

1-2 vendors

20ft

1retail + 2vendors

60ft

3-4 vendors

30ft

6-9 vendors

4-7 vendors

50ft

13-17 vendors

floor area

70ft

50ft 2

total surface area

40ft 2

1 + 2 : mixed vendors + cafe

78ft 2

80ft

3 + 4 : gallary + mixed market

180 ft 2

2retails + 14 vendors

100ft 2

3 + 4 : gallery + mixed market

2 + 1 : clothing + book + art gallery

7-12 vendors

240ft

380 ft 2

260 ft 2

shipping container canopy storage

Route de Delmas

eP av ee farmers market / walk through art gallery

art-commodity vendors farmers market / walk through art gallery

tap-taps stop

loading zone

Lambert

tap-taps stop

art gallary-mixed vendor

motorbike taxi station

Geffra

Gregoi

Portable vendors

6’ - 6”

2'-2"

8'-9"

15'-8

4'-2"

15.33°

2’ - 6”

0’ - 6”

3’ - 3” 0’ - 4”

0’ - 3”

3’ - 3”

1’ - 6” 6’ - 6”

6’ - 0”

0’ - 3”

7'-8"

0’ - 1” 0’ - 1”

0’ - 6”

2'-1"

6’ - 6”

6’ - 0”

1’ - 6”

7'-8"

1’ - 6”

0’ - 4”

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

6’ - 6”

11'-9"

1’ - 6”

2'-0"

6’ - 6”

4'-0"

2’ - 6”

6’ - 6”

2’ - 0”

1'-6"

2’ - 0”

15.43°

8'-0"

FINAL APPARATUS

MATERIALS REQUIRED FOR CONSTRUCTION

We envision that our proposal will foster strong collaboration, enhance safety, empower merchants and will begin to create a more cooperative interlaced culture of venders contrasting the counterproductive individualistic armature which currently exists. Using a combination of natural and imported materials, the proposed designs will be comprised of gadua bamboo, sisal and steel. The bamboo would be harvested and produced locally, in an effort to encourage and support local use of materials. 18”

x 12

4”

18”

Plywood

7’- 6”

Bamboo

4”

15’

x 16

18”

7’

existing umbrella markets canopy Hardware + Tires Nylon Canvas dimensional studies exploded modular axon portable on site assembly diagram ASSEMBLY SEQUENCE

Unload Frame

Lift Frame to Vertical

Expand Outward

Lift Canopy Up

Wheelbarrow used to unload concrete braces

Unload Frame

Lift Frame to Vertical

Expand Outward

Drop Down Stand + Secure

Expand toward host structure

Small frame carried to site for deployment

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Slice Lab R+D

parametric modeling + rapid prototyping Affiliation: Slice Lab

San Francisco // New York City Slice lab is an experimental think tank specializing in innovative design and strives to push the threshold where digital meets tangible. The research is focused on optimizing the workflow of high end fabrication design implementation. Virtual experiments conducted where sculpture, technology and the organic world all crash together to create something new. 4D printing was also a focus which entails a singular print with a dynamic ability after its solidified. Much of the inspiration is based on existing architectural components.

Role: Design, digital modeling + 3D printing

3D printed: ‘Porus Vase‘ 3D printed: ‘Broad Vase‘ 4D printed: ‘Spider Glass necklace’ 4D printed: ‘X Brace necklace’ Precident diagrams

spider glass

x brace

These R+D projects have an emphasis on exploring parametric software techniques and organic geometries with next-generation rapid prototyping. Using SLS technology to print powder based nylon plastics, which allows for scaffolding free printing. These prototypes were designed to test rigidity, intricate detail and interlocking geometry all of which was a product of leveraging the generative modeling to utilizing fast, on the fly adjustments in the design where needed. The lamp shade designs were also subjected to a consistent heat due to the proximity of the plastic in relation to the bulb inside. Many more 3D print designs were made with other materials and geometry in hopes to fully understand the limitations of the the medium.

3D printed: ‘Linear Expansion Lamp’ underside photo of lamps 3D printed: ‘Porus Lamp‘