KWS-All Typologies of Work

Page 1

K-WORKS STUDIO

SAMPLE WORK

KATIE DONAHUE

FORMAL STRATEGY

KATHARINA HOERATH

Master of Architecture II, Post-Professional, Syracuse University

Bahelor of Architecture, Syracuse University

Bachelor of Art History and Architecture History, Syracuse University

Katharina has accumulated years of experience since 2007 as trained architect and project manager in offices between Austria, The UK and The US. She has gained knowledge primarily in development for design and construction of residential homes, various art commissions, and luxurious commercial projects. She had worked on everything from private homes to large office space projects. She works closely with developers and clients to lend her expertise in strategic design, construction methodology, estimating and budgeting. She has won various awards and exhibited her work in exhibitions. She is highly personable, involved in all projects on a very high level and upholds a reputation for superb service and problem solving. In January 2020 she received the Contract award for best large office space design. In 2021 and 2022 her work for Bond Collective was selected as finalists for the annual Hospitality Design Award.

KATIE DONAHUE, AIA, NCARB, LEED Green Associate

Master of Architecture II, Post-Professional, Cornell University

Master of Architecture, University of Colorado Denver

Bachelor of Business Administration, University of Wisconsin Madison

Katie has worked in the combined realm of architecture, design and business since 2006, focusing on ways that design can improve the daily lives of her clients. She has sat on the Board of Directors for Architecture for Humanity and the American Institute of Architects, overseen the operations of her own non-profit design research organization, and been actively involved in with AIA and ULI regarding real estate and development initiatives. Her unique approach to the design process ensures that clients’ needs and desires are carefully accounted for and that homeowners are well represented in the journey from design idea to construction finish. She has earned awards, grants and published articles pertaining to community leadership, architecture, material design, and public interest. She was named the Young Architect of the Year by the American Institute of Architects for the state of Colorado in 2013.

MATERIAL (AND) TECTONICS

composition .balance .weight geometry .twist

.torque surface .pattern .texture rigidity structure texture color pattern connection .socket .hinge .joint structure assembly program agenda legibility navigation accessibility symbiotics cost

.ROI

DESIGN

art/production/installation

.prototyping

.fabrication

.digital technologies

.industrial design

.material sciences

.construction technique

ARCHITECTURE

building/infrastructure/landscape

.speculative form-making

.hybrid and shared programming

.innovative systems

.public buildings

.typology

.theory and criticism

BUSINESS

management/economics/development

.real estate and development

SOCIO-ECONOMICAL

VALUES

design-driven cost savings attentive and committed to clients creative problem solvers

.social capital

.funding time environmentalism

.durability

.omissions

humanitarianism

.worthy need .perpetuates site history culture policy politics atmospheric character .calm

.provoking .nastalgic sensory evocation

.warm .inviting

.operations and logistics

.human capital and motivation theory

.politics and policy

.finance and funding

.leadership and strategy

HUMANITARIANISM

philantrhopy/public interest/activism

.protected basic rights

.civic engagement

.tactical urbanism

.fair representation

.engaging public spaces

.healthy neighborhoods

BACKGROUND & EXPERIENCE

AFFECT
UTILITY

MID SIZE PROJECTS

Single/Two-Family Residences, Retail, Restaurants, Museums, Exhibitions, Renovations, Co-Working Spaces

The following sample of projects includes various mid-sized to small-sized projects that span from new construction to renovation. In some instances, K-Works/ Katie/Katharina’s involvement was as designer, as architect, or as both. Many of these projects include a process that spans from initial concept design through permitting and then through construction and occupancy. This includes schematic design representation as well as drawing and coumentation sets for municpal approval and then documentation and coordination with contractors and subs.

MICHAEL KORS STORE

London, England, 2016

For Christian Lahoude Studio

JIMMY CHOO

Concept, Worldwide

For Christian Lahoude Studio

URBAN RETREAT

AISHTII, LEBANON

For Christian Lahoude Studio

MARTIN RESIDENCE

House Renovation

K-Works Studio

Hamptons, New York, 2019

PRICE RESIDENCE

House Renovation and Interior Design

K-Works Studio

Skaneateles, New York, 2015

THE NORMAN

Gut Renovation Re-Design

K-Works Studio

New York City, New York, 2019

ARCADIA EARTH MUSEUM

Architects of Record and Featured Artists

K-Works Studio

New York City, New York, 2019

LALIQUE

Retail Store

Architects of Record and Designers

K-Works Studio and The Prestige Group

Miami, Florida, 2019

YOGA STUDIO

K-Works Studio

Unbuilt, Portugal

BOND COLLECTIVE, BUSHWICK

Co-Working Space

For Christian Lahoude Studio

Brooklyn, New York, 2019

LA BOUCHERIE Restaurant

K-Works Studio, The Prestige Group

New York City, New York, 2019

BOND COLLECTIVE, Austin

Co-Working Space For Bond Collective

Austin, Texas, USA

BOND COLLECTIVE, DTLA

Co-Working Space For Bond Collective

Los Angeles, CA, USA

AISHTII, Luxury Department Store For Christian Lahoude Studio

Beirut, Lebanon, 2018

1020 PARK AVE RESIDENCE

Gut Renovation Architects of Record

K-Works Studio New York City, New York, 2019

GINETTE RETAIL STORE

Architects of Record for Landmark Preservation Commission Approval K-Works Studio New York, New York, 2019

BOND COLLECTIVE, STATION HOUSE

Co-Working Space For Bond Collective Philadelphia, Pennsylvania, 2019

Work Samples: Katie Donahue, AIA, LEED GA
01 03 02 06 10 11 04 08 05 09 13 12 DELIVERIES. ALTERATION AGREEMENT HOUSE RULES NON-RATED SELANTS PRODUCTS MAY TRANSPORT COMMISSION GUIDELINES COMPLETION FIRESTOPPINGCOMPLETION HOUR WATER RETENTION TEST APPLIANCES, FINISHES AND FIXTURESKITCHEN BATHROOM PLAN NOTESPROVIDE ELECTRIC UNIONS WITH APPROPRIATEVALVES. BRANCH PIPING WRAPPED DURABLE, CONDENSATE CONTROLLINGREQUIRED BETWEEN HOT COLD WATER -LAVATORIES WATER CLOSETS SHALL RESIDENT MANAGER PRIOR REMOVAL THERMAL INSULATION SHALL MINIMUMPIPING ALONG EXTERIOR WALLS PREVENT CONTRACTOR VERIFY EXISTING PIPING RECESSED MASONRY WALLS; PIPING.-PROVIDED AND ACCESS SHALLVALVES. - VENTED STANDING WASTE -CAPACITY GREATER SHALL INSTALLEDEACH APPLIANCE.PLUMBING FIXTURES KITCHEN AND POWDER ROOM, INCLUDING MANUFACTURER'S RECOMMENDATIONS WATERPROOFING TURN MINIMUM WALL CONDITIONS. COMPLIANT. MINIMUM - WALL ABOVE TOP CURB.RETENTION WITNESSED RESIDENT COVERED WITH KITCHEN BATHROOM PLAN NOTES THAN TESTED ACCORDANCE THICK, COLBOND ENKASONIC 9110 (10MM), QUIET CORK (6MM), SIKA ACOUBOND EQUAL. SOUNDPROOFING INSTALLED PERIMETER ISOLATION FOR SHEATHING -TREATED NON-TOXIC WALLS CEILINGS BATHROOMS CHANNELS GRID REQUIRED NEW YORK CERTIFIED INSPECTOR.REINCFORCEMENT PROVIDED WALLS INTEGRITY FLOOR APPLIANCES Expiditer: Designer: Prestige Group Brooklyn, 11220 Engineers Jahnavi 212.575.5300 Building Management: Harris Stevens Residential Management Architect:Signature A-102.00 CONSTRUCTION FLOOR PLANS 1020 PARK AVENUE IGOR LOBKO RESIDENCE Author Checker Construction Plan ROOM POWDER CLOSET REFINISH CURVE - DETAIL MOUNTED PADS.APPLIANCES FOR VALVES. ConstructionFORBATHROOM -301.00 BATHROOM DETAILS POCKET RAILINGBREAKERS PROTECT CONDITIONING EQUIPMENT SOUND PROOFUSE HACR TYPE CIRCUITHACR TYPE CIRCUITBREAKERS PROTECT CONDITIONING EQUIPMENT RECIRCULATING. NEW KITCHEN Description FL. Waterproofing and Soundproofing Diagram Waterproofing Soundproofing Diagram 15 14 17 12 16 01 11 02 12 03 13 04 14 05 15 06 16 07 08 09 10 17

LARGE SCALE PROJECTS

Mixed Use, Retail, Residential, Cultural, Hotel, Office, Theater, Restaurant, Senior Living, TOD

The future of our cities – in terms of sustainability, resilience, cultural vitality, health and wellness - is more dependent on meaningful architectural design and urban planning than ever before. Our passion for buildings stems from a desire to shape cities in positive ways, at scales large and small. This work ranges from large multi-building campuses and skyscrapers to smaller houses, museum installations, and public architectural exhibitions.

Software on most projects: Revit, Rhino, autoCAD, Adobe Illustrator, InDesign, Photoshop, Microsoft Excel, Google Sketchup, Vray, Maxwell, and Grasshopper. Invovlement in these recent work samples has been as Senior Designer and/or Job Captain. Responsibilities include design, presenting to clients, overseeing small to medium sized teams and coordinating with a large mix of consultants including but not limited to structural, environmental, Passive House design, LEED, mechanical, lighting, landscape architecture, geotechnical, wind tunnel, vertical transportation, zoning, expediting, owners representatives, and acoustical.

Always

Frisco Retail Center, Frisco, CO

Role: Architectural Designer

Rocky Mountain SEED Building, Denver, CO

Role: Architectural Designer

Denver Housing Authority, Denver, CO

Role: Architectural Designer

INNOVATION TECH CAMPUS

Transportation, Tech Office, Retail

Boston, MA, 5 Buildings

Handel Architects, 2016

For Millenium Partners

Role: Project Architect

THE PORCH & THE PORTAL

Office, Restaurant, Cultural Center

Boston, MA, 600,000 GSF

Handel Architects, 2018

For Peebles Corporation

Role: Senior Designer/Job Captain

WINTHROP SQUARE

Cultural, Resi, Office, Food Hall, Retail

Boston, MA, 1.5 Million GSF

Handel Architects 2016-2017

For Millenium Partners

Role: Project Architect

Office, Retail + Transit Pavilion

Washington DC, 3 Towers

Handel Architects 2015

Role: Architectal Designer

515 WEST 42ND ST

Residential + Retail

New York, 280,000 GSF, Handel Architects 2016-2018

For Gotham Organization

Role: Senior Designer/Job Captain

FRISCO RETAIL CENTER

Starbucks, Grocery, Retail Frisco, CO, 50,000 GSF, 5 buildings

Gensler | Client Name 3

For NAVA Real Estate Development

Role: Architectural Designer

PARK DRIVE

Residential + Hotel

Boston, MA, 300,000 GSF

Handel Architects 2015-2016

For Related Development

Role: Architectural Designer

AYKON CITY

Mixed-Use, Hotel, Resi Office

Dubai, 6.5 Million GSF

Handel Architects 2016

For DAMAC

Role: Architectural Designer

ONE BELLEVIEW STATION

TOD: Office +Parking

Denver, CO, 350,000 GSF

Gensler, 2013

For Prime West

Role: Architectural Designer

MOTO

Residential + Mixed-Use Denver, CO, 120,000 GSF

Gensler, 2013- 2014

For NAVA Development

Role: Architectural Designer

THE YARD FOR DANCE

Non-Profit: Theater, Cultural, Resi Martha’s Vinyard, 3 new, 2 reno Handel Architects 2017-2018

Role: Senior Designer/Job Captain

SYRACUSE PLAZA

Senior Living Denver, CO., 150,000 GSF

Gensler, 2013-2014

For Denver Housing Authority

Role: Architectural Designer

ALLSTONE STONEHEDGE

Residential (Condo + Rental)

Boston, MA, 400,000 GSF

Handel Architects 2015-2016

For Trans National Properties

Role: Architectural Designer

Residential + Parking Boston, MA, 375,000 GSF

Handel Architects 2015-2016

For Samuels and Associates

Role: Architectural Designer

Work Samples: Katie Donahue, AIA, LEED GA
01 04 PARK DRIVE Scheme G3.1:
Tower
08
Layered
Massing
CONCEPT DESIGN Scheme 4: Vista PROPOSAL FOR ARCHITECTURAL SERVICES CHARLESGATE WEST HANDEL ARCHITECTS FOR TRANS NATIONAL PROPERTIES 07 02 06 05 08 09
11 12 13 14 10 12
Examples of placemaking, programming, and public realm improvements
10
Aluminum Windows Panels Masonry Facing Western Ave 14 11 2 Gensler | Client Name * Experience Prior to Gensler
CONCEPT DESIGN PROPOSAL
strong client relationships and fosters innovative architectural ideas.
an active leader, Katie is involved in the local community including the board of directors for Architecture for Humanity. She is passionate about the important role public interest design plays in society and the impact architecture can have on all people.
13

SPECULATIVE PROJECTS

Research, Fabrication, Exhibitions, Academic, and Humanitarian

This represents a sample of projects done independently, collaboratively, or with group with volunteers, for institutions, or for predominantly research based architecture projects. Our biggest interest is in the way design can foster interaction and engagement with the community and specifically how material, networks and consumer cycles play a role. Most built installation work is from design competitions and commissions won in which reuse and reconstitute discarded waste and give it new material application in public spaces.

THE PULP URCHIN - Speculative K-Works Studio

Long Island City, NY

ArchLeague of NY, Folly Competition, 2016

THE PULP CANOPY Built K-Works Studio

Unused discarded toilet paper, reclaimed Material from Denver Int’l Airport Community, Material. Boston, MA, 2015

THE PULP WALL - Built K-Works Studio

University of Colorado Denver, 2013

QUAD COMPETITION - Speculative K-Works Studio

By What’s In, research on urban housing Boston, MA, 2017

TRUNCATED VOLUMES - Model

Fabricated; museum board K-Works Studio

University of Colorado Denver, 2012

PINK CREATURES - Built Prototype

K-Works Studio

Quad Competition By What’s In Boston, MA, AIA ‘Space’ 2017

PLUSH MIDDLES - Model

Fabricated; museum board, spray paint

Proposal for Stuttgart garden pavilion for Endemic Architecture, C. Thenhaus University of Colorado Denver, 2012

THE PARKING LOT PROJECT - Built Kickstarter for Art Education Pavilion Flexible space for at-risk students

Denver, for Museo de las Americas, 2013

Led by Katie Donahue, Board of Directors, for Architecture for Humanity (now OAC)

THE BASA PROJECT Built

Earthbag Classroom (earthquake resistant)

Fundraising, Designing, Building, 2013

Basa, Nepal (Himilayan Mountain Village)

Architecture for Humanity (now OAC)

With Edge of Seven and Small World

REDEFINING THE TOWN SQUARE Research Research and Communinty Interventions

Denver, Colorado, for Gensler, 2012

New models for pop-up space, flexible programming, and community interaction

A THOUSAND WORDS - Unbuilt Public Installation Proposal Runner up, 2013 Denver, Colorado, for Gensler Interactive public plaza art wall

BOSTON ATHENAEUM- Speculative Proposal for Athenaeum

Boston, MA, for C. Thenhaus Endemic Architecture, 2015

DIGITAL/TACTILE- Speculative Proposal for reuse of existing drydocks and warehouses for arcitecture education Brooklyn Navy Yards, NY Cornell, Mitchell Joachim, 2014

CAMILLA - Unbuilt Proposal for Flat Lot Competition Flint, Michigan for C. Thenhaus Endemic Architecture, 2013

VERTICAL COMMUNITIES - Research Study of and proposal for reuse of Port Authority base structure building for new super tall building; vertical zoning districts 42nd Street, NYC, NY Cornell, Felipe Correa, 2014

33 BOND STREET- Built Feature Lobby Wall Metal tube panels and substrate For TF Cornerstone Brooklyn, NY Handel Architects, 2017

KAI TAK- Research Study of and proposal for reuse of airport terminal for water purification and reintroducing community water recreation Kowloon Bay, Hong Kong Cornell, David Moon, 2015

OTHER RECENT WORK NOT SHOWN:

-HI-Chair Competition

-Translations Fabrication

-Hush Room Installation

-Pulp Canopy 2, Boston Children’s Museum

Work Samples: Katie Donahue, AIA, LEED GA
01 07 02 10 renderings - side A 13th street 11 04 08 05 09 03 DESIGN A: ARCHITECTURE ECOLOGY M. ARCH 2 SUMMER SEMESTER NEW YORK CITY 2014 MITCHEL JOACHIM ANNA BOKOV SMART DOCK EDUCATIONA ACILITY 13 ECOLOGICAL NTER AK AIRPO RUN SITE OON ROOF PLAN 1:200 ALE FINAL PHASE: AQUARIUM PLAN 1:200 ALE LONGITUDINAL SECTION 1:200 ALE INTERIM PHASE: MARKET PLAN 1:200 ALE 17 12 14 16 01 11 02 12 03 13 04 14 05 15 06 16 07 08 09 10 17
DN DN DN D-XX W-X W-X WALL TAGS: EXTERIOR WALL BASEMENT WALL INTERIOR WALL INTERIOR WET WALL INTERIOR WET WALL (6") INTERIOR WALL (6") STRUCTURAL INTERIOR WALL EXTERIOR WALL W-1 W-2 W-3 W-4 W-5 W-6 W-7 W-8 REF A-501 FOR WALL TYPE DETAILS -202.00 -201.00 -201.00 A-301.00 -202.00 A-301.00 A B C D 1 5 A-402.00 FIRE PLACE BUILT CABINETRY UNDER STAIRCASE HOOKS AND SHELVES HOOKS AND SHELVES PROPERTY LINE 4"x4" CONCRETE POSTS CONTINUE FOUNDATION WALL LVT FLOORING LIVING ROOM TILE FLOORING HALF BATH POURED SLAB GARAGE LVT FLOORING KITCHEN DOUBLE HEIGHT FIXED GLASS WINDOW FRONT RE: 1/A-202 CASEWORK TILE ON FLOOR AND PAINTED WALL TILE ON FLOOR AND WALLS UP TO 42" AFF OPEN ABOVE DW D-11 W2 D-08 D-12 D-09 D-07 DOG WALK SHOWER W W SINK REF. LVT FLOORING ENTRANCE LOBBY ELECTRICAL PANEL WOOD COMPOSITE DECK FUR WALL OUT TO ALIGN WITH LOWER LEVEL WALL FLOOR TO SLOPE TOWARD OPENING W8 W1 D-10 W1 W1 W1 A-502.00 10'-6" CLG. HT 10'-6" CLG. W5 W5 W5 W3 2'-5" SH 4'-0" SH 4'-8" FACE OF DECK TO FACE OF FNDN 5" FACE OF FNDN FACE OF FNDN FACE OF FNDN FACE OF FNDN FACE OF FNDN FACE OF FRAMING 11" OVERALL DIMENSION FACE OF SIDING TO FACE SIDING 1/2" 1/2" 21' 1/2" OVERALL DIMENSION FACE OF SIDING TO FACE SIDING A-502.00 GAS FIREPLACE; VENTED DIRECTLY TO EXTERIOT, REF. EXTERIOR ELEVATIONS PRESSURE TREATED WOOD FINS RANGE HOOD VENT EXTERIOR; REF. EXTERIOR ELEVATIONS WALL MOUNTED FAUCET CENTER FLOOR DRAIN ROOM CONCRETE DRIVEWAY; SLOPING 2% MIN., 10% MAX. NEW CONCRETE PAVER WALK; SLOPING 1/4'' PER MIN W5 -404.00 1/64" 3/16" FRONT SETBACK 20' PROVIDE 208/240 VOLT POWER FOR READY SPACE PER IECC 317 A-404.00 MECH CHASE PROVIDE VENTED RADON SYSTEM W5 18" CLR, NO DRYWALL ON INTERIOR OF CHASE RAILING RAILING 1/2" 1/2" GATE GATE HANDRAIL 1/4" AREA SCHEDULE: NAME LOWER LEVEL: 853 SF GARAGE&DOG WASH: 439 SF LEVEL LEVEL 1/4" 1'-0" LEVEL 01 NOTE: ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FOUNDATION OR FACE OF STUDS UNLESS NOTED OTHERWISE.
VIEW RESIDENCE Superior, Colorado
PINE
PINE VIEW RESIDENCE Superior, Colorado

MARTIN RESIDENCE

Residential Gut Renovation and Re-Design

Hamptons, New York

A CURB OR WITH A SHOWER PAN). INSTALL NEW HALF PANEL GLASS WALL. NEW LAVATORY, NEW TOILET, NEW MIRROR OR MEDICINE CABINET.

4. NEW WALK IN PANTRY WITH SHELVING.

5. NEW 12” DEEP MILLWORK ADJACENY TO PANTRY.

6. NEW COAT CLOSET WITH CONCEALED SLIDING HARDWARE AT WALL AND TRACK AT FLOOR.

7. NEW LIGHT/CLERESTORY WINDOW ABOVE CLOSET TO PROVIDE LIGHT INTO BATHROOM.

8. NEW KITCHEN CABINETRY FLOOR TO CEILING WITH NEW PANEL APPLIANCES FOR FRIDGE AND DISHWASHER. VERIFY DIMENSIONS WITH MILLWORKER.

9. REUSE AND RE-INSTALL EXISTING STAINLESS STEEL FRIDGE. OWNER PROVIDED, GC INSTALLED.

10. INSTALL NEW ISLAND WITH SINK, DISHWASHER, AND STORAGE LOCATED WITHIN IT. VERIFY DIMENSIONS WITH MILLWORKER.

11. INSTALL NEW WINDOW WALL SYSTEM FROM KITCHEN TO DECK. CONSIDER MARVIN, ANDERSON, PELLA OR EQUAL. VERIFY DIMENSIONS WITH MANUFACTURER AND OPTIMIZE SIZE FOR STRUCTURAL EFFICIENCY AND COST.

12. ALLOW FOR DOG-DOOR AT WINDOW WALL SYSTEM. OWNER PROVIDED AND OWNER INSTALLED.

13. INSTALL NEW SUPPLY AND RETURN. SEE MECHANICAL DIAGRAMS.

THE ABI HOUSE

A -1.01 Scale Project number Date Drawn by Checked by Structural Engineer: Envision Design LLC Chris Chen, PE 863 Santa Fe Dr, Denver, CO 80204 chrisc@envisiondesignllc.com C: 720.224.6613 Sheet Name 2000.01 20 September, 2021 KH KD 1/8" = 1'-0" 01 January, 2000 No. Description Date Architect: K-Works Studio Katie Donahue 863 Santa Fe Drive, Denver, CO 80204 C: 212.203.5342 Seal & Signature Admin No: 6589 South Abilene Way Centennial, Colorado 80111 Client: Katie Donahue and Jonathan Miller 6589 South Abilene Way, Centennial, CO 80111 kdonahue@kworksstudio.com C1: 212.203.5342 C2: 608.354.5346 The Abi House General Contractor: TBD NOT FOR CONSTRUCTION - DESIGN SET ONLY 4'-6" DN LIVING ROOM DN 4'-6" GARAGE C E 6'-0" P R DN D H 11'-2" DN 2'-0" DINING ROOM 2'-10" 2'-0" UCTION PLAN 22'-7 9'-7 17'-5" DECK 0'-5" F 4'-6" DN 2'-0" 4'-6" 6'-0" W GARAGE DN DECK 9'-7 2'-0" LIVING ROOM 0'-4 0'-5" 17'-5" DN DINING ROOM 11'-2" 22'-7 2'-10" Construction Floor Plan 1/4 1’-0” Scale NOT IN SCOPE REC ROOM NOT IN SCOPE Location Plan Scope of Work 3/16 = 1’-0” Scale NOTES ON CONSTRUCTION SCOPE OF WORK: 1. NEW WOOD FLOORS THROUGH OUT MAIN LEVEL. 2. EXCEPTION: NEW TILE FLOOR AT BATHROOM AND PANTRY. 3. NEW BATHROOM WITH WALK IN SHOWER (WITH
1 2 01 DESIGN SET FIRST REVIEW 09/20/21 Internal Updates 10/09/2021
A-1.1 Construction Plan
Centennial, Colorado

CONSTRUCTION AREAS TO BE DISCUSSED

Los Angeles, California

ENTERTAINMENT LIBRARY LIVING ROOM DINING ROOM ENTRY POWDER ELEV. B.O. CEILING FRAMING: 10'-8" B.O. SOFFIT FRAMING: 9'-8" B.O. CEILING FRAMING: 10'-8" B.O. SOFFIT FRAMING: 9'-7" T.O. COFFER FRAMING: 10'-8" B.O. COFFER FRAMING: 9'-8" B.O. CEILING FRAMING: 10'-8" B.O. SOFFIT FRAMING: 9'-7" (DOUBLE-HEIGHT) ENTRY STAIR B.O. CEILING FRAMING: 10'-8" KITCHEN B.O. CEILING FRAMING: 10'-8" B.O. SOFFIT FRAMING: 9'-8" SOFFIT SOFFIT SOFFIT SOFFIT CENTERLINE OF COFFER B.O. CEILING FRAMING: 9'-7" WINDOW, SILL AT 3'-6" A.F.F. 36" WINDOWS, SILLS WINDOWS, SILLS AT 3'-6" A.F.F. 108" OUTSWING DOORS 72" 108" OUTSWING DOORS 72" 108" OUTSWING DOORS, TYP. 108" OUTSWING DOORS WINDOW, SILL 3'-6" A.F.F. 36" 66" WINDOW, SILL 3'-6" A.F.F. 108" OUTSWING DOORS DOOR R.O. BASEMENT ENTERTAINMENT MEDIA ROOM BATH POWDER GARAGE ELEV. UP B.O. CEILING FRAMING: 10'-9 B.O. CEILING FRAMING: 10'-11" SOFFIT B.O. CEILING FRAMING: 10'-10" B.O. CEILING FRAMING: 9'-4 B.O. CEILING FRAMING: 9'-4 B.O. CEILING FRAMING: 10'-11" DOORS THIS LEVEL: 8'-2" HIGH ROUGH OPENING BEDROOM #1 BEDROOM BATH WALK CLOSET DN BEDROOM BEDROOM #4 BEDROOM BATH WIC BATH BATH CLO. HALL BATH ELEV. B.O. CEILING FRAMING: 9'-3", TYP. LEDGE 2ND FLOOR 1ST FLOOR BASEMENT Master Bathroom: - ceiling lighting alignment - sconce alignment - architectural feature wall around built in tub - architectural bump out for vanity, or all millwork? - is the fire place gas? Master Bedroom: - does this plan reflect the current door location? Entry: - Sconce locations - Arch definition Dining room: - lighting coves - sconce location Living Room: - lighting coves Staircase: -downlights at stair installed yet? -storage below staircase Media Room: - door location / column width Entertainment Room: - cabinetry may have to extend beyond window Office:
DUXBURY HOUSE

C&H APARTMENTS

Lakewood, Colorado

This Page: Set Backs for Building

THE SCHAFER APARTMENT Design Updates 3.20.2021 Property Property Property Property Property 66.44 176.47 67.35 Property
8115 West 12th Street, Lakewood Site Map from Survey K-Works Studio | Schafer Complex Buildable Area (to be confirmed) THE SCHAFER APARTMENT Design Updates 3.20.2021 5 GROUND WATER UTILITY OPEN BELOW 2ND 4TH 3RD 5.03 BED 148 GSF 448 GSF +148 448 GSF +148 GROUND 896 GSF 2ND= BED 3RD/4TH= 448 DOWN LOFT 596 GSF OFFICE GSF GSF 744 GSF GSF 4,814 GSF ENVELOPE 1,042 GSF CORE/CIRC 3,772 NSF RENTABLE 78.35% EFFICIENCY CLOSET WH CLOSET 29.00 29.00 WD 29.00 WD WD WH WH Structural Notes: • 20”x20” columns • 5” SOG for ground level • 10” mild slab all others • 5’ cantilever of corridor works • 12” shear walls at stairs • Need studrails • Can consider 8” slab with 4” drop panels MEP/Civil Notes: • Will still need telecom demarc rooms • Apx 64 SF meter bank area needed with 3’ clearance, front access • Apx 60 SF water and fire command room • Transformer 208 single phase serve • Utility access at south of site most ideal • Will need to determine corridor pressurization
DN A-303 W/D C D 13' 10" 1/8" LIVING ROOM 105 R/F BENCH NEW LAUNDRY CHUTE 11' WT-3 WT-3 WT-3 WT-1 WT-1 WT-3 WT-3 WT-3 WT-3 WT-3 WT-3 WT-1 SKYLIGHTS, 2'X4'. CENTERED OVER KITCHEN. TO REMAIN 110 108 A-351 A-351 A-301 1/8" 1/4" 3/4" 3/4" 1/4" 1/4" 5/8" 1/4" 13/16" 5/16" MASTER BEDROOM 209 BEDROOM 202 BEDROOM BATH 207 KITCHEN FAMILY ROOM 204 212 CL. A-352A-353 -200 BRICK BE RESTORED -200 -200EXISTING SKYLIGHT REPLACE OUTTER DOOR WITH NEW SCREEN APPLY -WAY FILM FOR PRIVACY AT WINDOW FIRE PLACE FIRE PLACE INSERT WT-1 WT-2 WT-3 WT-4 BRICK VENEER WALL BOARD AND BATTEN WALL DRYWALL PARTITION CONCRETE FOUNDATION WALL WALL TAG 65 W-1 LEGEND DOOR TAG WINDOW TAG WALL TYPE NOT SCOPE Scale Project number Date Drawn Checked Architect: -Works Studio Katie Donahue, Katharina Hoerath Denver, CO 80204 212.203.5342 T2: 718.406.1779 Seal Signature KEN AND LAURA BEAMON 14050 Crabapple Place Golden, CO 80401 Builder: Builders LLC 303.710.1585 austin.schmidt@lux-builders.com Client: Ken Laura Beamon 14050 Crabapple Place Golden, CO 80401 770.363.1585 kbeamon@gmail.com Engineer: TBD indicated A-102 PROPOSED GROUND FLOOR PLAN Project Number Issue Date Author Checker 1/4" 1'-0" Ground Floor Plan -New Construction Area Schedule (Gross Building) NumberNameArea GROUND FLOOR 3204 SF BASEMENT FLOOR 1748 SF BASEMENT GARAGE 576 SF Description Date 1PERMIT SUBMISSION 08/19/22 DRAFT SET FOR REVIEW 11/7/2022 Beamon Residence Golden, Colorado

Boston, Massachusetts

HOUSE 1

The New Newton House

• Uses timeless materials and common 2/3rds proportions

• Emphasis on large gathering space around kitchen, dining and living combined

• Maxes out FAR while breaking down massing to an approachable scale at front

• Opportunity for wrap around deck at front and back

• Ideal for mother-in-law suite

HOUSE 2

The Timeless Treetop House

• Uses costal vernacular and uses shingle-shake siding

• Integrates deliberately with nature at all levels

• Deck creates strong orientation to most private portion of backyard

• Features celebratory wine display and feature fireplace

• Central axis for all shared spaces creates dynamic core node for living, entertaining, and relaxing.

HOUSE 1

The New Newton House

HOUSE 3

The Contemporary Cape Cod

• Updated version of a traditional style that maintains strong symmetry and timeless organization

• Hierarchical front entry sequence opens up to double height living area with views

• Provides the most beds/baths but can be scaled down or easily altered

• Gracious double-height space for dramatic views

• Uses durable, timeless, and prestigious feeling materials like stone

HOUSE 2

The Timeless Treetop House

HOUSE 3

The Contemporary Cape Cod

MASSE BUILDERS WORKS

WORKS

Newton Spec Home - DESIGN SKETCHES

• Uses timeless materials and common 2/3rds proportions

• Emphasis on large gathering space around kitchen, dining and living combined

• Maxes out FAR while breaking down massing to an approachable scale at front

• Opportunity for wrap around deck at front and back

• Ideal for mother-in-law suite

• Uses costal vernacular and uses shingle-shake siding

• Integrates deliberately with nature at all levels

• Deck creates strong orientation to most private portion of backyard

• Features celebratory wine display and feature fireplace

• Central axis for all shared spaces creates dynamic core node for living, entertaining, and relaxing.

Newton Spec Home - DESIGN SKETCHES

• Updated version of a traditional style that maintains strong symmetry and timeless organization

• Hierarchical front entry sequence opens up to double height living area with views

• Provides the most beds/baths but can be scaled down or easily altered

• Gracious double-height space for dramatic views

• Uses durable, timeless, and prestigious feeling materials like stone

MASSE BUILDERS

Stair
K
House Footprint LEGEND Deck Footprint Kitchen Dining Living Stair Outdoor Connection 3 HOUSE IDEAS - ORGANIZATION DIAGRAMS MASSE BUILDERS K WORKS Newton Spec Home - DESIGN SKETCHES 1ST FLOOR HOUSE 1 New Newton CRAWLSPACE W COATCLOSET CLOSET CLOSET OPENTOABOVE ENTRY PANTRY CLOSET OUTSIDE DECK/ COVERED OVERHEAD OUTSIDE DECK LINEN CLST WC CLSTBATH TABLEFOLDING MUDLAUNDRY/ ROOM CLOSET PLAYROOM/ OFFICE OPEN OW TOOPEN OWBEL DECKROOF LOSET CLOSET MASSE BUILDERS WORKS Newton Spec Home DESIGN SKETCHES 2ND FLOOR HOUSE New Newton STORAGE CRAWLSPACE SAUNA/SPA MECHANICAL CLOSET ABOVE ENTRY PANTRY OUTSIDE DECK/ COVERED OVERHEAD OUTSIDE DECK FOLDING MUDLAUNDRY/ ROOM CLOSET PLAYROOM/ OPEN BELOW BELOW DECKROOF MASSE BUILDERS WORKS Newton Spec Home DESIGN SKETCHES BASEMENT HOUSE New Newton WALKOUT STORAGE CRAWLSPACE SAUNA/SPA MECHANICAL GARAGE CLOSET ENTRY PANTRY OUTSIDE DECK/ COVERED OVERHEAD OUTSIDE DECK TABLE LAUNDRY/ ROOM PLAYROOM OPEN DECKROOF
CONFIDENTIAL RESIDENCE

HOUSE 2

The Timeless Treetop House

• Uses costal vernacular and uses shingle-shake siding

• Integrates deliberately with nature at all levels

• Deck creates strong orientation to most private portion of backyard

• Features celebratory wine display and feature fireplace

• Central axis for all shared spaces creates dynamic core node for living, entertaining, and relaxing.

HOUSE 3

The Contemporary Cape Cod

• Updated version of a traditional style that maintains strong symmetry and timeless organization

Timeless Treetop

• Hierarchical front entry sequence opens up to double height living area with views

• Provides the most beds/baths but can be scaled down or easily altered

• Gracious double-height space for dramatic views

• Uses durable, timeless, and prestigious feeling materials like stone

HOUSE 1

The New Newton House

HOUSE 2

The Timeless Treetop House

HOUSE 3

The Contemporary Cape Cod

Newton Spec Home - DESIGN SKETCHES

MASSE BUILDERS

• Uses timeless materials and common 2/3rds proportions

• Emphasis on large gathering space around kitchen, dining and living combined

• Maxes out FAR while breaking down massing to an approachable scale at front

• Opportunity for wrap around deck at front and back

• Ideal for mother-in-law suite

• Uses costal vernacular and uses shingle-shake siding

• Integrates deliberately with nature at all levels

• Deck creates strong orientation to most private portion of backyard

• Features celebratory wine display and feature fireplace

• Central axis for all shared spaces creates dynamic core node for living, entertaining, and relaxing.

• Updated version of a traditional style that maintains strong symmetry and timeless organization

• Hierarchical front entry sequence opens up to double height living area with views

• Provides the most beds/baths but can be scaled down or easily altered

• Gracious double-height space for dramatic views

• Uses durable, timeless, and prestigious feeling materials like stone

Newton Spec Home - DESIGN SKETCHES

MASSE BUILDERS K WORKS

House Footprint LEGEND Deck Footprint Kitchen Dining Living Stair Outdoor Connection 3 HOUSE IDEAS - ORGANIZATION DIAGRAMS MASSE BUILDERS K WORKS Newton Spec Home - DESIGN SKETCHES
OPTION 2
1ST FLOOR LIGHTWELL FIREPLACEDOUBLESIDED PANTRY BUILT BENCH WINECELLAR/ GLASS TERRACE OPENTOABOVE CL CL CL LIGHTWELL UP OPEN BELOW ROOFTERRACE OFFICE RARY GYM OFFICE MASSE BUILDERS WORKS Newton Spec Home DESIGN SKETCHES 2ND FLOOR OPTION Timeless Treetop UTILITIES LIGHT WALK DOUBLE FIREPLACE PANTRY BENCH CELLAR/ GLASS TERRACE OPEN ABOVE LIGHT BELOW ROOFTERRACE OFFICE LIBRARY MASSE BUILDERS WORKS Newton Spec Home DESIGN SKETCHES BASEMENT OPTION Timeless Treetop UTILITIES WELL PANTRY BEN TERRACE WELL OFFICE CONFIDENTIAL RESIDENCE
Boston, Massachusetts

HOUSE 3

The Contemporary Cape Cod

• Updated version of a traditional style that maintains strong symmetry and timeless organization

• Hierarchical front entry sequence opens up to double height living area with views

• Provides the most beds/baths but can be scaled down or easily altered

• Gracious double-height space for dramatic views

• Uses durable, timeless, and prestigious feeling materials like stone

HOUSE 1

The New Newton House

HOUSE 2

The Timeless Treetop House

HOUSE 3

The Contemporary Cape Cod

MASSE BUILDERS

• Uses timeless materials and common 2/3rds proportions

• Emphasis on large gathering space around kitchen, dining and living combined

• Maxes out FAR while breaking down massing to an approachable scale at front

• Opportunity for wrap around deck at front and back

• Ideal for mother-in-law suite

Boston, Massachusetts

• Uses costal vernacular and uses shingle-shake siding

• Integrates deliberately with nature at all levels

• Deck creates strong orientation to most private portion of backyard

• Features celebratory wine display and feature fireplace

• Central axis for all shared spaces creates dynamic core node for living, entertaining, and relaxing.

• Updated version of a traditional style that maintains strong symmetry and timeless organization

• Hierarchical front entry sequence opens up to double height living area with views

• Provides the most beds/baths but can be scaled down or easily altered

• Gracious double-height space for dramatic views

• Uses durable, timeless, and prestigious feeling materials like stone

DESIGN SKETCHES

MASSE BUILDERS

K WORKS Newton Spec Home -
House Footprint LEGEND Deck Footprint Kitchen Dining Living Stair Outdoor Connection 3
MASSE BUILDERS K WORKS Newton Spec Home - DESIGN SKETCHES CRAWL SPACE UP CABINETRY/DROP PANTRY ABOVE ABOVE WALKOUTPATIO PORCH KITCHEN LIVING PRIMARY BEDROOM BEDROOM LIBRARY/ OFFICE ENTRY DECK D LAUNDRYROOM LINEN CL CL CLOSET OPENTO BELOW OPEN BELOW DECK BELOW HOUSE 3 Contemporary Cape Cod 1ST FLOOR MASSE BUILDERS WORKS Newton Spec Home DESIGN SKETCHES 2ND FLOOR HOUSE Contemporary Cape Cod GARAGE CRAWL CRAWL SPACE MOVIE THEATER MECH/ UTILITY BEDROOM BAR/ KITCHENETTE GAME CABINETRY/DROP PANTRY WALKOUTPATIO PORCH KITCHEN LIVING PRIMARY BEDROOM BEDROOM LIBRARY/ OFFICE ENTRY LAUNDRYROOM LINEN CLOSET OPEN BELOW BELOW MASSE BUILDERS WORKS Newton Spec Home DESIGN SKETCHES BASEMENT HOUSE Contemporary Cape Cod GARAGE STORAGE CRAWL SPACE CRAWL SPACE MOVIE THEATER MECH/ UTILITY BEDROOM KITCHENETTE ROOM PANTRY WALK PATIO PORCH KITCHEN LIVING PRIMARY BEDROOM BEDROOM LIBRARY/ OFFICE ENTRY LAUNDRYROOM LINEN CLOSET OPEN BELOW ELOW
HOUSE IDEAS - ORGANIZATION DIAGRAMS
CONFIDENTIAL RESIDENCE
BEDROOM 12'
14'2" DOWN
1
x
DAYTON HOUSE, SPEC
Denver, Colorado
DOWN DW FR CLOSET BEDROOM 9'11" X 9'6" BEDROOM 10'10" X 10'4" BEDROOM 14'5" X 10'8" BEDROOM 10'4" X 9'6" BEDROOM 10'7-1/2" X 10'10"
DAYTON HOUSE, SPEC 2 Denver, Colorado

DAYTON HOUSE, SPEC 3

Denver, Colorado

BEDROOM 8'7" X 9'5" BEDROOM 8'7" X 9'5" BEDROOM 10'8" X 14'11"

THE NORMAN

Residential Gut Renovation and Re-Design

New York City, New York

2'0" 10'7" 0' 1/2" 1" 5' 11 1/2" 11' 13' 6" 3'7" 1" 12' 1/2" 7' 11" 14'1" 11' 7" 13' 4" 11' 9" 15/16" EXISTING PAINTED WOOD WALL PANELS TO BE STRIPPED AND STAINED EXISTING TILE TO BE REPLACED WITH HISTORIC TILES AS NEEDED IN ENTIRE BATHROOM (EXISTING BATHROOM TILE UP TO 4'-6"). MIRROR CABINET ABOVE SINK AND TOILET NEW SHOWER ROD AND CURTAIN WATER RESISTANT PAINT AND DRYWALL (EX GREENBOARD) ABOVE TILE LOW WALL TO MATCH BELOW WINDOW. SHOWER SYSTEM FIXTURES MOUNTED ON LOW WALL. SHOWER HEAD TO BE MOUNTED FROM CEILING NEW PEDESTAL SINK NEW FLOOR AND WALL TILE. HEIGHT TO MATCH FULL BATHROOM. NEW PLUMBING FIXTURES. WALK IN CLOSET WITH SHELVES,HANGING BARS,SHOE STORAGE, STORAGE ABOVE WASHER/DRIER EXISTING DOOR TO BE MOVED ELECTRICAL PANEL EXISTING TUB TO BE REGLAZED EXISTING PAINTED WOOD PANELS TO BE STRIPED AND SEALED. MOCK UP REQUIRED. TO BE APPROVED BY CLIENT GAS METER WET AREAS TO BE WATERPROOFED WITH LATICRETE 9325 WITH FLEECE REINFORCING 03 04 RESOURCES FURNITURE. "ULISSE BED" 01 NEW TOILET WITH FLUSHOMETER AND NEW SINK CONNECTING TO EXISTING PLUMBING. REPAIR STORAGE BELOW WINDOW AS NEEDED QUARTZ COUNTER TOP NEW WINDOW SHADES. PULL DOWN NEW WINDOW SHADES. PULL DOWN NEW WINDOW SHADES. PULL UP FROM BOTTOM. NEW WINDOW SHADES. PULL DOWN NEW FRAME AS SHOWN ON ELEVATION NEW WINDOW MOULDING TO MATCH EXISTING RELOCATE SMALL RADIATOR FROM DINING ROOM TO EXISTING RADIATOR CONNECTION NEW WINDOW MOULDING TO MATCH EXISTING INSTALL NEW WASHER, DRYER ON VIBRATION ISOLATION MAT IN WATERPROOF PAN WITH EMERGENCY SHUT OFF CHECK VALVES WITH SENSOR IN PAN, HOSES TO BE MADE FROM HIGH PRESSURE METAL MESH REINFORCED LINES. 05 06 07 08 3' 9/16" FILL AND PATCH OPENING. TO BE CLADDED WITH ORIGINAL WOOD PANELS TO MATCH EXISITNG FILL AND PATCH OPENING QUARTZ COUNTER TOP 2'3 3/4" 1'6" 2' 6" 03 EXISTING RISER TO BE BOXED IN EMTY RISERS DEMOED AND CAPPED AT CEILING AND FLOOR 10" 0" 3'1 1/2" 3'2 1/2" BOX IN VENT STACK 3' 5" 3' 10 1/2" 01 04 02 CROWN MOULDING APPLIED TO MATCH EXSISTING TOILET TO REMAIN -NEW FLUSHOMETER TO BE INSTALLED. CROWN MOULDING TO MATCH EXISITNG 01 CONSTRUCTION NOTES: THE INTEGRITY OF ALL FIRE RATED TENANT DEMISING PARTITIONS, CHASES, AND CEILING/ FLOORS ARE TO BE MAINTAINED AT ALL TIMES. OPENING AND ANY ABANDONED PENETRATIONS ARE TO BE SEALED DAILY TO MAINTAIN FIRE RATING INTEGRITY. ALL HUNG G.W.B. CEILINGS TO BE INSTALLED ON BLACK IRON SUPPORTS WITH PROPER SPACING. ALL EXPOSED HVAC AND HOT & COLD PLUMBING SUPPLY LINES ARE TO BE INSULATED. PIPE INSULATIONS IS TO BE INSPECTED BY THE BUILDING SUPERINTENDENT PRIOR TO CLOSURE. ALL WET AREAS ARE TO BE WATERPROOFED USING LATICRETE 9235 WITH FLEECE REFINFORCING FABRIC. WATERPROOFING IS TO EXTENDED 6" UP THE WALLS ,AND IN TUB AREAS, IS TO EXTENDED TO THE CEILING. WATERPROOFING IS TO COVER THE ENTIRE FLOOR UNDER CABINETS, FIXTURES,PANS AND APPLIANCES, WATERPROOFING IS TO BE INSPECTED BY BUILDING SUPERINTENDENT PRIOR TO CLOSURE. TYPICAL FOR ENTIRE APARTMENT: ALL WALLS, BASEBOARD, CEILING NEW SKIM COAT, PAINTED. COLOR: BENJAMIN MOORE. COLOR TBD EXISTING WALL TYPE NEW WALL TYPE WALL TYPESPLUMBING FIXTURES P01 P02 P03 P04 P05 P06 P07 P08 TOILET WITH FLUSHOMETER PEDESTAL SINK WALL MOUNTED FAUCET SHOWER ROD & CURTAIN 23 1/2" MIELE WASHER (W3038) 23 1/2" MIELE DRYER (T8023C) STACKED 28 1/8" X 18 7/8" 9" KITCHEN SINK FRANKE. FAUCET PURIST BY KHOLER (7505) 24" BOSCH DISHWASHER (custom panel SHVM88Z73N) PA-01 PA-02 TOILET PAPER HOLDER TOILET BAR PA-02HOOK APPLIANCE SCHEDULE E01 E02 30" BOSCH STOVE (HGI8056UC) 30" 80" BLOMBERG REFRIGERATOR PANEL READY E0330" SHARP MICROWAVE DRAWER OVEN (SMD3070AS) E0430" MIELE SLIDE OUT HOOD (DA 3180) Scale Project Date Drawn Checked Clie Pau 43 New Tel ME Rya Kei Tel Em CO TBD ArcKat 863 Den T1: Seal & NYC DO 01 No. MOLDING CABINET FOR STORAGE MIRROR CABINET STORAGE DEEP WOOD SHELF CABINET FOR STORAGE MIRROR CABINET SINK MIRROR CABINET NEW SHOWER ROD SCONCES TILE CROWN MOLDING EXISTING TILE SHOWER AREA A-400.00 A-400.00 PAINT COLOR TBD TOWEL ROD MIRROR CABINET ABOVE SINK AND HOOK SPECIFICATION TBD Client: Paul Hoeffel Helene Hoedl West 93rd Street #28 New York, NY, 10025 +1 - -1934 MEP: Ryan Soames Engineering, DPC +1 - -6072 Email:kmoorhouse@ryansoames.com CONTRACTOR: TBD Architect:Katie Donahue, Katharina Hoerath Santa Drive Denver, CO 80204 212-203-5342 T2: 718- -1779 Paul Hoeffel Helene Hoedl West 93rd Street, Apt. New York, NY, 10025 CONSTRUCTION DOCUMENTS 19.12.01 Description 1SET FOR BIDDING XXXX 3/4"FULL BATH ELEVATIONFULL BATH ELEVATION 3/4"FULL BATH ELEVATION 3/4" - 9 FULL BATH ELEVATION -301.00BATHROOM HALF BATH EXISTING TILE TO TILES NEEDED ENTIRE BATHROOM (EXISTING BATHROOM TILE UP 4'-6"). MIRROR CABINET ABOVE SINK AND TOILET NEW SHOWER ROD AND WATER RESISTANT PAINT AND DRYWALL (EX GREENBOARD) ABOVE TILE BELOW WINDOW. SHOWER SYSTEM FIXTURES MOUNTED ON LOW WALL. SHOWER HEAD NEW FLOOR AND WALL TILE. HEIGHT TO MATCH FULL BATHROOM. NEW PLUMBING FIXTURES. EXISTING TUB BE REGLAZED WET AREAS TO WATERPROOFED WITH LATICRETE 01 NEW TOILET WITH SINK CONNECTING EXISTING PLUMBING. FLUSHOMETER BE INSTALLED. NEW FLOOR AND WALL TILE. HEIGHT TO MATCH FULL BATHROOM TILE CROWN MOLDING CABINET FOR STORAGE MIRROR CABINET NEW PEDESTAL SINK AND TOILET WITH FLUSHOMETER CABINET FOR STORAGE MIRROR CABINET DEEP WOOD SHELF TOILET WITH FLUSHOMETER CABINET FOR STORAGE MIRROR CABINET NEW PEDESTAL SINK MIRROR CABINET AND CURTAIN SCONCES TILE CROWN MOLDING EXISTING TILE SHOWER AREA A-400.00 A-400.00 WATERPROOF PAINT COLOR TBD TILE CROWN MOLDING TOWEL ROD MIRROR CABINET ABOVE SINK AND HOOK SPECIFICATION Scale Project number Date Drawn Checked Client: Paul Hoeffel Helene Hoedl West 93rd Street New York, 10025 Tel: 845-283-1934 MEP: Ryan Soames Engineering, DPC Tel: 646-286-6072 Email:kmoorhouse@ryansoames.com CONTRACTOR: TBD Architect:Katie Donahue, Katharina Hoerath 863 Santa Drive Denver, 80204 - -5342 718-406-1779 Seal Signature NYC DOB Paul Hoeffel Helene Hoedl West 93rd Street, Apt. 28 New York, NY, 10025 90% CONSTRUCTION DOCUMENTS 19.12.01 12/01/2019 111 indicated A-301.00 FULL/HALF BATH ELEVATIONS KH KGD Description Date 1SET FOR BIDDING XXXXBATHROOM PLAN 3/4" - 2 HALF BATH ELEVATIONHALF BATH ELEVATIONHALF BATH ELEVATION 3/4"HALF BATH ELEVATION - 6 FULL BATH ELEVATIONFULL BATH ELEVATION 3/4" - 8 FULL BATH ELEVATIONFULL BATH ELEVATION

1020 PARK AVENUE

Residential Gut Renovation and Re-Design

New York City, New York

LOWELL STREET ADU Residential
WOOD RAILING BUILDING FOOTPRINT BELOW PORTION OF EXISTING DECK TO BE REMOVED 4:3 PITCHED ROOF. 1'-0" ROOF OVERHANG ON ALL SIDES WOOD DECK 3/32" 1'-0" 1 ROOF PLAN VICINIT 17' 8" 21' 10" 7/8" 7/8" 10' 3/4" PORTION EXISTING DECK REMOVED GROUND LEVEL EXISTING BASE MODULAR SHOWER FOR BATHROOMS BATHROOMS EXISTING STRUCTURE REMAIN. SCOPE STACKED WASHER/DRYER DEEP WOOD SHELF HOLLOW WOOD FLAT PANEL DOORS THROUGH OUT A-300.00 -200.00 -200.00 -200.00 -200.00 BASE MODULAR SHOWER BATH BED ROOM 203203 BATH CLOSET 204204 BED ROOM 206206 CLOSET 207207 LIVING ROOM 201201 BED ROOM 208208 BATH 210210 CLOSET 209209 -201.00 -201.00 TL TL TL PARKING SPOT PARKING SPOT PARKING SPOT HOLLOW METAL DOOR HOLLOW METAL DOOR 33' A-300.00 -200.00 -200.00 -200.00 -200.00 GARAGE 101101 STORAGE 102102 STORAGE 103103 STORAGE 104104 MECH 105105 CC N Client: Kelly Sennholz Contractor: TBD MEP: TBD Structural: TBD Architect: -Works Studio Katie Donahue, Katharina Hoerath 863 Santa Fe Drive Denver, CO 80204 T1: 212.203.5342 T2: 718.406.1779 Seal Signature NYC DOB No: KELLY SENNHOLZ 1536 Lowell, Denver, Colorado Accessory Dwelling Unit 1ST AND 2ND FLOOR No. Description Date 1/4" 1'-0" 2ND FL PLAN 1/4" 1'-0" 1 1ST FL PLAN- TILE - CONCRETE SCHEMATIC DESIGN -BACKGROUNDS 19.10.11 L01_Ground L01_Ground L02_Second Floor L02_Second Roof Plan WOOD STAIRCASE HANDRAIL L01_Ground L01_Ground Floor L02_Second Floor L02_Second Floor Roof Roof WOOD STAIRCASE AND HANDRAIL L01_Ground Floor L01_Ground L02_Second L02_Second Floor Plan Roof -0" ASPHALT SHINGLE ROOFING MAXIMUM HEIGHT ROOF PAINTED FASCIA GUTTER D.S. WOOD WINDOW TRIM WOOD CORNER TRIM OVERHEAD SLIDING GARAGE DOORS PLANE L01_Ground Floor L01_Ground Floor L02_Second L02_Second Plan ASPHALT SHINGLE ROOFING PAINTED FASCIA WOOD WINDOW TRIM CEMENT BOARD SIDING WOOD VERTICAL SPINDLE RAILING EXISTING STRUCTURE 5/8" Scale Project number Date Drawn Checked by Client: Kelly Sennholz Lowell House Denver Expiditer: TBD Contractor: TBD MEP: TBD TBD Architect: -Works Studio Katie Donahue, Katharina Hoerath 863 Santa Drive Denver, CO 80204 212.203.5342 T2: 718.406.1779 Seal Signature NYC DOB No: KELLY SENNHOLZ Denver, Lowell House ADU 1/4" 1'-0" A-200.00 EXTERIOR ELEVATIONS Author Checker No. Description Date 1/4" 1'-0" 1 ELEVATION NORTH 1'-0" ELEVATION WEST 1/4" 1'-0" 3 ELEVATION EAST 1/4" 1'-0" ELEVATION SOUTH SCHEMATIC DESIGN -BACKGROUNDS 19.10.11 DW W/D 11'-4 1/2" 13'-5" 16'-11 3/8" 1/2" 14'-9" 10'-11 5/8" 3/4" 2'-7" 5/8" 11'-0" 1'-11 7/8" 1'-3 1/2" 8'-0" 6'-1" 12'-4 7/8" 14'-6 5/8" 10'-10" 5'-9" 4'-7 1/2" 6'-3 1/4" GENERAL PLAN NOTES 1.CONTRACTOR TO COORDINATE WITH BUILDING MANAGEMENT FOR TIMES AND LOCATIONS OF ALL DELIVERIES. 2. ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR. 3. ALL WORK TO BE DONE IN COMPLIANCE WITH ALTERATION AGREEMENT HOUSE RULES PER 120 PARK AVENUE BUILDING AUTHORITY. 4. CARE MUST BE TAKEN TO PREVENT RUNNING WATER FROM OVERFLOWING AT JOB SITE. 5. WHERE PIPING IS NOT LOCATED RATED ENCLOSURE PROVIDE FIRESTOPPING SYSTEMS AS MANUFACTURED BY STI, HILTI, USG OR EQUAL. 6. ORDINARE CEMENT, INSULATION AND OTHER NON-RATED SELANTS AND PRODUCTS MAY NOT BE USED UNLESS PRIVDING REQUIRED FIRE RATING. 7. ALL USE OF VOCS TO COMPLY WITH OZONE TRANSPORT COMMISSION GUIDELINES REGARDING OIL BASED MATERIALS. 8. CONTRACTOR TO NOTIFY RESIDENT MANAGER OF THE FOLLOWING MILESTONES: A. COMPLETION OF DEMO B. COMPLETION OF FIRESTOPPING AND FIREPROOFING C. COMPLETION OF PLUMBING AND ELECTRICAL ROUGH-IN D. COMPLETION OF SHOWER PAN INSTALLATION E. COMPLETION OF 24 HOUR WATER RETENTION TEST F. COMPLETION OF SOUNDPROOFING AND WATERPROOFING G. COMPLETION OF CLOSURE AND SEALING OF WALLS PRIOR TO INSTALLATION OF CABINETRY, APPLIANCES, FINISHES AND FIXTURES H. COMPLETION OF PROJECT PRIOR TO DOB SIGNOFF KITCHEN BATHROOM PLAN NOTES ALL BRANCH PIPING, SUPPLY, WASTE AND VENT MUST BE REPLACED BACK TO BUILDING'S RISERS AND STACKS. REPLACED BRANCH PIPING TO INCLUDE NEW RISER SHUT-OFF VALVES. MINIMUM OF ELBOW SWINGS REQUIRED TO ALLOW FOR VERTICAL EXPANSION BETWEEN HOT WATER RISER AND SHUT OFF. PROVIDE ELECTRIC UNIONS WITH APPROPRIATE END CONNECTIONS FOR PIPE MATERIALS. SOFT-SEATED, SPRING LOADED SWING CHECK VALVES SHALL BE PROVIDED ON HOT AND COLD WATER BRANCH LINES FOLLOWING SHUT-OFF VALVES. ALL VALVES SHALL BE ACCESSIBLE FOR SERVICING. BRANCH PIPING IS TO BE WRAPPED WITH DURABLE, CONDENSATE CONTROLLING INSULATING MATERIAL AND SUPPORTED WITH NON-REACTIVE MATERIALS. MINIMUM DISTANCE OF - CLEAR IS REQUIRED BETWEEN HOT AND COLD WATER PIPES AND THERE SHALL BE NO METAL-TO-METAL CONTACT. WATER HAMMER ARRESTER SHALL BE PROVIDED AT ALL BRANCH LINES THE FEED SINKS, LAVATORIES AND WATER CLOSETS AND SHALL BE ACCESSIBLE FOR SERVICING OR SHALL HAVE A LIFETIME GUARANTEE (SIOUX CHIEF OR EQUAL). ARRESTERS TO BE LOCATED PER MANUFACTURER'S SPECIFICATIONS. HOT AND COLD WATER SUPPLY PIPING AND GAS SUPPLY PIPING TO BE RUN WALLS OR CEILINGS ONLY. 10. CONTRACTOR SHALL COORDINATE WITH RESIDENT MANAGER PRIOR TO REMOVAL OR INSTALLATION OF ANY BUILDING SPECIFIC REQUIREMENTS REGARDING ALL PLUMBING FIXTURES, FITTINGS, EQUIPMENT AND/OR APPLIANCES. 11. THERMAL PIPE INSULATION SHALL BE MINIMUM OF - THICK AND MANUFACTURED BY JOHNS MANVILLE, OWENS CORNING, ROXUL OR EQUAL. INSULATION TO BE INSTALLED FOR ALL HOT AND COLD WATER RISER PIPINGN AND ALL BRANCH PIPING ALONG EXTERIOR WALLS TO PREVENT FREEZING. 12. HEAT TRACING USED, IT MUST BE TESTED PRIOR TO INSTALLATION OF INSULATION. 13. CONTRACTOR TO VERIFY ANY EXISTING PIPING RECESSED MASONRY WALLS; IF TO BE REMOVED, WALLS MUST BE PATCHED WITH MASONRY CEMENT. MASONRY WALLS SHALL NOT BE CHANNELED FURTHER FOR INSULATION OF PIPING. 14. CURBED, WATERPROOF COPPER, STAINLESS STEEL, FIBERGLASS OR PREFABRICATED WASHING MACHINE DRIP PAN TO BE LOCATED AT CLOTHES WASHER. 15. CLOTHES WASHER TO BE CONNECTED TO AUTOMATIC SHUT-OFF AND LEAK DETECTION SYSTEM. FLOODSTOP FS3 FH-90 BY ONSITE PRO INC. OR EQUAL. MANUAL SHUT-OFF VALVES ALSO TO BE PROVIDED AND ACCESS SHALL NOT BE BLOCKED BY APPLIANCE OR OTHER. 16. SOFT-SEATED, SPRING LOADED CHECK VALVES AND VACUUM BREAKERS AT BOTH HOT AND COLD WATER SUPPLY REQUIRED ADJACENT TO SHUTOFF VALVES. 17. WASHER TO BE EQUIPPED WITH 200 PSI RATED HIGH TEMPERATURE WASHER HOSE WITH 200 PSI BRASS OR EQUIVALENT ENDS. 18. -2" VENTED STANDING WASTE LINE TO BE PROVIDED TO WASTE STACK. 19. -2" X - MASON INDUSTRIES WMSW PAD OR APPROVED EQUAL WITH 40 DUROMETER CAPACITY OR GREATER SHALL BE INSTALLED UNDER EACH FOOT OF STACKABLE WASHER DRYER. SUBSURFACE MUST BE LEVEL BEFORE INSTALLING. 20. GAS SHUT-OFF VALVE TO BE INSTALLED AT EACH GAS APPLIANCE. 21. AUTOMATIC SHUT-OFF AND LEAK DETECTION SYSTEM SIMILAR TO FLOODSTOP FS3 4H-90 BY ONSITE PRO INC OR EQUAL TO BE INSTALLED AT ALL PLUMBING FIXTURES AT KITCHEN AND POWDER ROOM, INCLUDING SINKS AND DISHWASHER. 22. WATERPROOFING TO BE LATICRETE 9235 OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS THROUGHOUT. SPECIFICATIONS TO BE PROVIDED. 23. PLUMBING LINES RUNNING WITHIN WALLS OVER DRY AREAS SHALL BE WATERPROOFED. WATERPROOFING MUST TURN UP MINIMUM OF 6" AT ALL WALL CONDITIONS. 24. AT WALLS SURROUNDING BATH TUBS AND SHOWERS, WATERPROOFING MUST EXTEND FLOOR TO CEILING. 25. ALL WATERPROOFING TO BE INSPECTED BY 1020 PARK AVE BUILDING AUTHORITY UPON COMPLETION. 26. STONE SADDLES AT BATHROOM TRANSITIONS TO BE ADA COMPLIANT. 27. SHOWERS TO HAVE LEAD PANS TO BE CLAMPED AND SEALED OR SOLDERED INTO DRAIN COLLAR. MUST CAP OVER CURB EXTENDING MINIMUM OF - UP WALL ABOVE TOP OF CURB. 28.CURB MUST BE CONSTRUCTED OF FORMED CONCRETE. NO WOOD BLOCKING TO BE USED. 29. LEAD PAN MUST PASS 24-HOUR WATER RETENTION TEST WITNESSED BY RESIDENT MANAGER AND THEN COATED WITH MASTIC MEMBRANE PRIOR TO INSTALLATION OF MORTAR BED. 30. LEAD PAN TO BE COVERED WITH CEMENTITIOUS MUDSET FOR STONE SLAB FLOORING OR THINSET FOR TILE. KITCHEN BATHROOM PLAN NOTES 31. ALL RENOVATED FLOORS TO INCLUDE SOUNDPROOFING MEMBRANE WITH IMPACT INSULATION CLASS RATING NOT LESS THAN 50 ACCORDANCE WITH ASTM 492, OR NOT LESS THAN 45 FIELD TESTED IN ACCORDANCE WITH ASTM 1007 IN COMPLETED CONSTRUCTION. 32. SOUNDPROOF PRODUCT TO BE GENIE MAT RST10 (10MM), KINETICS SR FLOORBOARD 5/8" THICK, COLBOND ENKASONIC 9110 (10MM), QUIET CORK (6MM), SIKA ACOUBOND OR EQUAL. PERFORMANCE UNDER DRY OR WET CONDITIONS SHALL MEET NEW YORK CITY BUILDING CODE AND TEST DATA TO BE PROVIDED. 33. SOUNDPROOFING TO BE INSTALLED ON FLAT, SOLID SURFACE FOR UNIFORM BEARING. CONTRACTOR TO SHIM AS NEEDED. NOT SOUNDPROOFING OVER SLEEPERS OR VOIDS. 34. PERIMETER ISOLATION TO BE USED FOR INSTALLATION OF ALL SOUNDPROOFING. 35. SOUNDPROOFING MUST BE INSPECTED BY RESIDENT MANAGER PRIOR TO FINISH FLOOR INSTALLATION. 36. ALL NEW FRAMING TO BE METAL STUD CONSTRUCTION WITH SOUND ATTENUATION INSULATION WHERE POSSIBLE. 37. ALL WOOD USED FOR BLOCK, SUPPORT, OR SHEATHING TO BE FIRE-TREATED WITH NON-TOXIC MATERIAL. 38. DUROCK OR EQUAL TO BE INSTALLED AT SHOWER/TUB WALL ENCLOSURES. ALL OTHER WALLS AND CEILINGS IN BATHROOMS TO BE SHEETROCK MOLD TOUGH GYPSUM PANEL BY USG OR EQUAL. 39. ALL NEW SUSPENDED CEILING CONSTRUCTION SHALL CONSIST OF SUPPORTING HANGER RODS, CHANNELS AND GRID AS REQUIRED BY NEW YORK CITY BUILDING CODE. 40. ADHESIVE, MECHANICAL AND SCREW ANCHORS SUBJECT TO SPECIAL INSPECTION BY CERTIFIED INSPECTOR. 41. ALL FINISHES USED TO BE WATER-BASED. NO OIL BASED PRODUCTS TO BE USED IN THE BUILDING. 42. REINCFORCEMENT TO BE PROVIDED IN WALLS FOR FUTURE GRAB BARS PER ADA REQUIREMENTS AT BATHROOMS. 43. CONTRACTOR TO CONFIRM STRUCTURAL INTEGRITY OF FLOOR FOR NEW APPLIANCES 44. USE HACR TYPE CIRCUIT BREAKERS TO PROTECT AIR CONDITIONING EQUIPMENT DW OV W/D RF FR HO Scale Project number Date Drawn by Checked by Client: Igor Lobko 1020 Park Ave. 10/11 B New York, NY 10028 Expiditer: JAM Consulting Robert Anderson 104 West 29th Street, 9th Floor New York, NY 10001 212.244.4427 Designer: The Prestige Group Julien Legeard 140 58th Street, Unit 6G Brooklyn Army Terminal Brooklyn, NY 11220 646.553.3095 MEP: New York Engineers Jahnavi Sajip 135 West 41st Sreet, 5th Floor New York, NY 10036 212.575.5300 Building Management: Mr. Michael Nath Brown Harris Stevens Residential Management LLC 770 Lexington Avenue New York, NY 10065 Architect: -Works Studio Katie Donahue, Katharina Hoerath 863 Santa Fe Drive Denver, CO 80204 River Place, #3002 New York, NY 10036 T1: 212.203.5342 T2: 718.406.1779 Seal Signature NYC DOB No: As indicated A-102.00 CONSTRUCTION FLOOR PLANS 1020 PARK AVENUE IGOR LOBKO RESIDENCE Author Checker 1/4" 1'-0" FL. 10 Construction Plan NEW DOOR LIVING ROOM 105 DINING ROOM 104 KITCHEN 103 110 SQFT POWDER ROOM 102 GUEST BEDROOM 203 MASTER BEDROOM 202 WALK CLOSET 205 GUEST BATHROOM 204 MASTER BATHROOM 201 WALK IN CLOSET 206 REPLACE HANDRAIL REFINISH CURVE STRUCTURE TO REMAIN. REFINISH COLUMN. -401.00 DETAIL NEW WOOD FLOOR THROUGHOUT NEW KITCHEN ISLAND ENTIRE KITCHEN MUST BE WATER AND SOUND PROOF NEW KITCHEN CABINETS ABOVE FURR OUT WALL FOR DRAIN LINE NEW WASHER DRYER MOUNTED ON PADS. REF. TO -301.00 FOR DETAILS NEW APPLIANCES FOR ENTIRE KITCHEN NEW CLOSET DOORS FOYER 101 MANUAL SHUT OFF VALVES. ACCESS REMAIN UNOBSTRUCTED. 1/4" 1'-0" FL 11 Construction Plan REF. -301.00 FORBATHROOM DETAILS REF. TO -301.00 FOR BATHROOM DETAILS NEW POCKET DOOR NEW WOOD FLOOR THROUGHOUT NEW POCKET DOORS NEW RAILING 36" TALL REPLACE FAN COIL UNIT AND FAN COIL ENCLOSURE. DETAIL 11 ON PAGE -401.00 11 USE HACR TYPE CIRCUIT BREAKERS TO PROTECT AIR CONDITIONING EQUIPMENT ENTIRE BATHROOM MUST BE WATER AND SOUND PROOF REPLACE FAN COIL UNIT AND FAN COIL ENCLOSURE. DETAIL 11 ON PAGE -401.00 11 USE HACR TYPE CIRCUIT BREAKERS TO PROTECT AIR CONDITIONING EQUIPMENT NEW POCKET DOOR NEW WOOD FLOOR THROUGHOUT REPLACE FAN COIL UNIT AND FAN COIL ENCLOSURE. DETAIL ON PAGE -401.00 11 USE HACR TYPE CIRCUIT BREAKERS TO PROTECT AIR CONDITIONING EQUIPMENT REPLACE FAN COIL UNIT AND FAN COIL ENCLOSURE. DETAIL 11 ON PAGE -401.00 11. USE HACR TYPE CIRCUIT BREAKERS TO PROTECT AIR CONDITIONING EQUIPMENT NEW WOOD FLOOR THROUGHOUT HOOD TO BE RECIRCULATING. NEW KITCHEN TILE FLOOR No. Description Date 6Issue Date 1/4" 1'-0" 1 FL. 10 Waterproofing and Soundproofing Diagram 1/4" 1'-0" 3 FL 11 Waterproofing and Soundproofing Diagram KEY: WATERPROOFING SOUNDPROOFING WATERPROOFING AND SOUNDPROOFING KEY: WATERPROOFING SOUNDPROOFING WATERPROOFING AND SOUNDPROOFING Checked Expiditer: Brooklyn Terminal EngineersDenver, A-301.00 BATHROOM ELEVATIONS 1020 PARK AVENUE IGOR LOBKO RESIDENCE Author Street, Brooklyn, 11220 Lexington AvenueA-401.00 INTERIOR DETAILS 1020 PARK AVENUE IGOR LOBKO RESIDENCE
Denver, Colorado

Comparison Notes

There are several variations for how these closets can work which we can still adjust for example, this shows a dresser placed in this niche. Alt 1 = seating area, Alt 2 larger walk in closet, Alt 3 = 2 closets.

Seating area and dresser shown here. Could alternatively be larger closet, 2 closets, or this niche would make an ideal morning sitting area with east facing windows.

Living area below is still double height, just not open to a railing at second level.

This provides a double height wall - still creates feeling of more space and can be used as art or lighting wall.

Efficient circulation; minimal hallway space.

Railing here would overlook living space below.

Taking circulation for the lofted area creates nice open feel but does reduce this bedroom width to 9'-0".

Flipping the stair creates a few extra feet on the east, making this bedroom more ideal as the master suite.

Stair is mirrored in order to create a nice flow from the stairs to overlooking the living space in the lofted area.

DUPLEX Residential for Developer Project Pueblo, Colorado Multiple Massing Design Scheme Iterations
RESIDENCE Options Overview FEJERAN RESIDENCE Options West Elevation North Elevation South Elevation East Elevation 01 FEJERAN RESIDENCE Options Roof Plan View South West Axon North East Axon 01 DN M.BED DN 11' 11' CL 12' CL 5' 10" 14'10" 11' 1/4" 12' 10 1/2" 13'5" CL M.BED BED BED 10'8" 9' 1/4" 0" M.BATH BATH BATH M.BATH CL 10" ROOF BELOW ROOF BELOW OPEN TO BELOW DN M.BED DN 11' 11' CL 12' CL 13'5" BED BED M.BATH BATH ROOF BELOW ROOF BELOW OPEN TO BELOW BATH M.BATH 10' 1/2" M.BED CL 3'8" 13' 1/4" 1/4" CL LOFT
PUEBLO
FEJERAN
B:
A: No Loft
With Loft

PRICE RESIDENCE

Residential Renovation Up-State New York 2' 7'-7" 9" 3'-1" 6" 19'-2" 1'-4" 21'-6" 24'-3" 4x14 VERGE RAFTER 6x12 TIMBER 8x8 POST SECOND FLOOR EL = 145'-6" FIRST FLOOR EL = 135'-0" 2' SNOW GUARDS 8x12 TIMBER CORBELS 7" 6'-8" 1'-4" 5" 5'-7" 1'-7" 11" 11" 6'-7" 8" 4'-5" 3'-3" 10'-6" 8'-9" 7'-3" 5" 3" 5'-8" 2" 5" FLOOD VENTS 12 1 12A A13 1 AB FACADE DETAIL OF MOUNTAIN HOUSE | VT
LA BOUCHERIE
GENERAL SHEET NOTES USE STANDARD TEXT NUMBERING METHOD DO NOT TYPE IN THE NUMBERS AND THEN TAB TILL YOU GET THE ALIGNMENT YOU WANT. MAKES IT HARD TO CHANGE THE SIZE OF TEXT BOX IT AUTO ALIGNS AND YOU CAN RESIZE WITHOUT KEEP GENERAL NOTES AT 1:1 SCALE, SO WHEN YOU CREATE DISTANCE OF HEADER BOX YOU CAN W 54 th W 53 SEPARATE PROPERTY SEPARATE ESTABLISHMENT PUBLIC ARCADE 3' 7"6' 3" 11' 9" 8' 11" 6' 8" 5' 8" 18' 11" 6' 1" 64' 9" 6' 2" 15' 11" 11' 4" 6' 5"3' 7" 67' 10" 64' 9" 68' 9" 201' 3" 9'6" 1'8" 3'9" 17'5" 3'9" 5'0" 10'1" 5'0" 6'8" 5'0" 6'8" 4'11" 9'6" 28'3" 41'8" 79'4" 23'5" 1'8" 3'9" 17'5" 5'5" 3'4" 10'1" 5'0" 6'8" 5'0" 6'8" 4'11" 93'3" A-401 17' 2" 8' 2" 3' 10" 6' 8" 6'4" 11" -301 A-302 1 4 16 32 B C D SHEET TITLE: DRAWN BY: CHECKED BY: NODE P.C. PROJEC T# PROJECT DATE: STAMP OWNER PROJECT ADDRESS: PROJECT SCOPE: REGISTERED DESIGN PROFESSIONAL OF RECORD: www.nodenyc.com EMAIL: info@nodenyc.com 1ST FL PLAN 498 12/16/2019 145 W 53rd ST, MANHATTAN, NY, 10019 BOUCHERIE LLC JAKOV SARIC Author KEYNOTE LEGEND KEYNOTE ISSUE/REVISION SCHEDULE NO#DATEISSUED FOR .0001/15/202 FILING 1/8" 1'-0" A-102 1 1ST FL PLAN REFER TO EXTERIOR ELEVATION FOR DOOR DESIGN REFER TO EXTERIOR ELEVATION FOR DOOR DESIGN
Restaurant, New York City
AISHTI Spa and Beauty Center Beirut, Lebanon Jimmy Choo Global Concept
-300.00 -300.00 A-200.00 A-200.00 A-200.00 1/4" 60' 3/4" 10" 3' 1/2" ARCH SURROUND AND OVERHEAD WALL HUNG SHELVING WITHIN ARCH FREE STANDING CONSOLE STONE FLOOR INLAID FLOOR TRIM CUSTOM MOULDING AND SCULPTURE INTEGRATED SHELVING ARCH SURROUND AND OVERHEAD WALL HUNG SHELVING WITHIN ARCH ARCH OVER HEAD COLUMN MOUNTED SCONCE LIGHT FIXTURES FREE STANDING OFFICE FURNITURE WINDOW DISPLAY ON FREE STANDING TABLE ARTICULATED COLUMN TREATMENT FREE STANDING DISPLAYS FREE STANDING CONSOLE CONCEALED POCKET DOORS SLOPED FLOOR TO WALL AND WALL TO CEILING Scale Project number Date Drawn Checked by Client: Lalique Designer: The Prestige Group 140 58th Street, New York, NY, 11220 917.403.5153 Contractor: TBD Structural: Thornton Tomasetti 303 17th Ave, Suite 565 Denver, CO 80203 Office/Mobile 303.876.5694 ZWiegand@ThorntonTomasetti.com Architect: -Works Studio Katie Donahue, Katharina Hoerath 863 Santa Fe Drive Denver, CO 80204 T1: 212.203.5342 T2: 718.406.1779 Seal Signature NYC DOB No: MEP: KAMM Consulting Art Kamm, PE, CEO 1407 Newport Center Drive Deerfield Beach, FL 33442 954.949.2200 3/8" 1'-0" A-100.00 CONSTRUCTION PLAN Project Number 20.01.26 KH KD EXPERIENCE #1 BAR VIP STORAGE POWDER ROOM BACK OF HOUSE OFFICE EXPERIENCE EXPERIENCE #3 MINIMUM DISTANCE OF -2" CLEAR IS REQUIRED BETWEEN HOT AND COLD WATER PIPES AND THERE SHALL BE NO METAL-TO-METAL CONTACT. INTERIOR DESIGN PACKAGE 20.02.05 No. Description Date Level Level 14' - 6" Level - 0" Level 14' - 6" Level - 0" Level 14' - 6" Client: Lalique Designer: The Prestige Group 140 58th Street, New York, NY, 11220 T: 917.403.5153 Contractor: TBD Structural: Thornton Tomasetti 303 17th Ave, Suite 565 Denver, CO 80203 Office/Mobile 303.876.5694 ZWiegand@ThorntonTomasetti.com Architect: -Works Studio Katie Donahue, Katharina Hoerath 863 Santa Fe Drive Denver, CO 80204 T1: 212.203.5342 T2: 718.406.1779 Seal Signature NYC DOB No: Lalique Miami Bal Harbor, Florida MEP: KAMM Consulting Art Kamm, PE, CEO 1407 W Newport Center Drive Deerfield Beach, FL 33442 T: 954.949.2200 1/4" 1'-0" Section 1/4" 1'-0" Section INTERIOR DESIGN PACKAGE 20.02.05 No. Description Date
LALIQUE STORE Miami, Florida

BOND COLLECTIVE

Co-Working Space, Bushwick, Brooklyn, NY, USA

BOND COLLECTIVE

Co-Working Space Station Center, Philladelphia, PA, USA

BOND COLLECTIVE Co-Working Space Green Point Landing, Queens, New York, USA

BOND COLLECTIVE Co-Working Space Austin, Texas, USA

BOND COLLECTIVE

Co-Working Space

Los Angeles, California, USA

ARCADIA EARTH MUSEUM

Architects of Record and Artists for Exhibition
1/8"=1'-0" 1/8"=1'-0" 1/8"=1'-0" GROUND FL. CONSTRUCTION PLAN
New York City, New York

The Viaduct Promenade

THE PORCH AND THE PORTAL Office, Restaurant, Cultural Center

Boston, Massachusetts

Project Descriptio

Front

The Portal / The Porch

The Promenade

The Serpentine

The Grove

The project will transform this site into a g destination for employees, visitors, and the be an exemplar of the “High Performance W flexibility, interior environment, and ameni and employees.

Building Form

Our strategy is to take the nominal market-driven conventional office floor plate, with 40’ lease depths between core and windows optimizing interior planning flexibility and begin to shape and stretch it over the site to increase frontage towards the open space overlooking The Grove, and the harborfront. The simple volume can be transformed into space making, iconic structure giving new and special definition to the entire location.

Elevate Shear

Establish the normative office floor plate, approximately 35,000 40,000 GSF. Orient north-south over the Site Extension Parcel to maximize floor area potential

Raise the office “box” above the ground plane, freeing up four stories for public use functions and office amenity program directly linked to the pedestrian realm, thereby activating the street.

The project will create a transformational p dance of interior and exterior connections primary project is comprised of the A2 site the Overbuild Parcel. The project vision als posals for transforming and integrating bo and the so-call “Triangle Parcel” into this d spaces. Presented here as a detailed vision, cution of these potential expansions of the be the result of engagement with Massport, and the community at large.

Position Cradle Articulate

Stretch and inflect the box to orient toward southwe crease visual distance from the residential building sage Site.

Proposed Project Site

Potential WTC Avenue Improvements

Define the opening at WTCA to the Promenade connection with a shaped podium and the sculptural “Pylon” supporting the dramatic cantilever that also frames The Portal amphitheater.

Define the two major volumes of the building, the Office box and the Cradle, each with different densities of opacity designed to meet the Passive House average exterior transparency of about 40%.

Congress Street Door / Improvements
Potential Triangle Site Improvements
Establish the normative office floor plate, approximately 35,000 40,000 GSF. Orient north-south over the Site Extension Parcel to maximize floor area potential Raise the office “box” above the ground plane, freeing up four stories for public use functions and office amenity program directly linked to the pedestrian realm, thereby activating the street. Stretch and inflect the box to orient toward southwest to increase visual distance from the residential building at Sausage Site. Elevate Shear Building Form
18

Buildings in the 21st Century must dramatically reduce their energy demand while providing a healthy and stimulating environment. In this case, The Portal is pri

marily a workplace for many companies seeking a comfortable work environment supportive of today’s creative economy. Maximized daylight with glare control for the digital workplace, well-filtered air, a quiet ambiance…all these are a given in a Class A building. But our intent is to make this high quality work environment an energy miser. We will accomplish this by aspiring to meet Passive HouseTM principles, currently the most rigorous building energy reduction protocol in the world. Far exceeding even Massachusetts’ notable “Stretch Code”, buildings completed to this standard have an average reduction in energy use of 65-85%.

N W S Office & Interior Public Connection Lobby (Congress Street) Cultural Center Office Amenity/Club Restaurant/Retail Drop-off, Parking, Loading, BOH Office & Interior Public Connection Lobby (WTC Avenue) Conference/Co-Working Office Office Mech. Penthouse Restaurant/Retail 11 WTC Ave CongressSt Congress St Pedestrian Flow The Interior Promenade Potential Promenade Expansion The Exterior Promenade WTC Ave Pedestrian Flow 29 Front Door Improvements Potential WTC Avenue Improvements Proposed Project Site Potential Triangle Site Improvements Over Build Parcel (No Decking Proposed Building Cantilevered Above) 9
-

Structural Concept

The Wrapper

To address series of complex constraints such as the Silver Line tunnel and highway ramps, as well as to create the grand portal, a unique structural solution was developed by McNamara Salvia Structural Engineers. A load resisting structural system provides a significant amount of floor area while limiting the number of columns that impact the public realm at the WTC Avenue level and does not require the building of a deck above the “Overbuild Parcel” or bear on the slurry wall at the southern edge of the overbuild parcel.

The structural approach consists of a major concrete shearwall core (“North Core”) to the north of the below grade Silverline tunnel and a minor concrete shearwall core(“South Core”) to the south of the Silverline yet north of the Ramp F concrete boat section. These concrete cores serve to resist Boston’s significant lateral wind loads (in excess of 145 mph) while providing a high level of occupant comfort. They also funnel a significant amount of vertical gravity load into the South Core by means of six (6) major sloped diagonals (approximately 36” x36” in cross section) that splay up and out from the WTC Avenue level to the perimeter of the building at the roof. This system provides relatively stiff bearing points from which series of story deep structural steel roof trusses project around the perimeter of nearly half the building.

From these perimeter roof trusses (shown in red on the diagram) multiple steel columns will hang down to the 2nd or 3rd floor as applicable, thus leaving most of the WTC Avenue level column free.

The construction technique for this major cantilever will include the installation of temporary trusses at the WTC level that will allow the steel framing for the major cantilever to be erected to the roof, jacked to the appropriate elevations, fully engaged and then the temporary trusses removed. This design approach will be closely coordinated with the placement of the façade so as to allow the operations to happen in parallel in order to mitigate any schedule impacts.

Structural Concept

Due to the low floor to floor heights for the office building the typical structural steel floor framing has been optimized to coordinate with the mechanical systems, provide long span column free spaces with tall floor to ceiling heights and to deliver high level of occupant comfort with respect to floor vibrations.

To address series of complex constraints such as the Silver Line tunnel and highway ramps, as well as to create the grand portal, unique structural solution was developed by McNamara Salvia Structural Engineers. load resisting structural system provides significant amount of floor area while limiting the number of columns that impact the public realm at the WTC Avenue level and does not require the building of deck above the “Overbuild Parcel” or bear on the slurry wall at the southern edge of the overbuild parcel.

The building will founded on deep foundations away from the existing below grade infrastructure which develop their vertical load carrying capacity by being socketed into the bedrock. We anticipate that the concrete cores will be supported by slurry wall segments which are continuous and directly under the North and South Core and then caissons for the balance of the structure.

The structural approach consists of major concrete shearwall core (“North Core”) to the north of the below grade Silverline tunnel and minor concrete shearwall core(“South Core”) to the south of the Silverline yet north of the Ramp concrete boat section. These concrete cores serve to resist Boston’s significant lateral wind loads (in excess of 145 mph) while providing a high level of occupant comfort. They also funnel a significant amount of vertical gravity load into the South Core by means of six (6) major sloped diagonals (approximately 36” x36” in cross section) that splay up and out from the WTC Avenue level to the perimeter of the building at the roof. This system provides relatively stiff bearing points from which series of story deep structural steel roof trusses project around the perimeter of nearly half the building. From these perimeter roof trusses (shown in red on the diagram) multiple steel columns will hang down to the 2nd or 3rd floor as applicable, thus leaving most of the WTC Avenue level column free.

The construction technique for this major cantilever will include the installation of temporary trusses at the WTC level that will allow the steel framing for the major cantilever to be erected to the roof, jacked to the appropriate elevations, fully engaged and then the temporary trusses removed. This design approach will be closely coordinated with the placement of the façade so as to allow the operations to happen in parallel in order to mitigate any schedule impacts.

Due to the low floor to floor heights for the office building the typical structural steel floor framing has been optimized to coordinate with the mechanical systems, provide long span column free spaces with tall floor to ceiling heights and to deliver high level of occupant comfort with respect to floor vibrations. The building will founded on deep foundations away from the existing below grade infrastructure which develop their vertical load carrying capacity by being socketed into the bedrock. We anticipate that the concrete cores will be supported by slurry wall segments which are continuous and directly under the North and South Core and then caissons for the balance of the structure.

Office Floor Plate (LVLS 3-11) Office Floor Plate (LVL 12) [DESIGN GRAPHICS] Office Parking Co-Working MECH/BOH Office Club Retail/Restaurant Cultural 20’ 40’ 80’ Terrace Levels and 10 Area knock-out panel to create multi-story office space Terrace on Levels and 11 76 Lobby Mezzanine (M2) Office Floor Plate (LVL Office Parking Co-Working MECH/BOH Office Club Retail/Restaurant Cultural CO-WORKING OFFICE AMENITY CLUB OPEN BELOW 20’ 40’ 80’ OFFICE Terrace Office Floor Plate (13 14) Mechanical PH Plan Office Parking Co-Working MECH/BOH Office Club Retail/Restaurant Cultural 20’ Terrace on Level 13 MECH PH Potential Office Rooftop Terrace World Trade Center Ave (G2) [DESIGN GRAPHICS] Office Parking Co-Working MECH/BOH Office Club Retail/Restaurant Cultural +12 +12 +24 +39 ANT/RETAIL LOBBY LOUNGE CAFE UPPER 20’ 40’ 80’ Congress Street Primary World Trade Center Ave Pedestrian Entrance 24/7 Public Terrace/ Promenade/Access 24/7 Public Elevator 74 Mezzanine (M1) Office Parking Co-Working MECH/BOH Office Club Retail/Restaurant Cultural +12 +24 +39 RA OPEN BELOW MECH/BOH OPEN 24 BELOW SPACE 20’ 40’ 80’ Congress Street 24/7 Indoor Public Stair and Elevator 24/7 Public Elevator 24/7 Public Terrace/ Promenade/Access 24/7 Outdoor Public Ramp/Access Potential Additional 24/7 Outdoor Public Ramp/Access Potential Additional 24/7 Outdoor Public Ramp/Access/ Open Space 73 Congress Street (G1) Office Parking Co-Working MECH/BOH Office Club Retail/Restaurant Cultural [DESIGN GRAPHICS] +12 +12 +24 +39 RESTAURANT/ LOWER 20’ 40’ 80’ Congress Street Primary Congress Street Pedestrian Entrance 24/7 Outdoor Public Ramp/Access Potential Additional 24/7 Outdoor Public Ramp/Access 24/7 Indoor Public Stair and Elevator Two-Way Access Drive 72 Using prefabricated panelized wall system, the enclosure is made in factory to monitor quality control for the all-important fully sealed air-barrier, installation of triple glazed windows, an average of R30 wall insulation, all clad with metal rain screen system. The gasketed edges ensure fully sealed system when installed in the field. Given the proximity of the project site to the harbor, the panels could easily be shipped by barge from the factory, minimizing the need for longhaul trucking and its attendant carbon footprint. Once installed, the wall panels form The Wrapper, an undulating matrix of “torqued” metal surfaces alternating with triple glass windows. The metal extends out to 12” from the glass surface, creating vital additional shading on the east and west facades.
Wall Panels Pilaster Panels The Wrapper Concrete on metal deck Thermal isolation at all panel connections GWB finish over metal studs with insulation Triple-glazed windows Optional electrochromatic glazing for shading 10' x 27' Panel Metal panel rain screen Thermally isolated connectors Linear LED lighting Optional chilled beam system Panel frame with avg. R30 wall insulation 64
68

TERRESTRIAL CELESTIAL

Conceptual Development Summary

THE STAGE

LAST UPDATED: MAY 10, 2018

PERSPECTIVE GEOMETRY

FRAMED VIEWS OPTICAL ILLUSION AND REPRIEVE ANGLES OF GEOLOGY

TERRESTRIAL CELESTIAL

GROUND FLOOR 38TH FLOOR
FLOOR 38TH FLOOR Building Aerial looking toward 42nd Street
GROUND
All figures approximate.
MASSPORT PARCEL A2 COMPETITION DEVELOPMENT SUMMARY
A BCDEFGHIJ K L
GROSS UP) OFFICE AMENITY OFFICE LOBBY RETAIL / RESTAURANT CULTURAL CONFERENCE / COWORKING BOH/MECHLOADINGPARKING TERRACES (NOT INCLUDED IN GFA or GA 261.00 ROOF 246.0015.00MECH PH 25,06824,500 22,069 231.5014.5014 37,44136,592 30,232 6,360 207 218.0013.5013 37,44136,592 30,232 6,360 207 204.5013.5012 37,63436,799 30,439 6,360 2,576 191.0013.5011 40,06439,168 32,808 6,360 207 177.5013.5010 40,07839,168 32,808 6,360 207 164.0013.50 9 40,06439,168 32,808 6,360 207 150.5013.50 8 40,07839,168 32,808 6,360 207 137.0013.50 7 40,06439,168 32,808 6,360 207 123.5013.50 6 40,07839,168 32,808 6,360 207 110.0013.50 5 40,06439,168 32,808 6,360 207 96.5013.50 4 40,07839,168 32,808 6,360 207 83.0013.50 3 40,25739,375 33,015 6,360 69.5013.50 2 21,43220,253 16,129 4,124 207 54.5015.00M2 17,48216,415 6,091 6,2784,046 655 39.0015.50G2 (WTC) 17,48216,319 4,4878,569 3,263 554 24.0015.00M1 27,45026,858 800 8,052 18,006 12.0012.00G1 (Congress) 32,22631,488 3,4604,529 7,3443,60812,547 TOTALS 614 481 598 535 402 511 6 091 8 747 13 098 8,052 6 278 135 172 3 608 12 547 6,062 *Gross Floor Area includes thickness of exterior wall **Interior Gross Area = sum of columns C through K out to 12” from the glass surface, creating vital additional shading on the east
facades. The Wrapper Optional electrochromatic Metal panel rain screen 64 The Exterior Promenade World Trade Center Avenue or The Promenade is central urban spine port World Trade Center. is also an important link to the A2 parcel. an improved Pedestrian Promenade. Recognizing that there are several potential iterations for realizing significant public realm in this link, the Team has put forth one such proposal. By shifting the two-vehicle low-maintenance shrubs, perennials, and grasses. Strategically-placed ronment for walking, viewing, sitting, and socializing. The envisioned ating holistic experience from The Promenade to building entrance. 28 PASSIVE HOUSE: Three-Pronged Objective Energy Recovery Ventilator Units Superior Window Frame Performance Reduce the overall energy consumption the building Ensure occupant comfort Increase durability the building envelope Triple pane glazing with U-value of .11- .12 Thermally broken frame Reduced interior heat loss, and heat gain structure reduced Provides enhanced thermal and acoustical comfort Reduces transmission of infrared radiation by up 90%, and 99% of UV light Incorporates building integrated photovoltaic glass, reaching U-Value up to .13 BTU Modules produce clean, electrical energy when sunlight falls on them Energy recovery ventilation with an effectiveness greater than 75% Supply habitable spaces with constant filtered fresh air Improve user comfort and indoor air quality Precondition fresh air with captured and recovered heat from exhaust air Provide constant balanced supply/exhaust air Created with prefabricated wall panel system Factory made monitor quality control for the fully sealed air-barrier, triple glazed windows, wall insulation, clad with metal rain screen system. Installed panels create an undulating matrix “torqued” metal surfaces alternating with triple glass windows. The Wrapper Envelope Efficiency: Electrochromatic Glazing Metal extends 12” from glass surface, creating vital additional shading on the east and west facades Air Tight Facade Super Insulated Facade Gasketed edges ensure fully sealed system when installed Reduces drafts Prevent moisture from entering facade Facade 5-10 times tighter than standard High R-values, with an average R30 Minimal thermal bridging Continuous insulation Elimination cold spots Improves durability facade Enhances user comfort
T.O.S. ELEV (NAVD88) FTFLEVEL GROSS FLOOR AREA* INTERIOR GROSS AREA** OFFICE (NSF, NO
and west
515 WEST 42ND ST GOTHAM ORGANIZATION & BD HOTELS 01/27/2017 GROUND FLOOR PLAN Bike Storage Retail Garden Residential (Lobby and Amenity) Ground Floor Program Plan Diagram +2 deg TEXTURE DIAGRAM +4 deg +6 deg MARQUEE OPTION B Centered Radial Gradient = BACKER = FIN (Color is for diagram purposes only) CL Interior Concept Rendering, looking into elevator lobby from Ground Floor Lobby BUILDING MASSING 515 WEST 42ND STREET Mechanical View from South East Retail Market Inclusionary Housing, 70% AMI Middle Income,130% AMI Residential 43rdSTREET 42ndSTREET THE GARDEN PAVILION Terrestrial | Outside-Meets-Inside Rich and Warm
“The Green Room” Concept Rendering, looking out to courtyard “The Green Room” Concept Rendering, looking in from courtyard

THE GARDEN PAVILION

Terrestrial Outside-Meets-Inside | Rich and Warm

THE GARDEN PAVILION Terrestrial Outside-Meets-Inside Rich and Warm PREVIOUS LAYOUT
“The Green Room” Ground Floor Amenity Space Interior Design Concept Floor Plan “The Green Room” Color and Material Concept Board Cloud Lounge, 38th Floor Amenity Space
NORTH ELEVATION SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION WEST ELEVATION EAST ELEVATION SOUTH ELEVATION THE CLOUD LOUNGE Celestial | Bright Airy | Light “Cloud Lounge” Color and Material Concept Board THE STAR BAR Celestial | Starry | Geometric Star Bar, 38th Floor Amenity Space

Typical Residential Plan. This project was bound by unique and challenging constraints at the foundation level requiring all central structure to slope to the east and west to straddle the tunnel below ground. One of the strategies to offset this unusual condition and extra cost was to unify the residential floor plate the entire way up the building.

THE STAR BAR Celestial Starry Geometric EAST ELEVATION WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION STAR BAR al Starry Geometric THE STAR BAR Celestial Starry Geometric THE STAR BAR Celestial Starry Geometric “Star Bar” Color and Material Concept Board “Star Bar” Interior Design Concept Plan Diagram 515 WEST 42ND ST GOTHAM ORGANIZATION & BD HOTELS 01/17/2017 TYPICAL RESIDENTIAL PLAN (FLOORS 3-37) 8,023 GSF RESIDENTIAL 6,746 NSF RESIDENTIAL 35 FLOORS 10 UNITS PER FLOOR 350 UNITS TOTAL 4 STUDIO (40%) 4 1BR (40%) 2 2BR (20%)

CRYSTAL CITY

Office, Hotel, Retail, Plaza, Mixed-Use Washington, DC Area

OFFICE TOWER ARCHITECTURE

CC OFFICE TOWER OVERVIEW SCHEME 01: DIAGRID SCHEME 02: POPOUT SCHEME 03: STEPPED SCHEME 04: VERTICAL CUT 05/17/2016 SCHEME 01: DIAGRID DETAIL MALL BLOCK CRYSTAL CITY 08/16/2016 EFFICIENT CORE MALL BLOCK CRYSTAL CITY 05/17/2016 SCHEME 04: TEST FIT 8259 CIRCULATION OFFICE 150 OFFICE COPY/TEAMING STORAGE COPY/TEAMING OFFICE RECEPTION ROOM CONFERENCE 150 150 OFFICE OFFICE 150 OFFICE OFFICE 154 OFFICE COFFEE CAFE CONFERENCE COPY/ TEAMING CONFERENCE 150 CONFERENCE WS WS WS WS WS WS WS WS WS WS WS WS OPEN ABOVE CIRCULATION 154 OFFICE OFFICE COPY/TEAMING STORAGE 150 COPY/TEAMING OFFICE ROOM CONFERENCE 150 150 150 OFFICE 150 150 OFFICE OFFICE OFFICE 154 OFFICE 115 COFFEE CONFERENCE COPY/ TEAMING CONFERENCE 150 SCHEME 04: TEST FIT - WORKSTATION HEAVY SCHEME 04: TEST FIT - OFFICE HEAVY PROS: PROS: Consistent column spacing allows consistent workspace sizes along perimeter Consistent column spacing allows consistent workspace sizes along perimeter CONS: CONS: Option has the most perimeter columns Offset interior columns pose challenge for interior flexibility Option has the most perimeter columns Offset interior columns pose challenge for interior flexibility USABLE AREA 23,125 Sq./Ft. 0%) WORK AREA COUNTS Offices 11 (0%) Workstations 115 (0%) Total Employees: 126 SF / Employee: ~183 Sq./Ft. USABLE AREA 23,125 Sq./Ft. 0%) WORK AREA COUNTS Offices 11 (0%) Workstations 115 (0%) Total Employees: 126 SF Employee: ~183 Sq./Ft. 9/29/2015 OPTION 02 TWO WAY PT OPTION 01 TYPICAL SLAB (NO PT) OPTION 03 10” TWO WAY PT SLAB 8” DROP OPTION 04 8” SLAB 10” CONTINUOUS PT DROP OPTION 05 WAFFLE DECK + 12” PT DROP OPTION 06 ONE WAY JOISTS 12” PT DROP

WINTHROP SQUARE

Office, Residential, Food Hall, Retail, Restaurant, Mixed-Use Boston, Massachusetts

AYKON CITY

Hotel, Residential, Parking, Retail, Mixed-Use Burj Kahlifa District, Dubai

MILLENNIUM PARTNERS & HANDEL ARCHITECTS APRIL 2016 BOSTON INNOVATION CAMPUS CONCEPT PLANNING WTC BOSTON HARBOR COMMON WEALTH FLATS Massing Floors @ 3.3m (Lower): Floors @ 3.3m (Upper): Mechanical Floors Podium Ammenity Floor @ 5.5m 2 x Mechanical Floors @ Ground Floor @ 5.5m 31 31 Residential Modules Floor (Lower): Residential Modules Floor (Upper): 27 29 Total Residential Modules: 1736 Combined Residential Modules: 3472 Handel Architects for DAMAC Development 11 2015 3450114 Massing T-1 T-2 T-3 T-4 2 x Mechanical Floors @ Ground Floor @ 5.5m 5 x Parking Floors @ 3.3m Parking Floor @ 5.3m Total Height:
11 3450114
256.9 m
Handel Architects for DAMAC Development 2015 Professional Rendering, Aerial Site View Professional Rendering, Aerial Site View Professional Rendering, Building Entry

BOSTON’S INNOVATION CAMPUS (P hase I

APRIL 2016 BOSTON INNOVATION CAMPUS CONCEPT PLANNING
PROPOSED BUILDING AREAS 1. CAMPUS BUILDING 1...........618,939 GSF GROUND FLOOR AREA...........................................45,612 GSF TYPICAL FLOOR AREA...........................................573,327 GSF (57,333 GSF x 10 FLOORS) 2. CAMPUS BUILDING 2...........372,161 GSF GROUND FLOOR AREA...........................................25,142 GSF TYPICAL FLOOR AREA...........................................347,019 GSF (34,702 GSF x 10 FLOORS) 3. CAMPUS BUILDING 3...........398,909 GSF GROUND MEZZ FLOOR AREA.................................42,888 GSF TYPICAL FLOOR AREA...........................................356,021 GSF (35,602 GSF x 10 FLOORS) 4. CAMPUS BUILDING 4...........422,103 GSF GROUND MEZZ FLOOR AREA.................................54,400 GSF TYPICAL FLOOR AREA...........................................367,703 GSF (36,770 x 10 FLOORS) 5. CENTRAL UTILITIES (AREA INCLUDED IN CAMPUS BUILDING 4) TOTAL PROPOSED .............1,812,112 GSF BUILDING AREA 6. CAMPUS BUILDING .......... 159,000 GSF TO REMAIN (VERTEX OCCUPIED) TOTAL BUILDING AREA .....1,971,112 GSF TOTAL PARKING AREA .........300,000 GSF (2 LEVELS) BUILDING AREA (WITHIN DPA) ...895,591 GSF PARKING AREA (WITHIN DPA)......150,000 GSF BUILDING AREA (NOT IN DPA).1,075,520 GSF PARKING AREA (NOT IN DPA)......150,000 GSF 7. CAMPUS GREEN.....................65,000 GSF (NOT INCLUDED IN BUILDING AREA) 8. MOBILITY HUB 9. HARBOR STREET CONTINUES THROUGH CAMPUS MILLENNIUM PARTNERS HANDEL ARCHITECTS APRIL 2016 BOSTON INNOVATION CAMPUS CONCEPT PLANNING BOSTON’S INNOVATION CAMPUS (P 9 10 11 12 ALL FIGURES & ILLUSTRATIONS APPROXIMATE. PROPOSED BUILDING AREAS 1. CAMPUS BUILDING 1...........618,939 GSF GROUND FLOOR AREA...........................................45,612 GSF TYPICAL FLOOR AREA...........................................573,327 GSF (57,333 GSF 10 FLOORS) 2. CAMPUS BUILDING 2...........372,161 GSF GROUND FLOOR AREA...........................................25,142 GSF TYPICAL FLOOR AREA...........................................347,019 GSF (34,702 GSF 10 FLOORS) 3. CAMPUS BUILDING 3...........398,909 GSF GROUND MEZZ FLOOR AREA.................................42,888 GSF TYPICAL FLOOR AREA...........................................356,021 GSF (35,602 GSF 10 FLOORS) 4. CAMPUS BUILDING 4...........422,103 GSF GROUND MEZZ FLOOR AREA.................................54,400 GSF TYPICAL FLOOR AREA...........................................367,703 GSF (36,770 10 FLOORS) 5. CENTRAL UTILITIES (AREA INCLUDED CAMPUS BUILDING TOTAL PROPOSED .............1,812,112 GSF BUILDING AREA 6. CAMPUS BUILDING TO REMAIN (VERTEX OCCUPIED) TOTAL BUILDING AREA .....1,971,112 GSF TOTAL PARKING AREA .........300,000 GSF (2 LEVELS) BUILDING AREA (WITHIN DPA) PARKING AREA (WITHIN DPA) BUILDING AREA (NOT IN DPA) PARKING AREA (NOT IN DPA) 7. CAMPUS GREEN.....................65,000 GSF (NOT INCLUDED IN BUILDING AREA) 8. MOBILITY HUB 9. HARBOR STREET CONTINUES THROUGH CAMPUS 10. 12 CHANNEL STREET (REDEVELOPMENT) 11. PARCEL NO.2 .................. 325,000 GSF (FUTURE DEVELOPMENT) 12. PARCEL NO.1 .................. 325,000 GSF (FUTURE DEVELOPMENT) NORTHERN AVE HAUL MILLENNIUM PARTNERS HANDEL ARCHITECTS APRIL 2016 BOSTON INNOVATION CAMPUS CONCEPT PLANNING PAGE VIEW OF CAMPUS GREEN ALL FIGURES ILLUSTRATIONS APPROXIMATE. ENERGY EFFICIENT OFFICE BUILDING •100% outside air energy recovery units •Chilled beam serving heating and cooling loads •Low flow plumbing fixtures for all core spaces •LED lighting, photocell and occupancy controls INNOVATION CAMPUS Tech Campus Office Space, Retail, Plaza, Mixed-Use Transit-Oriented Development Boston, Massuchusetts BOSTON’S INNOVATION CAMPUS (P MILLENNIUM PARTNERS HANDEL ARCHITECTS APRIL 2016 BOSTON INNOVATION CAMPUS CONCEPT PLANNING PV ARRAY •Provide Energy •Back up power source ENERGY EFFICIENT OFFICE BUILDING •Chilled beam serving heating and cooling loads •Low flow plumbing fixtures for all core spaces •LED lighting, photocell and occupancy controls RESILIENCY •Ensure systems redundancy •Enhance structural elements, facade and windows for extreme loads •Protect service equipment •Garage and loading entrances located to be protected from the flood elevation PV ARRAY •Provide Energy •Back up power source ENERGY EFFICIENT OFFICE BUILDING •Chilled beam serving heating and cooling loads •Low flow plumbing fixtures for all core spaces •LED lighting, photocell and occupancy controls ENERGY EFFICIENT OFFICE BUILDING SYSTEMS •Central building controls monitorings, smart metering, display and tenant feedback •The great Hall: Natural ventilation exhaust RESILIENCY •Ensure systems redundancy •Enhance structural elements, facade and windows for extreme loads •Protect service equipment •Garage and loading entrances located to be protected from the flood elevation STORMWATER MANAGEMENT •Stormwater retention tanks for greywater system •Rooftop landscaping for rainwater infiltration •Condensate recovery, storage and reuse •Rainfall capture & recharge •Pervious paving •Groundwater recharge MILLENNIUM PARTNERS & HANDEL ARCHITECTS APRIL 2016 BOSTON INNOVATION CAMPUS CONCEPT PLANNING PV ARRAY •Provide Energy •Back up power source RESILIENCY •Ensure systems redundancy •Enhance structural elements, facade and windows for extreme loads •Protect service equipment •Garage and loading entrances located be protected from the flood elevation STORMWATER MANAGEMENT •Stormwater retention tanks for greywater system •Rooftop landscaping for rainwater infiltration •Condensate recovery, storage and reuse •Rainfall capture recharge •Pervious paving •Groundwater recharge ALL FIGURES ILLUSTRATIONS APPROXIMATE. 1 2

OBJECTS BETWEEN FIELDS

INBETWEEN SPACE

NYU Campus Design Research, New York City, NY

NYU CAMPUS SITE PROGRAM SITE A A C B C SITE GREEN SPACE Departments Classrooms Study Rooms Lecture Halls Laboratory Dormitory Hotel Library Museums Retail Coffee
WASHINGTON SQ WAVERLY PL WASHINGTON SQ WASHINGTON PL LA WASHINGTON ST MERCER ST BLEECKER WASHINGTON SQUARE PARK NYU CAMPUS WASHINGTON SQ WAVERLY WASHINGTON SQ WASHINGTON LA GUARDIA W ST WASHINGTON PL BLEECKER WASHINGTON SQUARE PARK NYU CAMPUS PART5: GROUND THE INTERSECTION PART3: SLAB THE INTERSECTION PART1: TOWER HE INTERSECTION
SECTION CUT [UNDERBELLY CLUSTERING]
THE INTERSECTION
THE PROJECT
ARCHITECTURAL WORKS | 15

NYU Campus in Manhattan

STEP 1 Decide the intersecting geometry A and B,The volume of Part B should be larger than 20% than the volume of Part A.

STEP 4.1 If you decided to choose puncture as a strategy: 80%A>B>20%A

Part A and Part B remain autonomous and independent.

you decided to choose penetration as a strategy:

b a a/b≥33% 80% 20% B A 80% 20% B A

STEP 5 ‘Intersecting parts’ must be perceptible from inside or outside.

A

Part A Semi-public Public In-between Private Penetration Prototype 1: By following the cliche Prototype 2: By reusing the cliche Part B | 18

STEP 3.1
A> B ≥ 0.16A b b/10 b b/10 B INSTRUCTIONS A C A B AB
STEP 3.2
If
STEP 2 Define the typology of intersection. Puncture Penetration Part A and B is formally legible as two distinct element, but they become tectonically integrated. 80%A>C>20%A
For penetration, the ratio of the void area C and Part B should comply to this rule 100%A>B ≥16%A
STEP 4.2 For puncture, if neither of them are transparent, B must extend by more than 33% past surface.
THE INTERSECTION
INBETWEEN SPACES

FRISCO RETAIL CENTER

5-Building Retail Center Frisco, Colorado

THE SWITCH HOTEL

Repurpose of Parking Garage into Hotel

SHEET NOTES EXISTING SHELL BUILDING PROVIDED BY L.L. CONC. BENCH BY POWDER COAT BLACK TRELLIS BY INFRARED HEATER BY LL ILLUMINATED SUSPENDED SIGN ILLUMINATED ON RACEWAY SIGN DRIVE-THRU ILLUMINATD ARROW FLUSH MOUNTED ALUMINUM OPEN-TRANSOM WINDOW UMBRELLA 10. STARBUCKS PURCHASE FROM STARBUCKS WAREHOUSE; GC TO INSTALL 11. MOUNTED SIGNAGE; STARBUCKS TO PURCHASE FROM VENDOR; GC TO INSTALL 12. (E) LOUVERED VENT BY 13. (E) EXTERIOR DOOR BY 14. (E) WINDOWS BY LL 15. (E) AWNING BY LL 16. (E) MECHANICAL ENCLOSURE BY 17. (E) EXTERIOR LIGHT GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING MINIMUM SCHEDULING NOTICE OF WEEKS AND WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE COMPLIANCE WITH LOCAL JURISDICTIONAL REQUIRMENTS AND OBTAIN PERMIT AND LANDLORD APPROVAL. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY SHOP DRAWINGS OR INSTALLATION IS DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR REQUIRED. EXTERIOR ELEVATION NOTES S13157 12 17 16 S13163 S14102 S13163 S14099 11 11 Mx10428 S11415 S14099 W14077 S13163 S14102 S13163 S14099 17 16 M10894 14 11 11 11 11 Mx10428 SHEET NUMBER: SHEET TITLE: SCALE: SHOWN STORE #: CASEWORK CONCEPT: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: C S S LEED AP: 1300 JACKSON ST., STE 200, GOLDEN, CO 80401 303.457.9600 A-2102 03175-023 01/05/15 S T A R B U C K S F R I S C O T E N A N T I M P R O V E M E N T 5372 MELISSA BODWAY STUDIO DH ARCH SLS EXTERIOR ELEVATIONS Scale: 1/4" 1'-0" 1 EAST ELEVATION Scale: 1/4" 1'-0" 3 WEST ELEVATION 02'4' Scale: 1'-0" 02'4' Scale: 1/4" Revision Schedule RevDateBy Description

1. MODULARITYreplicable, kit of parts Tesselation

2. MATERIALITYabundant, versatile Cellulose Fiber (Paper Pulp)

3. TACTILITYtouchable, inviting Convexity

4. VARIABILITYcontrasting, textural Relief

5. PROVOCATIONfamiliar, yet peculiar Field of Green

DIGITAL DESIGN +
FABRICATION
THE PULP WALL
Denver, Colorado - Installation at Dravo Building

The final modules are grouped by these categories, creating a textural condition which eschews gradation of pattern or geometric scaling in favor of emphasizing contrasting surface textures. The same color of green paint is applied to all the modules which amplifies the differences in surface textures. Modules then appear more or less saturated in color depending on their relative level of relief and the corresponding depth of shadow cast upon itself. The level of texture was also associated with differences in density and, as a result, rigidity, elasticity, and ease of bending of the tiles.

The installation is an exploration in materiality that draws on the pliant nature of paper pulp and starts to explore the range of impression and flexing as a means of textural modification and enhanced tactility. The use of digital strategies allows for the precision needed for regular modules, creating unity and controlling for as many variables outside of materiality as possible, like size and shape. The surface variation generated from cupping the modules and by hand texturing is then prioritized, amplifying the implicit material property for paper fiber to bend and the latent capacity for it to react to pressing and massaging. The wall was not sealed in any way in order to reveal marks and signs of interaction from those who pass by. A consistent horizontal line of wear now shows around three to four feet off the ground from curious onlookers. [Project by Katie Donahue, Mason Limke, and Yandy Cheng. All drawings, diagrams, photographs and text shown here were done by Katie Donahue. Academic project, 2013.]

THE PULP CLOUD

1st Place: ‘Bigger than a Breadbox, Smaller than a Building” Competition oston Society of Architects Space Gallery, summer 2015

A. MODULARITY modules plug into the 1,200 holes in the chainlink fence substrate overhead to form fabric

Mezzanine Floor plan

b. MATERIALITY paper pulp is dripped to form modules that behave like suspended stalactites

Module Placement Diagram: Elevation View secondary sine wave of paper modules

C. TACTILITY modules become narrower, and therefore hang down more, in areas where they are more accessible and able to be touched by passers-by

D. VARIABILITY modules become more transparent where they are thinner (as is the nature of paper pulp) as an experiment to test levels of light emissivity

Material Variability Diagram: Plan View changes based on proximity to touch

E. ENGAGEMENT modules most accessible and in reach are most brightly colored to entice engagement

Section View

Longer/Brighter/Thinner

Shorter/Paler/Thicker

Longer/Brighter/Thinner

Shorter/Paler/ThickerLonger/Brighter/Thinner

khoerath@kworksstudio.com

kdonahue@kworksstudio.com

UK/ US based

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