ryan martin | work samples | 2014

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Architecture + Design Work Samples Ryan Martin Master of Architecture 2012 | Boston Architectural College Bachelor of Environmental Design in Architecture 2004 | University of Colorado cellphone + 1.303.808.1462 | e-mail martinr2736 @ gmail.com | website www.issuu.com/ryanmartin8

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Ryan Martin | Work Samples | 2014

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  • Arch i tec ture + Des i gn

    Work Samp les

    Ryan Martin

    Master of Architecture 2012 | Boston Architectural CollegeBachelor of Environmental Design in Architecture 2004 | University of Colorado

    cellphone + 1 .303 .808 .1462 | e-mail martinr2736 @ gmail.com | website www.issuu.com/ryanmartin8

  • Ell Hall Renovation | Northeastern University | Boston, MA

    745 Atlantic Avenue Lobby Renovation | Boston, MA

    New Marine Science Center | Masters Thesis Project | Nahant, MA

    Biogen Corporate Headquarters Buildings | Cambridge, MA

    Brockton Neighborhood Health Center Addition | Brockton, MA

    Dartmouth Dining Hall Renovation | Hanover, NH

    Mies van der Rohe Foundation Building | Undergraduate Studio | Barcelona, Spain

    14 12 10 08 06 04 02 00 Order

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    7

    2

    1

    4

    5

    6

  • Ell Hall Renovation | Northeastern University | Boston, MA

    745 Atlantic Avenue Lobby Renovation | Boston, MA

    New Marine Science Center | Masters Thesis Project | Nahant, MA

    Biogen Corporate Headquarters Buildings | Cambridge, MA

    Brockton Neighborhood Health Center Addition | Brockton, MA

    Dartmouth Dining Hall Renovation | Hanover, NH

    Mies van der Rohe Foundation Building | Undergraduate Studio | Barcelona, Spain

    14 12 10 08 06 04 02 00 Order

    3

    7

    2

    1

    4

    5

    6

  • Corporate Headquarters BuildingsBiogen Idec, Inc.

    Location: Cambridge, MassachusettsScope: 495,000 SFCompletion Date: Fall 2013

    Project Description:*An interior fitout of two new buildings in the heart of Bostons biotech neighborhood

    *See Appendix for an in-depth project description

    Design Includes:Building Information Modeling, Conceptual design to allow users adaptable spaces,

    SPAGNOLOGISNESS

    200 high street | boston, ma 02110t.617.443.0680 | f.617.443.0689 | www.sga-arch.com

    &Associates, Inc.

    225 Binney Street, Cambridge, Massachusetts

    1 Building Axon - South West 2 Building Axon - South East

    3 Building Axon - North East 4 Building Axon - North West

  • Corporate Headquarters BuildingsBiogen Idec, Inc.

    Location: Cambridge, MassachusettsScope: 495,000 SFCompletion Date: Fall 2013

    Project Description:*An interior fitout of two new buildings in the heart of Bostons biotech neighborhood

    *See Appendix for an in-depth project description

    Design Includes:Building Information Modeling, Conceptual design to allow users adaptable spaces,

    SPAGNOLOGISNESS

    200 high street | boston, ma 02110t.617.443.0680 | f.617.443.0689 | www.sga-arch.com

    &Associates, Inc.

    225 Binney Street, Cambridge, Massachusetts

    1 Building Axon - South West 2 Building Axon - South East

    3 Building Axon - North East 4 Building Axon - North West

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    Description: No: By: Date:

    CONSTRUCTIONDOCUMENTS

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    Description: No: By: Date:

    CONSTRUCTIONDOCUMENTS

    01.13.12

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    0 ' 16 ' 32 ' 48 '

    Description: No: By: Date:

    CONSTRUCTIONDOCUMENTS

    01.13.12

    Ground Level Level 3 Level 5

    Level 2 Level 4 Level 6

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    Description: No: By: Date:

    CONSTRUCTIONDOCUMENTS

    01.13.12

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    0 ' 16 ' 32 ' 48 '

    Description: No: By: Date:

    CONSTRUCTIONDOCUMENTS

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    2' - 10" 15' - 6" 14' - 2"

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    53' - 4"

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    21' - 0"

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    0 ' 16 ' 32 ' 48 '

    Description: No: By: Date:

    CONSTRUCTIONDOCUMENTS

    01.13.12

    Ground Level Level 3 Level 5

    Level 2 Level 4 Level 6

  • Typical Canteen Space (above)

    Workstations and Huddle Rooms (above) Winter Garden (opposite)

  • Typical Canteen Space (above)

    Workstations and Huddle Rooms (above) Winter Garden (opposite)

  • 42" AFF42" AFF

    Biogen Idec as the client was particularly interested in the configuration of the open-office work stations to not only maximize the quantity of seats, but to create an ideal layout for project team collaboration.

    Above: schematic rendering of the open-office spaceBelow: photograph of the finished office layout

  • 42" AFF42" AFF

    Biogen Idec as the client was particularly interested in the configuration of the open-office work stations to not only maximize the quantity of seats, but to create an ideal layout for project team collaboration.

    Above: schematic rendering of the open-office spaceBelow: photograph of the finished office layout

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    Biogen - Building 9 - Level 5 - 1/14/13

    Biogen Idec | Building Nine

    Built in tandem with Biogen Idec Building One, this 195,000 square foot, 6-story building was programmed for Research & Development. The analogy used to describe the design of the two buildings was that of siblings: each with a nearly identical aesthetic, but functioning separately.

    Above: Typical Floor Plan (Level 4 shown)

    Upper Right: Rendering of Building Lobby

    Lower Right: Photograph of Building Lobby

    Drug Research & Development Operations Building

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    Biogen - Building 9 - Level 5 - 1/14/13

    Biogen Idec | Building Nine

    Built in tandem with Biogen Idec Building One, this 195,000 square foot, 6-story building was programmed for Research & Development. The analogy used to describe the design of the two buildings was that of siblings: each with a nearly identical aesthetic, but functioning separately.

    Above: Typical Floor Plan (Level 4 shown)

    Upper Right: Rendering of Building Lobby

    Lower Right: Photograph of Building Lobby

    Drug Research & Development Operations Building

  • DW

    360 SFToddler 1 360 SF

    Toddler 2 360 SFToddler 3

    360 SFToddler 4

    430 SFInfant 1

    438 SFInfant 2

    438 SFInfant 3

    430 SFInfant 4

    787 SFPreschool 3

    793 SFPreschool 2

    767 SFPreschool 1

    Director

    Copy/File ReceptionTeacher Resource

    MensWomens

    Storage ITTall Tree

    Child TransportBuggies

    349 SFGalley

    52 SFStorage

    69 SFStorage

    Car Seats/Strollers

    Cribs

    Food Prep

    Act. Sink

    Teacher

    Stor.

    Storage

    Conference & Lecture

    Testing Space

    Massage

    Stor.

    TBD

    Physicians

    Exam Rm.

    Office

    Reception

    Staff Workspace /Innoculations

    Building 9 - Child Care Center 11.00460.05 06/04/12

    Right: schematic layout of the proposed Child Care Center

    Above: finished photographs of the child care spaces

    Building Nine | Bright Horizons Child Care Center

  • DW

    360 SFToddler 1 360 SF

    Toddler 2 360 SFToddler 3

    360 SFToddler 4

    430 SFInfant 1

    438 SFInfant 2

    438 SFInfant 3

    430 SFInfant 4

    787 SFPreschool 3

    793 SFPreschool 2

    767 SFPreschool 1

    Director

    Copy/File ReceptionTeacher Resource

    MensWomens

    Storage ITTall Tree

    Child TransportBuggies

    349 SFGalley

    52 SFStorage

    69 SFStorage

    Car Seats/Strollers

    Cribs

    Food Prep

    Act. Sink

    Teacher

    Stor.

    Storage

    Conference & Lecture

    Testing Space

    Massage

    Stor.

    TBD

    Physicians

    Exam Rm.

    Office

    Reception

    Staff Workspace /Innoculations

    Building 9 - Child Care Center 11.00460.05 06/04/12

    Right: schematic layout of the proposed Child Care Center

    Above: finished photographs of the child care spaces

    Building Nine | Bright Horizons Child Care Center

  • Above: construction photographs Above & opposite: photographs of finished spaces

  • Above: construction photographs Above & opposite: photographs of finished spaces

  • Marine Science Center | Northeastern University

    Location: Nahant, MassachusettsScope: 25,000 SFCompletion Date: Spring 2012

    Project Description:Using the concept of Weathering to formulate a design approach for the New Marine Science

    Center in the tethered island of Nahant, MA.

    Design Includes:Thesis Proposal, Research, Programming, Site Analysis, User Interviews, Schematic & Conceptual Design, Design Development, Scaled Drawings, Renderings, Physical Models

    Masters Thesis Project | Boston Architectural College

  • Marine Science Center | Northeastern University

    Location: Nahant, MassachusettsScope: 25,000 SFCompletion Date: Spring 2012

    Project Description:Using the concept of Weathering to formulate a design approach for the New Marine Science

    Center in the tethered island of Nahant, MA.

    Design Includes:Thesis Proposal, Research, Programming, Site Analysis, User Interviews, Schematic & Conceptual Design, Design Development, Scaled Drawings, Renderings, Physical Models

    Masters Thesis Project | Boston Architectural College

  • Nahant

    Lynn

    Boston

    South Boston

    Harbor IslandsRoxbury

    Dorchester

    North Quincy

    Cambridge

    SomervilleWinthrop

    East Boston

    RevereBroad Sound

    Atlantic Ocean

    Massachusetts Bay

    Boston Harbor

    Qiuncy Bay

    Nahant Bay

    LynnSwampscott

    Nahant

    Chelsea

    Everett

    Malden

    Melrose

    Saugus

    6

    5

    4

    3

    2

    1

    N

    100 feet

    500 feet

    4

    5

    6

    3

    2

    1

    Site AnalysisEast Point | Nahant, MA

    The New England climate is often considered harsh on buildings and city infrastructure alike. Therefore the island of Nahant, vulnerably located in miles away from the coastline in the Boston Harbor is an appropriate venue to study the effects of weathering on a structure.

    Site Sections

    Panorama of chosen site

  • Nahant

    Lynn

    Boston

    South Boston

    Harbor IslandsRoxbury

    Dorchester

    North Quincy

    Cambridge

    SomervilleWinthrop

    East Boston

    RevereBroad Sound

    Atlantic Ocean

    Massachusetts Bay

    Boston Harbor

    Qiuncy Bay

    Nahant Bay

    LynnSwampscott

    Nahant

    Chelsea

    Everett

    Malden

    Melrose

    Saugus

    6

    5

    4

    3

    2

    1

    N

    100 feet

    500 feet

    4

    5

    6

    3

    2

    1

    Site AnalysisEast Point | Nahant, MA

    The New England climate is often considered harsh on buildings and city infrastructure alike. Therefore the island of Nahant, vulnerably located in miles away from the coastline in the Boston Harbor is an appropriate venue to study the effects of weathering on a structure.

    Site Sections

    Panorama of chosen site

  • Classrooms 5000 Educational Spaces 5000

    Laboratory Space 4000

    Live animal areas 4000Endangered Animal Clinic na

    Live animal areas 4000Injured Animal (Medical Suite) na

    Live animal areas 4000

    Live Animal Habitat na

    Live animal areas 4000

    Administration Offices 1500

    Office 4000Faculty Offices 2500

    Office 4000Parking na

    Office 4000

    Boat Dock na

    Office 4000

    Lobby 1200

    Public Spaces 4700Seminar Space 1500 Public Spaces 4700

    Event Space / Lectures 2000

    Public Spaces 4700

    Library (digital books) 2000 Research 2000

    Janitor Closets 150

    Utilities 850Hydroelectric Power 300 Utilities 850

    Toilet Rooms

    TOTAL

    400

    Utilities 850

    20550

    4%10%

    23%

    19%19%

    24%

    Percentage Pie Chart

    Educational Spaces Live animal areas OfficePublic Spaces Research Utilities

    PROGRAM USE DIAGRAM

    Students - The majority of the facility is used by graduate and PhD Students of the North-eastern Marine Science Program. They have unlimited access to these laboratories at all hours, but the classes are typically from 8 a.m. to 3 p.m.

    Faculty - ...

    Staff - ...

    Visitors - ...

    Residents - ...

    Overall - ...

    8 a.m.

    Midnight

    Noon

    6 a.m.6 p.m.

    3 p.m.

    7 a.m.5 p.m.

    8 a.m.5 p.m.

    10 a.m.

    8 p.m.

    10 a.m.

    4 p.m.

    Concept Model 1 of 3 EXPERIENCE

    SCALE: 1/32 = 1-0

    50 100 150 200 2500

    Concept Model 2 of 3 PERSEVERE

    SCALE: 1/32 = 1-0

    50 100 150 200 2500

    Concept Model 3 of 3 CHANGE

    SCALE: 1/32 = 1-0

    50 100 150 200 2500

    Concept Models - SECTIONS

    EXPERIENCE

    CHANGE

    PERSEVERE

    SCALE: 1/48 = 1-0

    50 100 150 200 2500

    Schematic Design

    Program Use DiagramDerived from Scripps Marine Science Center Precedent

    Adjacency Diagrams

  • Classrooms 5000 Educational Spaces 5000

    Laboratory Space 4000

    Live animal areas 4000Endangered Animal Clinic na

    Live animal areas 4000Injured Animal (Medical Suite) na

    Live animal areas 4000

    Live Animal Habitat na

    Live animal areas 4000

    Administration Offices 1500

    Office 4000Faculty Offices 2500

    Office 4000Parking na

    Office 4000

    Boat Dock na

    Office 4000

    Lobby 1200

    Public Spaces 4700Seminar Space 1500 Public Spaces 4700

    Event Space / Lectures 2000

    Public Spaces 4700

    Library (digital books) 2000 Research 2000

    Janitor Closets 150

    Utilities 850Hydroelectric Power 300 Utilities 850

    Toilet Rooms

    TOTAL

    400

    Utilities 850

    20550

    4%10%

    23%

    19%19%

    24%

    Percentage Pie Chart

    Educational Spaces Live animal areas OfficePublic Spaces Research Utilities

    PROGRAM USE DIAGRAM

    Students - The majority of the facility is used by graduate and PhD Students of the North-eastern Marine Science Program. They have unlimited access to these laboratories at all hours, but the classes are typically from 8 a.m. to 3 p.m.

    Faculty - ...

    Staff - ...

    Visitors - ...

    Residents - ...

    Overall - ...

    8 a.m.

    Midnight

    Noon

    6 a.m.6 p.m.

    3 p.m.

    7 a.m.5 p.m.

    8 a.m.5 p.m.

    10 a.m.

    8 p.m.

    10 a.m.

    4 p.m.

    Concept Model 1 of 3 EXPERIENCE

    SCALE: 1/32 = 1-0

    50 100 150 200 2500

    Concept Model 2 of 3 PERSEVERE

    SCALE: 1/32 = 1-0

    50 100 150 200 2500

    Concept Model 3 of 3 CHANGE

    SCALE: 1/32 = 1-0

    50 100 150 200 2500

    Concept Models - SECTIONS

    EXPERIENCE

    CHANGE

    PERSEVERE

    SCALE: 1/48 = 1-0

    50 100 150 200 2500

    Schematic Design

    Program Use DiagramDerived from Scripps Marine Science Center Precedent

    Adjacency Diagrams

  • Tadao Ando is most often recognized for his expert application of concrete as an elegant architectural finish while simultaneously exemplify-ing its structural capacity. His material choices throughout this project and other projects are not limited to polished concrete surfaces, but many times integrate other systems that work in harmony with concrete to add dynamism and contrast while still showcasing the many possible applications of his favorite material. In connecting Andos material usage to my topic of temporality, I aimed to show his use of con-crete as a long lasting and ageless expression of form. Because this building was erected as a recovery and responsive structure to the Japa-nese earthquake in 1995, it is naturally assertive in its message of strength and perseverance.

    Frank Gehrys style is unmistakable in his remark-able use of undulating forms. For this design of a museum in Herford, Germany, he was even more inventive in his use of materials. What interested me most about this building is its use of brick in a non-traditional highly engineered fashion, rather than what it is typically used for. Even though this building is a decade old, enough time has passed to prove that this experiment has been fruitful in its efforts to envi-sion brick cladding in a revolutionary new way.

    In relation to my thesis, the flow of the spaces is interesting to me in that the orthogonal and strait wall is challenged and therefore the space use is also challenged. Especially in a museum setting where users are invited to really explore and navigate the space, the MARTa is dynamic in relation to traditional circulation of spaces.

    This corporate building in Moine Illinois was designed by Eero Saarinen to be a steel building made of a self-rusting Core Ten steel. At the time the use of this steel for architectural applica-tions was so revolutionary that it had yet to be attempted. Much of Saarinens reasoning for using the Core Ten Steel was the aesthetic of a nice reddish brown patina which blended nicely with the surrounding oak trees of the site.

    In studying Saarinens Deere and Company building, it sets a standard for the way I can approach a material type and essentially redefine a less common or utterly unknown building material.

    materialcase studiesThe precedent case studies in which I studied

    use materials in a unique or dominant way. The three materials shown in these prec-edents are are steel, concrete and brick. The steel precedent was Eero Saarinens Deere & Company Headquarters building

    that is made of a weathering steel frame. The concrete precedent was the Hyogo Prefectural Museum of Art

    by Tadao Ando with its polished concrete and rough hune stone.

    Lastly, for the brick precedent I chose Frank Gehrys MARTa

    Herford Museum with its unique deconstructionist use

    of brick. Each of these precedents are much

    different from one another, therefore the spectrum of informa-

    tion had a nice contrast in regards

    to material use.

    prefectoral art museum, hyogo japan marta herford musuem, germany john deere corporate headquarters, Il

    Material Case Studies

  • Tadao Ando is most often recognized for his expert application of concrete as an elegant architectural finish while simultaneously exemplify-ing its structural capacity. His material choices throughout this project and other projects are not limited to polished concrete surfaces, but many times integrate other systems that work in harmony with concrete to add dynamism and contrast while still showcasing the many possible applications of his favorite material. In connecting Andos material usage to my topic of temporality, I aimed to show his use of con-crete as a long lasting and ageless expression of form. Because this building was erected as a recovery and responsive structure to the Japa-nese earthquake in 1995, it is naturally assertive in its message of strength and perseverance.

    Frank Gehrys style is unmistakable in his remark-able use of undulating forms. For this design of a museum in Herford, Germany, he was even more inventive in his use of materials. What interested me most about this building is its use of brick in a non-traditional highly engineered fashion, rather than what it is typically used for. Even though this building is a decade old, enough time has passed to prove that this experiment has been fruitful in its efforts to envi-sion brick cladding in a revolutionary new way.

    In relation to my thesis, the flow of the spaces is interesting to me in that the orthogonal and strait wall is challenged and therefore the space use is also challenged. Especially in a museum setting where users are invited to really explore and navigate the space, the MARTa is dynamic in relation to traditional circulation of spaces.

    This corporate building in Moine Illinois was designed by Eero Saarinen to be a steel building made of a self-rusting Core Ten steel. At the time the use of this steel for architectural applica-tions was so revolutionary that it had yet to be attempted. Much of Saarinens reasoning for using the Core Ten Steel was the aesthetic of a nice reddish brown patina which blended nicely with the surrounding oak trees of the site.

    In studying Saarinens Deere and Company building, it sets a standard for the way I can approach a material type and essentially redefine a less common or utterly unknown building material.

    materialcase studiesThe precedent case studies in which I studied

    use materials in a unique or dominant way. The three materials shown in these prec-edents are are steel, concrete and brick. The steel precedent was Eero Saarinens Deere & Company Headquarters building

    that is made of a weathering steel frame. The concrete precedent was the Hyogo Prefectural Museum of Art

    by Tadao Ando with its polished concrete and rough hune stone.

    Lastly, for the brick precedent I chose Frank Gehrys MARTa

    Herford Museum with its unique deconstructionist use

    of brick. Each of these precedents are much

    different from one another, therefore the spectrum of informa-

    tion had a nice contrast in regards

    to material use.

    prefectoral art museum, hyogo japan marta herford musuem, germany john deere corporate headquarters, Il

    Material Case Studies

  • Schematic Design

    Site Path Axes Diagram Site Curvature & Edges Tadao Ando Prefectoral Art Museum Aesthetic Daniel Leibeskind Holocaust Museum Zigzag Aesthetic

    Centrifugal Motion Site Slope SpineUnderground Safety Bunker Diagram

  • Schematic Design

    Site Path Axes Diagram Site Curvature & Edges Tadao Ando Prefectoral Art Museum Aesthetic Daniel Leibeskind Holocaust Museum Zigzag Aesthetic

    Centrifugal Motion Site Slope SpineUnderground Safety Bunker Diagram

  • 1 2

    3 4

    1 4

    5 6

    1

    1

    1

    3

    6

    6

    4

    4 5

    12

    3

    4

    3

    46

    Schematic Design

    ZigzagSiteSite Model

    Spine

    Tadao Ando

  • 1 2

    3 4

    1 4

    5 6

    1

    1

    1

    3

    6

    6

    4

    4 5

    12

    3

    4

    3

    46

    Schematic Design

    ZigzagSiteSite Model

    Spine

    Tadao Ando

  • Design Development

    Level One Level Two

    Incorporating successful elements of each of the three schemes, this design provided an experiential and functional approach for the users and included all of the major program elements for this Marine Science Center.

  • Design Development

    Level One Level Two

    Incorporating successful elements of each of the three schemes, this design provided an experiential and functional approach for the users and included all of the major program elements for this Marine Science Center.

  • UP

    UP

    REF.

    REF.

    REF.

    REF.

    UP

    UP

    Nursery

    Vest.

    ConferenceRoom

    Office Library

    Offices

    Mech.

    Stor.

    The GrandFish Tank

    Vest.

    Rotunda

    Amphetheater

    ReceptionDesk

    Lounge

    CollaborativeAreas

    ConferenceBooths

    Guest ToiletRooms

    Lecture &PerformanceAuditorium

    Elev.

    Men's &Women'sRoom &Shower

    ToiletsMech.

    "The Landing"

    Loading Dock/ Storage

    Meeting Rm

    CoffeeKitchenette

    Coats

    Waiting Area

    Toilets

    InformationDesk

    Lab Office

    EntryVestibule

    Elev.

    Elev.

    Offices

    First FloorExhibit Space

    Staging

    Surgery

    Recovery &Final Holding

    Food,Medicine &

    SampleStorage

    Quarentine

    Storage

    Galley

    Break Out /Lobby

    Small Exhibits

    The Patio

    Faculty &Staff Offices

    Laboratories

    N

    10' 50'

    8

    45

    2

    1

    DN

    DN

    REF.

    REF.

    REF.

    REF.

    DN

    UP

    DN

    DN

    DN

    Library

    The GrandFish Tank

    Break-outSpace

    Classroom

    Toilets

    LargeSymposiumClassroom

    Mech.

    Classrooms

    Indoor/OutdoorLaboratory

    CollaborativeLearning

    Classroom

    Stairs

    Laboratory

    ProfessorLounge &

    Shared Office

    Roof Garden

    The Pulpit

    Break-OutStudentLounge

    Stor.

    Theatical /Lecture

    Auditorium

    Toilets

    Stor.

    Entry

    The Spine

    Server Rm.

    LectureStaging Rm.

    Vest.

    Chair Storage

    Exhibit Corner Elev.

    Elev.

    15'

    Mech.

    Laboratory

    T&C StorageTouch Tank

    Security andInformation

    Desk

    The Sand Bar

    Shark Tank

    CornerGarden

    12'

    Grand Lobby

    Aquarium

    EducationWing

    GarageDoor

    3

    6

    7

    Doing the circulation diagrams and program zone diagrams shown above, a finessing and fine-tuning of the plan resulted in a more appropriate final design for the Marine Science Center.

    Level One Level Two

    Rays Ripples

    Orthagonal

    Polar Axis Polar Axis

    Cartesian Axis

    StripesCartesian Axis

    Final Design

  • UP

    UP

    REF.

    REF.

    REF.

    REF.

    UP

    UP

    Nursery

    Vest.

    ConferenceRoom

    Office Library

    Offices

    Mech.

    Stor.

    The GrandFish Tank

    Vest.

    Rotunda

    Amphetheater

    ReceptionDesk

    Lounge

    CollaborativeAreas

    ConferenceBooths

    Guest ToiletRooms

    Lecture &PerformanceAuditorium

    Elev.

    Men's &Women'sRoom &Shower

    ToiletsMech.

    "The Landing"

    Loading Dock/ Storage

    Meeting Rm

    CoffeeKitchenette

    Coats

    Waiting Area

    Toilets

    InformationDesk

    Lab Office

    EntryVestibule

    Elev.

    Elev.

    Offices

    First FloorExhibit Space

    Staging

    Surgery

    Recovery &Final Holding

    Food,Medicine &

    SampleStorage

    Quarentine

    Storage

    Galley

    Break Out /Lobby

    Small Exhibits

    The Patio

    Faculty &Staff Offices

    Laboratories

    N

    10' 50'

    8

    45

    2

    1

    DN

    DN

    REF.

    REF.

    REF.

    REF.

    DN

    UP

    DN

    DN

    DN

    Library

    The GrandFish Tank

    Break-outSpace

    Classroom

    Toilets

    LargeSymposiumClassroom

    Mech.

    Classrooms

    Indoor/OutdoorLaboratory

    CollaborativeLearning

    Classroom

    Stairs

    Laboratory

    ProfessorLounge &

    Shared Office

    Roof Garden

    The Pulpit

    Break-OutStudentLounge

    Stor.

    Theatical /Lecture

    Auditorium

    Toilets

    Stor.

    Entry

    The Spine

    Server Rm.

    LectureStaging Rm.

    Vest.

    Chair Storage

    Exhibit Corner Elev.

    Elev.

    15'

    Mech.

    Laboratory

    T&C StorageTouch Tank

    Security andInformation

    Desk

    The Sand Bar

    Shark Tank

    CornerGarden

    12'

    Grand Lobby

    Aquarium

    EducationWing

    GarageDoor

    3

    6

    7

    Doing the circulation diagrams and program zone diagrams shown above, a finessing and fine-tuning of the plan resulted in a more appropriate final design for the Marine Science Center.

    Level One Level Two

    Rays Ripples

    Orthagonal

    Polar Axis Polar Axis

    Cartesian Axis

    StripesCartesian Axis

    Final Design

  • VIGNETTES

    1 2 3

    5

    9 10 11

    6 7 8

    4

    Perspecives Vignettes

  • VIGNETTES

    1 2 3

    5

    9 10 11

    6 7 8

    4

    Perspecives Vignettes

  • SECT

    ION1

    SECT

    ION

    2

    SECTION 3

    LIMIT OF PHISICAL MODEL

    SITE PLAN

    EdwardLaboratory

    MurphyBattery

    NewParking

    Lot

    New England Centerfor Marine Sciences

    N

    Scale: 1/32" = 1' - 0"

    10' 50' 100'

    E

    C

    B

    A

    D

    A B C D E

    Site Plan

  • SECT

    ION1

    SECT

    ION

    2

    SECTION 3

    LIMIT OF PHISICAL MODEL

    SITE PLAN

    EdwardLaboratory

    MurphyBattery

    NewParking

    Lot

    New England Centerfor Marine Sciences

    N

    Scale: 1/32" = 1' - 0"

    10' 50' 100'

    E

    C

    B

    A

    D

    A B C D E

    Site Plan

  • Top Right: West Elevation

    Left: Final Model

    Others: Final Renderings

  • Top Right: West Elevation

    Left: Final Model

    Others: Final Renderings

  • Ell Hall - Third Floor Renovation

    Location: Boston, MassachusettsScope: 2,900 SFCompletion Date: January 2014

    Project Description:*Repurposing third floor faculty office suite into workstations for grad students, post-docs, and

    visiting scholars workspaces,conference room, kitchenette, and student gathering areas

    Design Includes:Exposing waffle-slab, partition demolition, systems partitions, storm windows, mechanical

    Northeastern University

    101

    WN

    DRAFTING SYMBOLS LEGEND:

    DOOR TAG

    WINDOW TAG

    WALL TAG

    ROOM TAG

    ROOM NAMEROOM NUMBER

    ROOM AREA

    A101

    1

    SIMDETAIL SYMBOL

    1

    A101 SIM

    SECTIONSYMBOL

    SYMBOL TAILDIRECTION OF TAIL INDICATES VIEWINGDIRECTION OF SECTION OR DETAIL

    SHEET ON WHICHSECTION IS DRAWN

    SECTION NUMBER

    DETAIL NUMBER

    DRAWING TITLE

    CENTERLINEINDICATION

    COLUMN GRIDAND BUBBLE

    A1.1

    1

    4 2

    3

    ELEVATION SYMBOLINTERIOR & EXTERIOR

    REFER TO THIS DRAWINGID ON SHEET INDICATED

    SHEET ON WHICHDETAIL IS DRAWN

    0'-0" AFF SPOT ELEVATION

    1 EQUIPMENT TAG

    VIEWSCALE:

    1

    1i

    ROOM TAG147

    190 SF

    1

    ABV ABOVEACOUST ACOUSTICACPS ALUMINUM COMPOSITE PANEL SYSTEMACT ACOUSTIC CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAP ACCESS PANELBB BULLETIN BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBR BACKER RODBTWN BETWEENCFCI CONTRACTOR FURNISHED

    CONTRACTOR INSTALLEDCFMF COLD FORMED METAL FRAMINGCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPT CARPETCR CARD READ(ER)CS CERAMIC TILECT COURSE(S)CTR CENTERCWS CURTAIN WALL SYSTEMDEMO DEMOLISHDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDWGS DRAWING(S)(E) EXISTINGEA EACHEIFS EXT. INSUL. FIN SYST.EJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONEM ENTRY MATEQ EQUAL

    ETR EXISTING TO REMAINETS EXPOSED TO STRUCTUREEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFACT FACTORYFC FIXTURE CONTRACTORFCU FAN COIL UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFHC FIRE HOSE CABINETFIN FINISH(ED)FLR FLOORFND FOUNDATIONFO FACE OFFOC FACE OF CONCRETEFOM FACE OF MASONRYFRM FIRE TREATEDFRP FIBER REINFORCED

    PLASTIC COATED PANELSFS FOOD SERVICEFT FIRE TREATEDFV FRAMEGA GAGE, GAUGEGALV GALVANIZEDGB GRAB BARGWB GYPSUM WALLBOARDGWT GLAZED WALL TILEHB HOSE BIBBHC HOLLOW COREHCP HANDICAPPEDHDW HARDWAREHM HOLLOW METALHO HOLD OPEN (EG. DOOR)HORIZ HORIZONTALHP HIGH POINTHT HEIGHTHWH HOT WATER HEATERID INSIDE DIAMETERINSUL INSULATE(D) (ION)INT INTERIORJAN JANITOR'S CLOSETJT JOINTKEC KITCHEN EQUIPMENT CONTRACTORLAM LAMINATE(D)LAV LAVATORYLCC LEAD COATED COPPERLOC LOCATIONLP LOW POINTLVR LOUVER

    ABBREVIATIONS LIST

    MAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKER BOARDMDO MEDIUM DENSITY OVERLAY BOARDMECH MECHANICALMEMB MEMBRANEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMT MARBLE THRESHOLDMTD MOUNTED(N)MTL METALNAT NATURAL FINISHNF NATURAL FINISHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISH CONTRACTOR INSTALLOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPERF PERFORATEDPF PANEL FABRICPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPOLYISO POLYISO CYANURATEPR PAIRPT PRESSURE TREATED, PAINTPTD PAINTEDQT QUARRY TILER RADIUSRA RUBBERIZED ASPHALTRBR RUBBERRD ROOF DRAINREC RECESSEDREINF REINFORCEDRELOC RELOCATE(D)REQ REQUIREDREV REVIS(ED) (ION)RGWB RESILIENT GWB CONSTRUCTIONRH RIGHT HANDRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS SEALANTSC SOLID CORESD STORM DRAIN

    SF SQUARE FEETSG SHEET GOODSSIM SIMILARSPEC SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSSF SOLID SURFACINGST STONE TILESTC SOUND TRANSMISSION COEFFICIENTSTD STANDARDSTL STEELSTRUC STRUCTURALSUSP SUSPENDEDSV SHEET VINYL FLOORINGTB TACKBOARDTBR TO BE REMOVEDTD TRENCH DRAINTEL TELEPHONETEMP TEMPERED, TEMPERATURETERR TERRAZZOTHRESH THRESHOLDTHK THICKTO TOP OFTOC TOP OF CONCRETETOS TOP OF STEELTV TELEVISIONTYP TYPICALU / S UNDERSIDEUC UNDERCUTUNO UNLESS NOTED OTHERWISEV VENT / VENTILATIONVB VAPOR BARRIER, VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICALVIF VERIFY IN FIELDVNL VINYLVP VISION PANELVWP VINYL WALL COVERINGW / I WITHINW / O WITHOUTW / WITHWC WATER CLOSETWD WOODWH WALL HUNGWP WATER PROOF, WORKING POINTWR WATER RESISTANTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICXR X-RAY VIEWER

    c Copyright Miller Dyer Spears, Inc.

    ARCHITECT: MDS / MILLER DYER SPEARS99 Chauncy StreetBoston, MA 02111

    (617) 338-5350

    OWNER:

    MEP ENGINEER:

    MDS JOB NUMBER:

    NORTHEASTERN UNIVERSITY360 Huntington Avenue

    Boston, MA 02115(617) 373-2000

    RW SULLIVAN ENGINEERINGThe Schrafft Center

    529 Main Street, Suite 203Boston, MA 02129

    (617) 523-8227

    DATE ISSUED:

    STRUCTURALENGINEER:

    PEDA Inc.P.O. Box 724

    Pembroke, MA 02359(781) 335-1880

    10/4/2013 4:19:07 PMC:\Users\rmartin\Documents\1326-001 NEU Ell Hall 3rd Floor_rmartin.rvt

    NORTHEASTERN UNIVERSITYELL HALL 3RD FLOOR SUITE 301 RENOVATION

    ELL HALL 3RD FLOOR SUITE 301RENOVATION

    346 Huntington Ave. Boston, MA 02115100% CDs

    10/04/20131326-000

    DRAWING LIST

    SHEETNUMBER DRAWING TITLE 10

    /04/

    2013

    00 GENERALA0.00 COVER SHEET XA0.01 SPECIFICATIONS (1 OF 2) XA0.02 SPECIFICATIONS (2 OF 2) X

    01 STRUCTURALS-1 DEMOLITION FLOOR PLAN & PROPOSED FLOOR PLAN XS-2 DETAILS & GENERAL NOTES X

    02 ARCHITECTURAL DRAWINGSA0.10 THIRD FLOOR DEMOLITION PLAN & RCP XA0.20 PARTITION TYPES, TYP. MT HTS., DOOR SCHEDULES & DETAILS XA1.01 THIRD FLOOR PLAN & RCP XA8.01 INTERIOR ELEVATIONS XA9.01 INTERIOR DETAILS & CASEWORK DETAIL XA9.02 CASEWORK DETAILS XA9.10 FURNITURE, FINISHES PLAN, AND SCHEDULES X

    03 DEMOUNTABLE PARTITION DRAWINGSA9.11 DEMOUNTABLE PARTITION ELEVATIONS XA9.12 DEMOUNTABLE PARTITION DETAILS X

    04 MECHANICALH0.00 HVAC LEGEND & GENERAL NOTES XH0.01 HVAC SCHEDULES XH0.02 HVAC DETAILS SHEET NO. 1 XH0.03 HVAC DETAILS SHEET NO. 2 XH0.04 HVAC SPECIFICATIONS SHEET NO. 1 XH0.05 HVAC SPECIFICATIONS SHEET NO. 2 XHD1.01 HVAC THIRD FLOOR DEMOLITION PLAN XH1.01 HVAC THIRD FLOOR NEW DUCTWORK PLAN X

    05 PLUMBINGP0.00 PLUMBING LEGEND, GENERAL NOTES AND SCHEDULE XP1.00 PLUMBING NEW FLOOR PLAN X

    07 FIRE PROTECTIONFP0.00 FIRE PROTECTION LEGEND & GENERAL NOTES XFP0.01 FIRE PROTECTION DETAILS & SCHEDULES XFPD1.00 FIRE PROTECTION DEMOLITION PLAN XFPD2.00 FIRE PROTECTION DEMOLITION PLAN XFP1.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN XFP2.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN X

    08 ELECTRICALE0.0 ELECTRICAL LEGEND AND GENERAL NOTES XED1.0 ELECTRICAL THIRD FLOOR DEMOLITION PLAN XE1.0 ELECTRICAL THIRD FLOOR LIGHTING PLAN XE2.0 ELECTRICAL THIRD FLOOR POWER PLAN XE3.0 ELECTRICAL THIRD FLOOR PART PLANS XE4.0 ELECTRICAL ONE LINE RISER AND SCHEDULES XE5.0 ELECTRICAL DETAILS XE6.0 ELECTRICAL SPECIFICATIONS XGrand total: 38

    NEU JOB NUMBER: 13-EL-301-01

    *See Appendix for an in-depth project description

  • Ell Hall - Third Floor Renovation

    Location: Boston, MassachusettsScope: 2,900 SFCompletion Date: January 2014

    Project Description:*Repurposing third floor faculty office suite into workstations for grad students, post-docs, and

    visiting scholars workspaces,conference room, kitchenette, and student gathering areas

    Design Includes:Exposing waffle-slab, partition demolition, systems partitions, storm windows, mechanical

    Northeastern University

    101

    WN

    DRAFTING SYMBOLS LEGEND:

    DOOR TAG

    WINDOW TAG

    WALL TAG

    ROOM TAG

    ROOM NAMEROOM NUMBER

    ROOM AREA

    A101

    1

    SIMDETAIL SYMBOL

    1

    A101 SIM

    SECTIONSYMBOL

    SYMBOL TAILDIRECTION OF TAIL INDICATES VIEWINGDIRECTION OF SECTION OR DETAIL

    SHEET ON WHICHSECTION IS DRAWN

    SECTION NUMBER

    DETAIL NUMBER

    DRAWING TITLE

    CENTERLINEINDICATION

    COLUMN GRIDAND BUBBLE

    A1.1

    1

    4 2

    3

    ELEVATION SYMBOLINTERIOR & EXTERIOR

    REFER TO THIS DRAWINGID ON SHEET INDICATED

    SHEET ON WHICHDETAIL IS DRAWN

    0'-0" AFF SPOT ELEVATION

    1 EQUIPMENT TAG

    VIEWSCALE:

    1

    1i

    ROOM TAG147

    190 SF

    1

    ABV ABOVEACOUST ACOUSTICACPS ALUMINUM COMPOSITE PANEL SYSTEMACT ACOUSTIC CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAP ACCESS PANELBB BULLETIN BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBR BACKER RODBTWN BETWEENCFCI CONTRACTOR FURNISHED

    CONTRACTOR INSTALLEDCFMF COLD FORMED METAL FRAMINGCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPT CARPETCR CARD READ(ER)CS CERAMIC TILECT COURSE(S)CTR CENTERCWS CURTAIN WALL SYSTEMDEMO DEMOLISHDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDWGS DRAWING(S)(E) EXISTINGEA EACHEIFS EXT. INSUL. FIN SYST.EJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONEM ENTRY MATEQ EQUAL

    ETR EXISTING TO REMAINETS EXPOSED TO STRUCTUREEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFACT FACTORYFC FIXTURE CONTRACTORFCU FAN COIL UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFHC FIRE HOSE CABINETFIN FINISH(ED)FLR FLOORFND FOUNDATIONFO FACE OFFOC FACE OF CONCRETEFOM FACE OF MASONRYFRM FIRE TREATEDFRP FIBER REINFORCED

    PLASTIC COATED PANELSFS FOOD SERVICEFT FIRE TREATEDFV FRAMEGA GAGE, GAUGEGALV GALVANIZEDGB GRAB BARGWB GYPSUM WALLBOARDGWT GLAZED WALL TILEHB HOSE BIBBHC HOLLOW COREHCP HANDICAPPEDHDW HARDWAREHM HOLLOW METALHO HOLD OPEN (EG. DOOR)HORIZ HORIZONTALHP HIGH POINTHT HEIGHTHWH HOT WATER HEATERID INSIDE DIAMETERINSUL INSULATE(D) (ION)INT INTERIORJAN JANITOR'S CLOSETJT JOINTKEC KITCHEN EQUIPMENT CONTRACTORLAM LAMINATE(D)LAV LAVATORYLCC LEAD COATED COPPERLOC LOCATIONLP LOW POINTLVR LOUVER

    ABBREVIATIONS LIST

    MAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKER BOARDMDO MEDIUM DENSITY OVERLAY BOARDMECH MECHANICALMEMB MEMBRANEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMT MARBLE THRESHOLDMTD MOUNTED(N)MTL METALNAT NATURAL FINISHNF NATURAL FINISHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISH CONTRACTOR INSTALLOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPERF PERFORATEDPF PANEL FABRICPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPOLYISO POLYISO CYANURATEPR PAIRPT PRESSURE TREATED, PAINTPTD PAINTEDQT QUARRY TILER RADIUSRA RUBBERIZED ASPHALTRBR RUBBERRD ROOF DRAINREC RECESSEDREINF REINFORCEDRELOC RELOCATE(D)REQ REQUIREDREV REVIS(ED) (ION)RGWB RESILIENT GWB CONSTRUCTIONRH RIGHT HANDRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS SEALANTSC SOLID CORESD STORM DRAIN

    SF SQUARE FEETSG SHEET GOODSSIM SIMILARSPEC SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSSF SOLID SURFACINGST STONE TILESTC SOUND TRANSMISSION COEFFICIENTSTD STANDARDSTL STEELSTRUC STRUCTURALSUSP SUSPENDEDSV SHEET VINYL FLOORINGTB TACKBOARDTBR TO BE REMOVEDTD TRENCH DRAINTEL TELEPHONETEMP TEMPERED, TEMPERATURETERR TERRAZZOTHRESH THRESHOLDTHK THICKTO TOP OFTOC TOP OF CONCRETETOS TOP OF STEELTV TELEVISIONTYP TYPICALU / S UNDERSIDEUC UNDERCUTUNO UNLESS NOTED OTHERWISEV VENT / VENTILATIONVB VAPOR BARRIER, VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICALVIF VERIFY IN FIELDVNL VINYLVP VISION PANELVWP VINYL WALL COVERINGW / I WITHINW / O WITHOUTW / WITHWC WATER CLOSETWD WOODWH WALL HUNGWP WATER PROOF, WORKING POINTWR WATER RESISTANTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICXR X-RAY VIEWER

    c Copyright Miller Dyer Spears, Inc.

    ARCHITECT: MDS / MILLER DYER SPEARS99 Chauncy StreetBoston, MA 02111

    (617) 338-5350

    OWNER:

    MEP ENGINEER:

    MDS JOB NUMBER:

    NORTHEASTERN UNIVERSITY360 Huntington Avenue

    Boston, MA 02115(617) 373-2000

    RW SULLIVAN ENGINEERINGThe Schrafft Center

    529 Main Street, Suite 203Boston, MA 02129

    (617) 523-8227

    DATE ISSUED:

    STRUCTURALENGINEER:

    PEDA Inc.P.O. Box 724

    Pembroke, MA 02359(781) 335-1880

    10/4/2013 4:19:07 PMC:\Users\rmartin\Documents\1326-001 NEU Ell Hall 3rd Floor_rmartin.rvt

    NORTHEASTERN UNIVERSITYELL HALL 3RD FLOOR SUITE 301 RENOVATION

    ELL HALL 3RD FLOOR SUITE 301RENOVATION

    346 Huntington Ave. Boston, MA 02115100% CDs

    10/04/20131326-000

    DRAWING LIST

    SHEETNUMBER DRAWING TITLE 10

    /04/

    2013

    00 GENERALA0.00 COVER SHEET XA0.01 SPECIFICATIONS (1 OF 2) XA0.02 SPECIFICATIONS (2 OF 2) X

    01 STRUCTURALS-1 DEMOLITION FLOOR PLAN & PROPOSED FLOOR PLAN XS-2 DETAILS & GENERAL NOTES X

    02 ARCHITECTURAL DRAWINGSA0.10 THIRD FLOOR DEMOLITION PLAN & RCP XA0.20 PARTITION TYPES, TYP. MT HTS., DOOR SCHEDULES & DETAILS XA1.01 THIRD FLOOR PLAN & RCP XA8.01 INTERIOR ELEVATIONS XA9.01 INTERIOR DETAILS & CASEWORK DETAIL XA9.02 CASEWORK DETAILS XA9.10 FURNITURE, FINISHES PLAN, AND SCHEDULES X

    03 DEMOUNTABLE PARTITION DRAWINGSA9.11 DEMOUNTABLE PARTITION ELEVATIONS XA9.12 DEMOUNTABLE PARTITION DETAILS X

    04 MECHANICALH0.00 HVAC LEGEND & GENERAL NOTES XH0.01 HVAC SCHEDULES XH0.02 HVAC DETAILS SHEET NO. 1 XH0.03 HVAC DETAILS SHEET NO. 2 XH0.04 HVAC SPECIFICATIONS SHEET NO. 1 XH0.05 HVAC SPECIFICATIONS SHEET NO. 2 XHD1.01 HVAC THIRD FLOOR DEMOLITION PLAN XH1.01 HVAC THIRD FLOOR NEW DUCTWORK PLAN X

    05 PLUMBINGP0.00 PLUMBING LEGEND, GENERAL NOTES AND SCHEDULE XP1.00 PLUMBING NEW FLOOR PLAN X

    07 FIRE PROTECTIONFP0.00 FIRE PROTECTION LEGEND & GENERAL NOTES XFP0.01 FIRE PROTECTION DETAILS & SCHEDULES XFPD1.00 FIRE PROTECTION DEMOLITION PLAN XFPD2.00 FIRE PROTECTION DEMOLITION PLAN XFP1.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN XFP2.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN X

    08 ELECTRICALE0.0 ELECTRICAL LEGEND AND GENERAL NOTES XED1.0 ELECTRICAL THIRD FLOOR DEMOLITION PLAN XE1.0 ELECTRICAL THIRD FLOOR LIGHTING PLAN XE2.0 ELECTRICAL THIRD FLOOR POWER PLAN XE3.0 ELECTRICAL THIRD FLOOR PART PLANS XE4.0 ELECTRICAL ONE LINE RISER AND SCHEDULES XE5.0 ELECTRICAL DETAILS XE6.0 ELECTRICAL SPECIFICATIONS XGrand total: 38

    NEU JOB NUMBER: 13-EL-301-01

    *See Appendix for an in-depth project description

  • COPYCO

    PY

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    184 SF

    CONFERENCEROOM301B

    MECHANICALROOM300M1

    114 SF

    MEETINGROOM301D

    1646 SF

    OPENOFFICE

    301847 SF

    OPENOFFICE

    301A 50 SF

    KITCHENETTE301C

    301S1 300E1

    ELEVATORLOBBY300C1

    307308

    309

    311CLASSROOM

    312

    313B

    314

    307B307A

    300S2

    313A

    300M2

    314A

    ELEC.CLOSET300M8

    309A

    CORRIDOR300C2

    NEW ELEC.CLOSET300M3

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN

    VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39

    COPY

    COPY

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    184 SF

    CONFERENCEROOM301B

    MECHANICALROOM300M1

    114 SF

    MEETINGROOM301D

    1646 SF

    OPENOFFICE

    301847 SF

    OPENOFFICE

    301A 50 SF

    KITCHENETTE301C

    301S1 300E1

    ELEVATORLOBBY300C1

    307308

    309

    311CLASSROOM

    312

    313B

    314

    307B307A

    300S2

    313A

    300M2

    314A

    ELEC.CLOSET300M8

    309A

    CORRIDOR300C2

    NEW ELEC.CLOSET300M3

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN

    VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39

    301

    302

    303 304

    305

    306307

    308

    309311312

    313B

    314

    301A301B

    301C

    302A302B302C302D302E302F

    302G 302J

    305A 306A 307B 307A

    300S2300S1

    301D

    313A

    300M2

    314A

    300E1

    312A

    300M8 300C4

    309A

    300C2 300C3

    300M1

    300C1

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    9' - 0"

    8' - 6 1/4"8' - 7 3/4"

    8' - 6"

    10' - 4" 10' - 3" 10' - 4"

    10' - 1 1/2"10' - 3" 10' - 3"

    7' - 9" 8' - 10 1/2" 8' - 9 1/2"

    8' - 6"

    10' - 4"

    9' - 6"

    10' - 4"

    8' - 4 3/8"

    5/8" GWB on Mtl. Stud6' - 11 1/2"

    12' - 0 1/2"

    B.O. WAFFLESLAB

    10' - 4"

    B.O. STEEL BEAM

    NOT IN CONTRACT

    ACOUSTICAL CEILING TILE

    301D

    301C 301

    301B 301A

    302

    302F 302E

    302G 302J 303 304 306

    306A305A

    305302A

    302B302C

    302D

    300S1

    300C1

    312 311 309

    300S2

    300C3 300C4

    307

    307B307A

    308

    300C2

    300E1

    314A

    314

    313A

    313B300M2

    300M8

    NO CEILING

    312A

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    8' - 6"8' - 6"

    300M1

    architectureplanninginteriors

    Drawing Number

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    N

    Drawing Title

    Revisions

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Key Plan

    Project No:

    cC

    opyr

    ight

    Mille

    rDye

    rSpe

    a rs

    Inc.

    8/12

    /201

    3 4:

    56:5

    5 PM

    1/8" = 1'-0"

    C:\U

    sers

    \rmar

    tin\D

    ocum

    ents

    \132

    6-00

    1 N

    EU E

    ll H

    all 3

    rd F

    loor

    _rm

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    .rvt

    EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN

    EX0.1

    NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION

    EXISTING CONDITIONS

    RM

    GG

    8/12/2013

    13-EL-301-01

    346 Huntington Ave. Boston, MA 02115

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

    SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN

    301

    302

    303 304

    305

    306307

    308

    309311312

    313B

    314

    301A301B

    301C

    302A302B302C302D302E302F

    302G 302J

    305A 306A 307B 307A

    300S2300S1

    301D

    313A

    300M2

    314A

    300E1

    312A

    300M8 300C4

    309A

    300C2 300C3

    300M1

    300C1

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    9' - 0"

    8' - 6 1/4"8' - 7 3/4"

    8' - 6"

    10' - 4" 10' - 3" 10' - 4"

    10' - 1 1/2"10' - 3" 10' - 3"

    7' - 9" 8' - 10 1/2" 8' - 9 1/2"

    8' - 6"

    10' - 4"

    9' - 6"

    10' - 4"

    8' - 4 3/8"

    5/8" GWB on Mtl. Stud6' - 11 1/2"

    12' - 0 1/2"

    B.O. WAFFLESLAB

    10' - 4"

    B.O. STEEL BEAM

    NOT IN CONTRACT

    ACOUSTICAL CEILING TILE

    301D

    301C 301

    301B 301A

    302

    302F 302E

    302G 302J 303 304 306

    306A305A

    305302A

    302B302C

    302D

    300S1

    300C1

    312 311 309

    300S2

    300C3 300C4

    307

    307B307A

    308

    300C2

    300E1

    314A

    314

    313A

    313B300M2

    300M8

    NO CEILING

    312A

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    8' - 6"8' - 6"

    300M1

    architectureplanninginteriors

    Drawing Number

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    N

    Drawing Title

    Revisions

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Key Plan

    Project No:

    cC

    opyr

    ight

    Mille

    rDye

    rSpe

    a rs

    Inc.

    8/12

    /201

    3 4:

    56:5

    5 PM

    1/8" = 1'-0"

    C:\U

    sers

    \rmar

    tin\D

    ocum

    ents

    \132

    6-00

    1 N

    EU E

    ll H

    all 3

    rd F

    loor

    _rm

    artin

    .rvt

    EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN

    EX0.1

    NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION

    EXISTING CONDITIONS

    RM

    GG

    8/12/2013

    13-EL-301-01

    346 Huntington Ave. Boston, MA 02115

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

    SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN

    1 2 3 4 5 6 78

    A

    B

    C

    D

    CONFERENCEROOM301B

    MECHANICALROOM300M1

    MEETINGROOM301D

    OPENOFFICE

    301OPEN

    OFFICE301A

    KITCHENETTE301C

    301S1 300E1

    ELEVATORLOBBY300C1

    307 308

    309311CLASSROOM

    312

    313B

    314

    307B 307A

    300S2

    313A

    300M2

    314A

    ELEC.CLOSET300M8

    309A

    CORRIDOR300C2

    2' x 2' ACTMATCH (E) HT

    2' x 2' ACTMATCH (E) HT

    2' x 2' ACT8' - 6"

    2' x 2' ACT8' - 6"

    2' x 2' ACT8' - 6"

    2' x 2' ACTMATCH (E) HT

    2' x 2' ACT8' - 6"

    5/8" GWBMATCH (E) HT

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/12/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION REFLECTED CEILING PLAN

    Existing Ceiling Plan

    In total, there were four general areas of construction in this project: Office Suite 301A, Office Suite 301, the Corridor and the Large Classroom. All affected areas v new mechanical systems and new ceilings treatments.

    Proposed Ceiling Plan

    Exterior Photo of Ell Hall Proposed Floor Plan

    Existing Floor Plan

  • COPY

    COPY

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    184 SF

    CONFERENCEROOM301B

    MECHANICALROOM300M1

    114 SF

    MEETINGROOM301D

    1646 SF

    OPENOFFICE

    301847 SF

    OPENOFFICE

    301A 50 SF

    KITCHENETTE301C

    301S1 300E1

    ELEVATORLOBBY300C1

    307308

    309

    311CLASSROOM

    312

    313B

    314

    307B307A

    300S2

    313A

    300M2

    314A

    ELEC.CLOSET300M8

    309A

    CORRIDOR300C2

    NEW ELEC.CLOSET300M3

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN

    VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39

    COPY

    COPY

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    184 SF

    CONFERENCEROOM301B

    MECHANICALROOM300M1

    114 SF

    MEETINGROOM301D

    1646 SF

    OPENOFFICE

    301847 SF

    OPENOFFICE

    301A 50 SF

    KITCHENETTE301C

    301S1 300E1

    ELEVATORLOBBY300C1

    307308

    309

    311CLASSROOM

    312

    313B

    314

    307B307A

    300S2

    313A

    300M2

    314A

    ELEC.CLOSET300M8

    309A

    CORRIDOR300C2

    NEW ELEC.CLOSET300M3

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN

    VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39

    301

    302

    303 304

    305

    306307

    308

    309311312

    313B

    314

    301A301B

    301C

    302A302B302C302D302E302F

    302G 302J

    305A 306A 307B 307A

    300S2300S1

    301D

    313A

    300M2

    314A

    300E1

    312A

    300M8 300C4

    309A

    300C2 300C3

    300M1

    300C1

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    9' - 0"

    8' - 6 1/4"8' - 7 3/4"

    8' - 6"

    10' - 4" 10' - 3" 10' - 4"

    10' - 1 1/2"10' - 3" 10' - 3"

    7' - 9" 8' - 10 1/2" 8' - 9 1/2"

    8' - 6"

    10' - 4"

    9' - 6"

    10' - 4"

    8' - 4 3/8"

    5/8" GWB on Mtl. Stud6' - 11 1/2"

    12' - 0 1/2"

    B.O. WAFFLESLAB

    10' - 4"

    B.O. STEEL BEAM

    NOT IN CONTRACT

    ACOUSTICAL CEILING TILE

    301D

    301C 301

    301B 301A

    302

    302F 302E

    302G 302J 303 304 306

    306A305A

    305302A

    302B302C

    302D

    300S1

    300C1

    312 311 309

    300S2

    300C3 300C4

    307

    307B307A

    308

    300C2

    300E1

    314A

    314

    313A

    313B300M2

    300M8

    NO CEILING

    312A

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    8' - 6"8' - 6"

    300M1

    architectureplanninginteriors

    Drawing Number

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    N

    Drawing Title

    Revisions

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Key Plan

    Project No:

    cC

    opyr

    ight

    Mille

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    8/12

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    3 4:

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    1/8" = 1'-0"

    C:\U

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    EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN

    EX0.1

    NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION

    EXISTING CONDITIONS

    RM

    GG

    8/12/2013

    13-EL-301-01

    346 Huntington Ave. Boston, MA 02115

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

    SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN

    301

    302

    303 304

    305

    306307

    308

    309311312

    313B

    314

    301A301B

    301C

    302A302B302C302D302E302F

    302G 302J

    305A 306A 307B 307A

    300S2300S1

    301D

    313A

    300M2

    314A

    300E1

    312A

    300M8 300C4

    309A

    300C2 300C3

    300M1

    300C1

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    9' - 0"

    8' - 6 1/4"8' - 7 3/4"

    8' - 6"

    10' - 4" 10' - 3" 10' - 4"

    10' - 1 1/2"10' - 3" 10' - 3"

    7' - 9" 8' - 10 1/2" 8' - 9 1/2"

    8' - 6"

    10' - 4"

    9' - 6"

    10' - 4"

    8' - 4 3/8"

    5/8" GWB on Mtl. Stud6' - 11 1/2"

    12' - 0 1/2"

    B.O. WAFFLESLAB

    10' - 4"

    B.O. STEEL BEAM

    NOT IN CONTRACT

    ACOUSTICAL CEILING TILE

    301D

    301C 301

    301B 301A

    302

    302F 302E

    302G 302J 303 304 306

    306A305A

    305302A

    302B302C

    302D

    300S1

    300C1

    312 311 309

    300S2

    300C3 300C4

    307

    307B307A

    308

    300C2

    300E1

    314A

    314

    313A

    313B300M2

    300M8

    NO CEILING

    312A

    1 2 3 4 5 6 7 8

    A

    B

    C

    D

    9' - 1"

    8' - 6"8' - 6"

    300M1

    architectureplanninginteriors

    Drawing Number

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    N

    Drawing Title

    Revisions

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Key Plan

    Project No:

    cC

    opyr

    ight

    Mille

    rDye

    rSpe

    a rs

    Inc.

    8/12

    /201

    3 4:

    56:5

    5 PM

    1/8" = 1'-0"

    C:\U

    sers

    \rmar

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    \132

    6-00

    1 N

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    all 3

    rd F

    loor

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    EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN

    EX0.1

    NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION

    EXISTING CONDITIONS

    RM

    GG

    8/12/2013

    13-EL-301-01

    346 Huntington Ave. Boston, MA 02115

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

    SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN

    1 2 3 4 5 6 78

    A

    B

    C

    D

    CONFERENCEROOM301B

    MECHANICALROOM300M1

    MEETINGROOM301D

    OPENOFFICE

    301OPEN

    OFFICE301A

    KITCHENETTE301C

    301S1 300E1

    ELEVATORLOBBY300C1

    307 308

    309311CLASSROOM

    312

    313B

    314

    307B 307A

    300S2

    313A

    300M2

    314A

    ELEC.CLOSET300M8

    309A

    CORRIDOR300C2

    2' x 2' ACTMATCH (E) HT

    2' x 2' ACTMATCH (E) HT

    2' x 2' ACT8' - 6"

    2' x 2' ACT8' - 6"

    2' x 2' ACT8' - 6"

    2' x 2' ACTMATCH (E) HT

    2' x 2' ACT8' - 6"

    5/8" GWBMATCH (E) HT

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/12/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION REFLECTED CEILING PLAN

    Existing Ceiling Plan

    In total, there were four general areas of construction in this project: Office Suite 301A, Office Suite 301, the Corridor and the Large Classroom. All affected areas v new mechanical systems and new ceilings treatments.

    Proposed Ceiling Plan

    Exterior Photo of Ell Hall Proposed Floor Plan

    Existing Floor Plan

  • Left side: both the Conference Room and the Meeting Room were constructed of demountable systems walls.

    Right side: the occupancy increased by a factor of 3 from 17 single-occupancy offices to 51 workstations.

  • Left side: both the Conference Room and the Meeting Room were constructed of demountable systems walls.

    Right side: the occupancy increased by a factor of 3 from 17 single-occupancy offices to 51 workstations.

  • DOOR

    H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1

    CPT AS SCHEDULED

    CORIAN TOP AT (E)WINDOW SILL HT.

    BACKER ROD ANDSEALANT

    (E) CURTAIN WALL

    5/8" GYP

    ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.

    RUBBERBASE (TYP)

    (E) MAS WALL

    4 1/

    2"

    2' -

    5" V

    IF

    METAL STUDS

    AIR SPACE

    NEW SLIDING ALUM.STORM WINDOW SYSTEM

    (E) SPANDREL GLASS

    MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA

    2"

    VIF

    4" V.I.F.

    1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION

    SEE RCPB.O. ACT

    SEE RCPB.O. SOFFIT

    1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.

    ACT TYP

    SEE

    RC

    P6"

    MIN

    .

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.

    ACT TYP

    (E) WAFFLE SLAB

    6" M

    IN.

    1"

    ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES

    A

    2A

    2A 4

    INTERIOR

    ALIGN FACE OFFIN TUBE COVER TO FACE OF

    NEW GWB COLUM ENCLOSURE

    NEW FIN TUBE COVER

    NEW CORIAN SILL

    NEW SLIDINGSTORM WINDOW

    EXISTINGEXTERIOR WINDOW

    RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT

    ACT TYP

    6"

    SEE RCPB.O. GWB

    2

    A9.01

    7' -

    9" (V

    .I.F.

    )

    7' - 9" (V.I.F.)

    EQEQ

    EQ

    ALIG

    N W

    / (E)

    NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.

    HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)

    PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)

    PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.

    BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.

    B.O. STANDARDS

    6"

    FACE OF WALL

    S6-XX

    1' - 0" @ TYPE S6

    SEE ELEVATIONS

    SEE ELEVATIONS

    1' - 0"

    MILLER DYER SPEARS INC.99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Drawing Number

    DescriptionDate

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    No.

    Drawing Title

    Revisions

    DescriptionDateNo.

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Project No:

    c C

    opyr

    ight

    Mille

    r Dye

    r Spe

    a rs

    Inc.

    10/4

    /201

    3 4:

    19:2

    7 PM

    As indicated

    C:\U

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    \rmar

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    1 N

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    all 3

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    loor

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    INTERIOR DETAILS &CASEWORK DETAIL

    A9.01

    ELL HALL 3RD FLOORSUITE 301RENOVATION

    XXX

    100% CDs

    RM

    GG

    10/04/2013

    1326-000

    346 Huntington Ave. Boston, MA 02115

    SCALE: 3" = 1'-0"1 TRANSITION AT RESILIENT TO CARPET

    SCALE: 1 1/2" = 1'-0"2 WINDOW SILL & HEAD @ 301

    SCALE: 1 1/2" = 1'-0"5 CEILING DETAIL - TYP ACT-GWB SOFFIT

    SCALE: 1 1/2" = 1'-0"4 CEILING DETAIL - TYP ACT-GWB SOFFITSCALE: 1 1/2" = 1'-0"7 ENLARGED PLAN AT TYP. EXTERIOR COLUMN

    SCALE: 1 1/2" = 1'-0"3 WINDOW HEAD @ 301A & 301B

    SCALE: 1/2" = 1'-0"6 TYP. STORM WINDOW @ ALL SUITE WINDOWS

    SCALE: 1 1/2" = 1'-0"8 ADJ. SHELVING UPPER

    DOOR

    H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1

    CPT AS SCHEDULED

    CORIAN TOP AT (E)WINDOW SILL HT.

    BACKER ROD ANDSEALANT

    (E) CURTAIN WALL

    5/8" GYP

    ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.

    RUBBERBASE (TYP)

    (E) MAS WALL

    4 1/

    2"

    2' -

    5" V

    IF

    METAL STUDS

    AIR SPACE

    NEW SLIDING ALUM.STORM WINDOW SYSTEM

    (E) SPANDREL GLASS

    MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA

    2"

    VIF

    4" V.I.F.

    1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION

    SEE RCPB.O. ACT

    SEE RCPB.O. SOFFIT

    1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.

    ACT TYP

    SEE

    RC

    P6"

    MIN

    .

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.

    ACT TYP

    (E) WAFFLE SLAB

    6" M

    IN.

    1"

    ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES

    A

    2A

    2A 4

    INTERIOR

    ALIGN FACE OFFIN TUBE COVER TO FACE OF

    NEW GWB COLUM ENCLOSURE

    NEW FIN TUBE COVER

    NEW CORIAN SILL

    NEW SLIDINGSTORM WINDOW

    EXISTINGEXTERIOR WINDOW

    RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT

    ACT TYP

    6"

    SEE RCPB.O. GWB

    2

    A9.01

    7' -

    9" (V

    .I.F.

    )

    7' - 9" (V.I.F.)

    EQEQ

    EQ

    ALIG

    N W

    / (E)

    NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.

    HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)

    PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)

    PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.

    BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.

    B.O. STANDARDS

    6"

    FACE OF WALL

    S6-XX

    1' - 0" @ TYPE S6

    SEE ELEVATIONS

    SEE ELEVATIONS

    1' - 0"

    MILLER DYER SPEARS INC.99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Drawing Number

    DescriptionDate

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    No.

    Drawing Title

    Revisions

    DescriptionDateNo.

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Project No:

    c C

    opyr

    ight

    Mille

    r Dye

    r Spe

    a rs

    Inc.

    10/4

    /201

    3 4:

    19:2

    7 PM

    As indicated

    C:\U

    sers

    \rmar

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    ents

    \132

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    1 N

    EU E

    ll H

    all 3

    rd F

    loor

    _rm

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    .rvt

    INTERIOR DETAILS &CASEWORK DETAIL

    A9.01

    ELL HALL 3RD FLOORSUITE 301RENOVATION

    XXX

    100% CDs

    RM

    GG

    10/04/2013

    1326-000

    346 Huntington Ave. Boston, MA 02115

    SCALE: 3" = 1'-0"1 TRANSITION AT RESILIENT TO CARPET

    SCALE: 1 1/2" = 1'-0"2 WINDOW SILL & HEAD @ 301

    SCALE: 1 1/2" = 1'-0"5 CEILING DETAIL - TYP ACT-GWB SOFFIT

    SCALE: 1 1/2" = 1'-0"4 CEILING DETAIL - TYP ACT-GWB SOFFITSCALE: 1 1/2" = 1'-0"7 ENLARGED PLAN AT TYP. EXTERIOR COLUMN

    SCALE: 1 1/2" = 1'-0"3 WINDOW HEAD @ 301A & 301B

    SCALE: 1/2" = 1'-0"6 TYP. STORM WINDOW @ ALL SUITE WINDOWS

    SCALE: 1 1/2" = 1'-0"8 ADJ. SHELVING UPPER

    DOOR

    H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1

    CPT AS SCHEDULED

    CORIAN TOP AT (E)WINDOW SILL HT.

    BACKER ROD ANDSEALANT

    (E) CURTAIN WALL

    5/8" GYP

    ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.

    RUBBERBASE (TYP)

    (E) MAS WALL

    4 1/

    2"

    2' -

    5" V

    IF

    METAL STUDS

    AIR SPACE

    NEW SLIDING ALUM.STORM WINDOW SYSTEM

    (E) SPANDREL GLASS

    MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA

    2"

    VIF

    4" V.I.F.

    1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION

    SEE RCPB.O. ACT

    SEE RCPB.O. SOFFIT

    1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.

    ACT TYP

    SEE

    RC

    P6"

    MIN

    .

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.

    ACT TYP

    (E) WAFFLE SLAB

    6" M

    IN.

    1"

    ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES

    A

    2A

    2A 4

    INTERIOR

    ALIGN FACE OFFIN TUBE COVER TO FACE OF

    NEW GWB COLUM ENCLOSURE

    NEW FIN TUBE COVER

    NEW CORIAN SILL

    NEW SLIDINGSTORM WINDOW

    EXISTINGEXTERIOR WINDOW

    RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT

    ACT TYP

    6"

    SEE RCPB.O. GWB

    2

    A9.01

    7' -

    9" (V

    .I.F.

    )

    7' - 9" (V.I.F.)

    EQEQ

    EQ

    ALIG

    N W

    / (E)

    NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.

    HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)

    PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)

    PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.

    BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.

    B.O. STANDARDS

    6"

    FACE OF WALL

    S6-XX

    1' - 0" @ TYPE S6

    SEE ELEVATIONS

    SEE ELEVATIONS

    1' - 0"

    MILLER DYER SPEARS INC.99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Drawing Number

    DescriptionDate

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    No.

    Drawing Title

    Revisions

    DescriptionDateNo.

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Project No:

    c C

    opyr

    ight

    Mille

    r Dye

    r Spe

    a rs

    Inc.

    10/4

    /201

    3 4:

    19:2

    7 PM

    As indicated

    C:\U

    sers

    \rmar

    tin\D

    ocum

    ents

    \132

    6-00

    1 N

    EU E

    ll H

    all 3

    rd F

    loor

    _rm

    artin

    .rvt

    INTERIOR DETAILS &CASEWORK DETAIL

    A9.01

    ELL HALL 3RD FLOORSUITE 301RENOVATION

    XXX

    100% CDs

    RM

    GG

    10/04/2013

    1326-000

    346 Huntington Ave. Boston, MA 02115

    SCALE: 3" = 1'-0"1 TRANSITION AT RESILIENT TO CARPET

    SCALE: 1 1/2" = 1'-0"2 WINDOW SILL & HEAD @ 301

    SCALE: 1 1/2" = 1'-0"5 CEILING DETAIL - TYP ACT-GWB SOFFIT

    SCALE: 1 1/2" = 1'-0"4 CEILING DETAIL - TYP ACT-GWB SOFFITSCALE: 1 1/2" = 1'-0"7 ENLARGED PLAN AT TYP. EXTERIOR COLUMN

    SCALE: 1 1/2" = 1'-0"3 WINDOW HEAD @ 301A & 301B

    SCALE: 1/2" = 1'-0"6 TYP. STORM WINDOW @ ALL SUITE WINDOWS

    SCALE: 1 1/2" = 1'-0"8 ADJ. SHELVING UPPER

    MILLER DYER SPEARS99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Project: 9/12/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION PERSPECTIVE 3

    OPEN TOBEYOND

    2

    A9.02 SIM.

    PL-1

    SS-1

    2' -

    10"

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

    8

    9

    7

    B

    OPENOFFICE

    301

    5

    4' -

    0"4'

    - 6"

    3

    6' -

    8"4"

    3' - 0" 2 7/8"

    610

    AB

    5

    A9.02

    1 PL-1

    RC-1

    5

    2' -

    6"3' - 4" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

    FILLER PANEL (EQ)FILLER PANEL (EQ)2'

    - 0"

    2' -

    6"

    7 7

    7

    A9.02

    6

    A9.02

    GL-1

    2

    4' - 0"

    4' -

    0"3'

    - 0"

    301A

    BEY

    ON

    D

    EQEQ

    64

    3

    2

    A9.02

    8

    A9.02

    2PL-1

    PL-1

    3

    A9.02

    2' -

    10"

    1' -

    8"2'

    - 6"

    3' - 0"

    2' - 11"2' - 11"

    7

    9

    A9.02

    3' - 0"

    2

    A9.02 SIM.

    2' -

    10"

    4' -

    6"

    PL-1

    SS-1

    OPEN TOROOM 301BEYOND

    7

    3

    6' - 0"

    4' -

    0"3'

    - 0"

    6

    INTERIOR ELEVATIONS GENERAL NOTES

    A. REFER TO ROOM FINISH SCHEDULE FOR SPECIFIC FINISHMATERIALS FOR EACH SPACE.

    B. CLARIFY DISCREPANCIES BETWEEN ARCHITECTURALINTERIOR ELEVATIONS AND MECHANICAL, ELECTRICAL,PLUMBING, AUDIO-VISUAL, AND EQUIPMENT DOCUMENTS PRIORTO INSTALLATION.

    C. REFER TO SHEET A0.20 FOR TYPICAL MOUNTING HEIGHTS

    D. REFER TO SHEET A9.10 FOR FURNITURE LAYOUT

    E. REFER TO FINISH PLANS FOR FINISH PATTERNS AND LAYOUTS

    OPEN TOROOM 301BEYOND

    4' -

    6"4'

    - 0"

    3

    COUNTERTOP PRINTERBY OWNER

    6

    6' -

    6"

    3' -

    0"

    2' -

    0"

    COUNTERTOP PRINTERBY OWNER

    3' - 2" VIF.2' - 6"FILLER PANEL

    10

    A9.02

    11

    A9.02

    8

    A9.01

    6' -

    0"

    1' -

    0"

    3' - 2" VIF.

    COAT HOOKSSAFCO ITEM#4201

    PL-1

    RC-1

    5' -

    6"3'

    - 0"

    MILLER DYER SPEARS INC.99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectureplanninginteriors

    Drawing Number

    DescriptionDate

    R.W. SULLIVAN ENGINEERING

    529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227

    MEP/FP ENGINEER

    No.

    Drawing Title

    Revisions

    DescriptionDateNo.

    Issues

    Project Status:

    Drawn By:

    Checked By:

    Issue Date:

    Project No:

    c C

    opyr

    ight

    Mille

    r Dye

    r Spe

    a rs

    Inc.

    10/4

    /201

    3 4:

    19:2

    5 PM

    As indicated

    C:\U

    sers

    \rmar

    tin\D

    ocum

    ents

    \132

    6-00

    1 N

    EU E

    ll H

    all 3

    rd F

    loor

    _rm

    artin

    .rvt

    INTERIOR ELEVATIONS

    A8.01

    ELL HALL 3RD FLOORSUITE 301RENOVATION

    XXX

    100% CDs

    AP & RM

    GG

    10/04/2013

    1326-000

    346 Huntington Ave. Boston, MA 02115

    SCALE: 1/4" = 1'-0"11 301A - OPEN OFFICE - NORTH

    SCALE: 1/4" = 1'-0"5 301 - OPEN OFFICE - EAST

    SCALE: 1/4" = 1'-0"8 301 - ENTRANCE - EAST

    SCALE: 1/4" = 1'-0"1 301 - OPEN OFFICE - WEST

    SCALE: 1/4" = 1'-0"9 301A TO 301 CORRIDOR - SOUTHSCALE: 1/4" = 1'-0"10 301B - CONF. ROOM - EAST

    SCALE: 1/4" = 1'-0"7 301C - KITCHENETTE - SOUTH SCALE: 1/4" = 1'-0"6 301C - KITCHENETTE - WEST

    SCALE: 1/4" = 1'-0"2 301D - MEETING ROOM - SOUTH

    KEYNOTES - INTERIOR ELEVATIONNO. NOTE

    1 DIRTT DEMOUNTABLE PARTITION - SEE DETAILS ON A9.122 REFRIGERATOR BY OWNER3 RESIN PANEL IN ALUMINUM CHANNELS (SEE WALL TYPE)4 LCD SCREEN BY OWNER PROVIDE BLOCKING FOR MOUNTING

    AND ELECTRICAL CONNECTIONS AS NEEDED5 FURNITURE BY OWNER6 WALL MOUNTED MAGNETIC WHITE BOARD (SEE

    SPECIFICATIONS)7 FILLER PANEL8 PROVIDE FINISHED BACK AND END PANEL9 UNDER COUNTER REFRIGERATOR BY OWNER10 DEMOUNTABLE WALL SYSTEM (SEE A9.11/A9.12)

    SCALE: 1/4" = 1'-0"3 301 - COPY AREA - WESTSCALE: 1/4" = 1'-0"4 301 - COPY AREA - SOUTH

    Above: progression of existing through completed corridor

    Left & Below: design and construction of millwork

    Above: existing window on the left, new storm window on the right

    Above: storm window & sill drawings

  • DOOR

    H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1

    CPT AS SCHEDULED

    CORIAN TOP AT (E)WINDOW SILL HT.

    BACKER ROD ANDSEALANT

    (E) CURTAIN WALL

    5/8" GYP

    ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.

    RUBBERBASE (TYP)

    (E) MAS WALL

    4 1/

    2"

    2' -

    5" V

    IF

    METAL STUDS

    AIR SPACE

    NEW SLIDING ALUM.STORM WINDOW SYSTEM

    (E) SPANDREL GLASS

    MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA

    2"

    VIF

    4" V.I.F.

    1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION

    SEE RCPB.O. ACT

    SEE RCPB.O. SOFFIT

    1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.

    ACT TYP

    SEE

    RC

    P6"

    MIN

    .

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.

    ACT TYP

    (E) WAFFLE SLAB

    6" M

    IN.

    1"

    ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES

    A

    2A

    2A 4

    INTERIOR

    ALIGN FACE OFFIN TUBE COVER TO FACE OF

    NEW GWB COLUM ENCLOSURE

    NEW FIN TUBE COVER

    NEW CORIAN SILL

    NEW SLIDINGSTORM WINDOW

    EXISTINGEXTERIOR WINDOW

    RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS

    SEE RCPB.O. ACT

    1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT

    ACT TYP

    6"

    SEE RCPB.O. GWB

    2

    A9.01

    7' -

    9" (V

    .I.F.

    )

    7' - 9" (V.I.F.)

    EQEQ

    EQ

    ALIG

    N W

    / (E)

    NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.

    HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)

    PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)

    PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.

    BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.

    B.O. STANDARDS

    6"

    FACE OF WALL

    S6-XX

    1' - 0" @ TYPE S6

    SEE ELEVATIONS

    SEE ELEVATIONS

    1' - 0"

    MILLER DYER SPEARS INC.99 CHAUNCY STREET

    BOSTON, MA 02111617-338-5350 tel617-338-0033 fax

    WWW.MDS-BOS.COM

    architectur