Portfolio by G-Abito

Giovanni Morabito A Process Translation

academic explorations I

3 5 7 9 A Process Translation

DESIGN BEGINNINGS

MASTER PLAN ANALYSIS

nascent explorations and discoveries

group project analysis for the city of Lewiston, Maine

ACUPUNCTURE CLINIC

VELOCIPEDARY (ve-la-se-pēd-erē)

presenting new methods of healing to the western world

empowering people through the assembly of bicycles

MONTESSORI SCHOOL

COLUMBUS DESIGN CENTER

recognizing the potential of a child’s curiosity

the design process executed through iterative mode making

STUDENT HOUSING

CINCINNATI TRANSIT HUB

an exploration of architecture as a musical composition

a transit facility connects communities to the downtown

academic explorations

TABLE OF CONTENTS

professional collaborations

DORMER ADDITION

WESTBROOK MULTI-UNIT HOUSING

PDT Architects | Portland, ME

CREDIT UNION ADDITION

33 35

AUGUSTA COURT FACILITY

EXISTING

PDT Architects | Portland, ME

EXTERIOR RESTORATION

SHANGHAI TECH UNIVERSITY CAMPUS

PDT Architects | Portland, ME

glaserworks | Cincinnati, OH

45 PROPOSED

Exterior Renovation

AVESTA HOUSING DEVELOPMENT

minium Association

PDT Architects | Portland, ME

07.17.12

Giovanni Morabito

TABLE OF CONTENTS

Fall 2006

Spring 2007

DRAWING pencil & ink on vellum 3

A Process Translation

SPACE OF REPOSE matboard, cardboard academic explorations

SPACE MATRIX wood, foam

SANCTUARY matboard, foamcore

CHAIR cardboard

SPACE CUBE foamcore, wood

ARTIFACT MUSEUM foamcore

nascent explorations and discoveries

DESIGN BEGINNINGS

Fall 2007

PEDESTRIAN PARK GALLERY OF LIGHT foamcore, foamcore, wood wire, matboard glass, light Giovanni Morabito

DESIGN BEGINNINGS

ACUPUNCTURE CLINIC presenting new methods of healing to the western world Semester Course Duration

Spring 2008 ARCH 204: Architectural Design III 6 weeks

Project Description

This 2nd year design project requires students to design for a less commonly understood medical treatment than most modern procedures. The acupuncture clinic challenges students, through extensive research and exploration, to dispel preconceptions and develope a design intention that focuses on an essence of the activity. The design intent is to provide an argument for the validity of acupuncture to western skeptics. This is accomplished through an architectural manifestation of the meridian, the force that runs through the body that acupuncture treatment seeks to balance. While the existence of this flow of energy, or chi, is impossible to confirm scientifically, recipients of acupuncture have attested to its existence for thousands of years. In order to settle this dichotomy of perception, it must be understood that somewhere along the journey through an acupuncture treatment, a mysterious change occurs within the body that is both inexplicable and undeniable. Therefore, the architectural expression of the journey through the clinic itself must present a similar phenominon; a mysterious journey from rigid, rectilinear clarity to a total balance of form. TREATMENT SPACES: PROVIDE A SPATIAL BALANCE OF CURVED AND LINEAR FORMS. WAITING SPACE: RECTILINEAR FORM PRESENTS A SPATIAL CLARITY FOR NEW PATIENTS. CORRIDOR: JAGGED PATH EVOKES A SENSE OF MYSTERY DURING A PATIENTâ&#x20AC;&#x2122;S JOURNEY FROM WAITING TO THE TREATMENT SPACE.

A Process Translation

academic explorations

WAITING SPACE

“In essence, acupuncture is an unknown, sometimes mysterious journey in which healing occurs through the achievement of total balance.” - Intention Statement JOURNEY THROUGH CORRIDOR

WEST ELEVATION

EAST ELEVATION

TREATMENT SPACE Giovanni Morabito

ACUPUNCTURE CLINIC

MONTESSORI SCHOOL recognizing the potential of a childâ&#x20AC;&#x2122;s curiosity Semester Course Duration

Fall 2008 PUBLIC SPACE PRIVATE SPACE COMMON SPACE

ARCH 305: Architectural Design IV 7 weeks

Project Description

In this 3rd year design project, a Montessori school is to be built on an open site nestled between two buildings on a bustling downtown street in Augusta, Maine. The specialized pedagogy of the Montessori school program requires students to deepen their understanding of the activity through extensive research. Additionally, the siteâ&#x20AC;&#x2122;s proximity to a high level of both pedestrian and vehicular activity present significant child safety issues which must be dealt with as part of the final design solution. Research into the Montessori philosophy revealed that students are often permitted to focus on specific subjects that they find engaging, even disassociating themselves at times from peers and teachers in order to work completely on their own. Therefore, Montessori students need a place for educational assembly that fosters the separation of the child from adult intervention during the educational and developmental process. The design solution encourages students to pursue their own academic interests by establishing a series of subdivisions of scale, from a public adult scale on two floors facing the street, to the private Montessori classrooms on three floors. The severity of this bifurcation of scale is diminished by a central adjoining common space, which allows for a more transitional separation between the child and their adult counterparts.

COMMON PRIVATE

PUBLIC

COMMON CHILD ADULT

SEPARATION DIAGRAMS

SECOND LEVEL PLAN COMMON SCALE ADULT SCALE

FIRST LEVEL PLAN

A Process Translation

academic explorations

PLAN DIAGRAM

CHILD SCALE

Giovanni Morabito

MONTESSORI SCHOOL

STUDENT HOUSING an exploration of architecture as a musical composition Semester Course Duration

Spring 2009 ARCH 306: Architectural Design VI 7 weeks

Project Description

This 3rd year student housing project proposed a new live-work building on campus for the architecture, art, and music students. The spring semester focused the studio curriculum around the design process as it relates to a real world office setting, in which the design iteration process must maintain congruence with the deadline expectations of a client. Presented with three sites of diverse conditions, students were tasked with analyzing and documenting specific site characteristics of each before choosing which of the three was best suited for their individual design project. Most disciplines of art, including architecture, are primarily visual in medium. Music, however, is the art of sound set to rhythm through time. Music utilizes a sense not often preoccupied by the visual arts, which allows it to coexist in the world of art and architecture simultaneously while enriching the experiences of everyday life. Music has the power to bring people together, not only within the arts community, but for everyone on the universityâ&#x20AC;&#x2122;s campus. The design intent is to mimic the dynamics of a musical composition in physical space. This is achieved first by dissecting and analyzing the primary elements that comprise a song. These elements are then conceptually redefined, interpreted in spatial terms and reintroduced through a chronologolical progression of spatial experiences.

INTRO: The intro builds up suspense for the listener in order to maximize the emotional impact of the composition. The intro is spatially expressed as the entrance of the building, which internally offers previews of spaces yet to be explored. VERSE: The primary building block of a song, each verse contains the same melody and harmony with a different set of lyrics. The spatial articulation of the verse occurs in the main corridor, which channels a unique lateral direction on each floor.

A Process Translation

academic explorations

THIRD LEVEL PLAN

REST: The rest is an interval of silence in a piece of music and is an integral aspect of all musical compositions. Spatially, the concept of rest is articulated as private bathrooms which are located adjacent to each solo space. BRIDGE: The break in the middle of a composition. The bridge has a very different harmonic structure from the verse and chorus. The spatial manifestation of the bridge is articulated as private work spaces for studying students. SOLO: The instrumental section after the chorus or bridge. The solo provides a break for the listener and is often based on the verse, and/or the chorus. The solo spaces manifest as student dorms, each offering a unique view experience.

COMPONENTS OF A MUSICAL COMPOSITION

SECOND LEVEL PLAN

FIRST LEVEL PLAN

SOUTH ELEVATION

SITE PLAN

EAST ELEVATION

SECTION 3

SECTION 1

Giovanni Morabito

STUDENT HOUSING

MASTER PLAN ANALYSIS group project analysis for the city of Lewiston, Maine Semester Course Duration

Fall 2009 ARCH 420: Architectural Design VI 6 weeks

Project Description

The first semester of the 4th year design studio began with a master plan project, which was completed by three groups of thesis students for the downtown of Lewiston, Maine. Three individuals in the thesis class were selected by the studio professor to work as a leader of each design team. As one of the three chosen team leaders, I was responsible for managing my team’s progress during the design process, fostering a collaborative exchange of design ideas among team members, and for leading the final presentation of the project during an open city hall meeting in Lewiston. The following analysis diagrams were completed by our group and presented to members of the city’s planning department as well as to any members of the public in attendance. Our design team’s efforts focused on revitalizing a canal system that once powered the city’s historic textile factories. Our design solution was to establish a series of district zones delineated within the boundaries of the canal system, and to create a series of landmark nodes at each ot the canal’s existing waterfalls. Effectively harnassing the historic significance of the canal and mill buildings by rethinking the potential of their function within Lewiston’s contemporary context.

A Process Translation

academic explorations

Giovanni Morabito

MASTER PLAN ANALYSIS

VELOCIPEDARY (ve-la-se-pēd-erē) empowering people through the assembly of bicycles Semester Course

Project Description

Duration

Spring 2010 ARCH 430: Architectural Design VII 15 weeks

The final semester of the undergraduate architecture program consisted of a senior thesis project, which for each student represented a culmination of the aesthetic, theoretical, and tectonic sensibilities obtained throughout the course of the program. This velocipedary project is an invented building type in which used bicycle parts are compiled in a library, eventually to be selected and assembled by members of the public into new bicycles. The program includes a large bicycle assembly space, an adjacent parts selection space and an exterior riding space for testing bikes being built by the public. The riding space also serves as a classroom, offering bike riding lessons and safety classes. The most stimulating aspect of the velocipedary concept is the sense of empowerment that learning instills in the mind. In this case, by learning how to build their own bicycle, users become more invested and attached to their bicycle, and thus more likely to use and care for it. Therefore, the design intention of this project is to evoke a feeling of empowerment within the individual, both internally as they progress through the process of learning about bicycles, and externally by means of a visual connection to the interior activity. This is accomplishes by establishing a hierarchy of form, kinetic relationship and direct natural light. Structural dominance and level changes establish a kinetic hierarchy that empowers the building over the public street, while direct natural light is concentrated into the assembly space in order to define a hierarchy of place.

A Process Translation

academic explorations

PART SELECTION SPACE

ASSEMBLY SPACE

EXTERIOR RIDING SPACE

“In essence, a velocipedary is a place which educates and empowers people through a process of selection and assembly of velocipedes.” - Intention Statement

SECTION 1

SECTION 2

SECTION 3 Giovanni Morabito

VELOCIPEDARY

EAST ELEVATION

NORTH ELEVATION

THE FLOOR YIELDS TO THE SHAPE OF ITS SUPPORTING STRUCTURE WHICH WRAPS THE ENTIRE BUILDING, THUS ESTABLISHING A STRUCTURAL EMPOWERMENT THROUGH GEOMETRIC HIERARCHY.

A Process Translation

academic explorations

Giovanni Morabito

VELOCIPEDARY

COLUMBUS DESIGN CENTER the design process executed through iterative model making Semester Course

Project Description

Duration

Fall 2013 ARCH 7004: Advanced Building Studio 10 weeks

During the introductory semester of the graduate program, students were challenged to design a new design center in Columbus, Indiana. The primary focus of the semester was to reintroduce physical model making as a catalyst for capturing new ideas during the design process. This process was initiated through an excercise in which a series of small scale physical models were created in order to explore conceptually the physical manifestation of door, window, stalactite, stalagmite, massing, and reveal. The form of this final design was born out of one of these exploratory models. The conceptual manifestation of door, as an interruption within a larger physical barrier that reveals void and passage, produced a series of spatially rich exploratory forms. These forms were discovered by cracking open a series of voids along a vertical barrier and reciprocally reintroducing the cuts into a supporting horizontal surface. This resulted in a central passage between the cut voids in the horizontal surface and the voids themselves are then reintroduced as vertical supports of the surface from which they were created. The final design consists of a suspended first floor which drives program spaces both above and below the street level, allowing for open sculpture gardens to meander among a series of thick angled walls that support the structure above.

A Process Translation

academic explorations

Giovanni Morabito

COLUMBUS DESIGN CENTER

ARTIST LIVE-IN RESIDENCE

VISITING SCHOLAR UNIT

VISITING SCHOLAR HOUSING CORRIDOR DN

VISITING SCHOLAR UNIT

COMMUNAL KITCHEN

ARTIST LIVE-IN RESIDENCE

SOUTH ELEVATION DINING SPACE

ARTIST WORK SPACE

SCALE: 3/32" = 1'-0"

ARTIST SUPPLY STORAGE

SOCIAL GATHERING/ LOUNGE SPACE

VISITING SCHOLAR STUDY/LOUNGE

NORTH ELEVATION

ARTIST WORK SPACE

PUBLIC RESTROOM

L Roof Level 60' - 0"

LIBRARY ARCHITECTURAL ARCHIVES

OFFICES

H Third Level 40' - 0"

MEETING/ MULTI-PURPOSE

VISITOR CENTER

TEMPORARY EXHIBIT GALLERY

MEN

GALLERY RECEPTION

COAT CHECK

Second Level 20' - 0"

OPEN TO FLOOR BELOW

FABRICATION SHOP

WOMEN

BOOKSTORE

Ground Level 0' - 0"

TEMPORARY EXHIBIT GALLERY

Lower Level -17' - 0"

CAFE

ORAGE

VEL PLAN

SECOND LEVEL PLAN

Mechanical Level -28' - 0"

THIRD LEVEL PLAN - 4

LONGITUDINAL SECTION - EAST - 1 0'

12'

24'

48'

ARTIST LIVE-IN RESIDENCE

TEMPORARY EXHIBIT GALLERY

VISITING SCHOLAR UNIT

VISITING SCHOLAR HOUSING CORRIDOR DN

COMMUNAL KITCHEN

ARTIST LIVE-IN RESIDENCE

DINING SPACE

ARTIST WORK SPACE

L4 ARTIST WORK SPACE

K UP

4 Roof Level 60' - 0"

Third Level 40' - 0"

Second Level 20' - 0"

Ground Level 0' - 0"

Lower Level -17' - 0"

K ARTIST SUPPLY STORAGE

SOCIAL GATHERING/ LOUNGE SPACE

VISITING SCHOLAR STUDY/LOUNGE

1 Roof Level 60' - 0"

PUBLIC RESTROOM

LIBRARY

OFFICES

ARCHITECTURAL ARCHIVES

PERMANENT COLLECTION

MEETING/ MULTI-PURPOSE

G VISITOR CENTER

F STOR

MEN

GALLERY RECEPTION

WOMEN

TEMPORARY EXHIBIT GALLERY

JANITOR CLOSET

F OPEN TO FLOOR BELOW

FABRICATION SHOP

MEN

FREIGHT

COAT CHECK

WOMEN

BOOKSTORE

TEMPORARY EXHIBIT GALLERY

C MECHANICAL SPACE

AUDITORIUM

TRANSVERSE SECTION - NORTH - 5 B

TRANSVERSE SECTION - NORTH - 2

CAFE

HANICAL LEVEL PLAN

A/V STORAGE

BASEMENT LEVEL PLAN

A Process Translation

SECOND LEVEL PLAN

A 0'

THIRD LEVEL PLAN - 4

academic explorations 0'

12'

24'

48'

12'

24'

48'

Giovanni Morabito

COLUMBUS DESIGN CENTER

7TH STREET 1 EIGHTH STREET

OUTDOOR SCULPTURE GARDENS

EGRESS STAIR

PRIVATE ENTRY

2 UP

ARTIST WORK SPACE

WASHINGTON STREET

FRANKLIN STREET

WASHINGTON STREET

BROWN STREET

JACKSON STREET

7TH STREET

SERVICE ELEV.

GALLERY PREP

RECEPTION

STAFF

FABRICATION SHOP MAINT. STOR.

DN UP

FIFTH STREET

EGRESS STAIR

OUTDOOR SCULPTURE GARDENS

6TH STREET GROUND LEVEL PLAN

SITE PLAN 0'

A Process Translation

32'

64'

128'

academic explorations

256'

12'

24'

48'

Giovanni Morabito

COLUMBUS DESIGN CENTER

CINCINNATI TRANSIT HUB a transit facility connects communities to the downtown Semester Course Duration

Project Description

Project Contributors

Summer 2014 ARCH 7004: Advanced Building Studio 13 weeks Giovanni Morabito Noah Shroyer

This summer semester graduate studio shifted design focus into developing system strategies for an exterior building envelope. The given design program was a transportation center aimed to serve as a gateway connector at the intersection of four neighborhoods just north of downtown Cincinnati, Ohio. As part of a two-person design team, the final design solution proposed a bus terminal and bicycle storage facility which would connect four adjacent communities to the downtown. A proposed student dormitory situated above the transit hub to provide housing for a neighboring college campus is also proposed as part of the final design solution. The siteâ&#x20AC;&#x2122;s proximity to the converging boundaries of four adjacent neighborhoods became the primary design driver for the project. The convergence of two existing infrastructure grids is incorporated into the formal logic of the two dormitories. This establishes a connecting dialogue between neighboring residents and the adjacent college campus. A convergence of chaos to order is introduced in the design of the buildingâ&#x20AC;&#x2122;s structural layout as well as in the material articulation of the facades.

CLIFTON HEIGHTS

CORRYVILLE SITE

CUF

NEIGHBORHOOD JUNCTION

MT. AUBURN

A Process Translation

academic explorations

Giovanni Morabito

CINCINNATI TRANSIT HUB

[

CONVERGENCE

[1] OF DISPARATE URBAN CONDITIONS - TO JOIN OR UNITE ONE ENTITY WITH ANOTHER [2] OF CONFLICTING GRID SYSTEMS STATE OF BEING CONJOINED [3] OF DISPARATE PROGRAMMATIC SPACES - TENDING TO MOVE TOWARD EACH OTHER [4] OF STRUCTURAL SYSTEMS - MOVING TOWARD UNION OR UNIFORMITY [5] OF MATERIALITY - THE MERGING OF DISTINCT TECHNOLOGIES, OR DEVICES INTO A UNIFIED WHOLE.

DOWNTOWN CINCINATI + [

Andersen Center Station P&R Salem Rd & Beason Street Beechmont Ave & Corbit St Linwood Ave & Delta Ave Madison Ave & Observation Ave MLK & Reading Rd Auburn Ave & McMillan St Liberty St & Sycamore St Gov. Square Area B

LEVEL SIX

ROOF

DOWNTOWN CINCINATI + [TRANSIT HUB] + UPTOWN = URBAN CONVERGENCE

[1] URBAN CONDITIONS CONVERGENCE POINT OLD ST. GEORGE VINE STREET FORCEFIELD

1.1

ANDERSON- UPTOWN

] + UPTOWN = URBAN DISCONNECT

[

2.2 1.1

CITY GRID

LEVEL FOUR

LEVEL THREE

PRIVATE RESIDENCES

GREEN SPACE BUFFER

PUBLIC TRANSIT CAMPUS RAVINE FORCEFIELD

[2] GRID SYSTEMS

[3] PROGRAMMATIC SPACES

DN UP

TOWER ONE GRID

WEST END- EVANSTON CROSSING

UP UP

TOWER TWO GRID

[4] STRUCTURAL SYSTEMS [5] MATERIALITY

Rutland & Montgomery Rd Woodburn Ave @ Hewit Taft & Gilbert Taft & Vine McMillan & Calhoun Dalton & Bank 8th & State

TRANSIT RADIAL GRID

LEVEL THREE

LEVEL TWO

WALL SECTION A BUILDING 1 NORTH SCALE: 1” = 1’-0”

LEVEL TWO

WALL SECTION AT CONVERGENCE NORTH SCALE: 1” = 1’-0”

LEVEL ONE

WALL SECTION AT BUILDING 2 SOUTH SCALE: 1” = 1’-0”

NORTH WALL TINTED GLASS PANEL CHAOS

DIAGRAMS 25

A Process Translation

NEL SOUTH WALL PERFORATED METAL PANEL

CONVERGENCE POINT RESIN PANEL UNIFORMITY

UNIFORMITY

academic explorations

CHAOS

WALL ASSEMBLY

Giovanni Morabito

CINCINNATI TRANSIT HUB

A Process Translation

academic explorations

Giovanni Morabito

CINCINNATI TRANSIT HUB

A Process Translation

academic explorations

Giovanni Morabito

CINCINNATI TRANSIT HUB

DORMER ADDITION

Location: Client: Architectural Studio/Firm:

Description:

Role:

Gorham, Maine Gorham Public Safety PDT Architects 49 Dartmouth Street Portland, ME 04101 Small scope dormer addition project for the town of Gorham. Some structural reinforcing under the awning of the front porch was required, including replacement of the existing columns, in addition to the scope of adding two dormers on the roof. In charge of creating a full set of working plans and details for the project. The completed drawing set included: • • • • • •

demolition/proposed plans exterior elevations roof plan detail conditions at window/wall assembly structural details at replaced exterior columns coordination of structural drawings/details with architectural set

A Process Translation

professional collaborations

Giovanni Morabito Giovanni Morabito

DORMER ADDITION dorMer AddITIon

49 32

3350

A Process Translation A Process Translation

professional collaborations Professional Collaborations

Giovanni Morabito Giovanni Morabito

DORMER ADDITION dorMer AddITIon

CREDIT UNION ADDITION

Location: Client:

Falmouth, Maine Cumberland County Federal Credit Union

Architectural Studio/Firm:

PDT Architects 49 Dartmouth Street Portland, ME 04101

Description: Role:

Part of a 3-person team in charge of completing a full architectural set of drawings as well as coordinating civil and structural drawings for an addition to an existing credit union building. Assisted with the development and coordination of all aspects of the 14-page architectural drawing set. Specific areas of contributed drawing development include: • • • • • • •

existing conditions: field measure/model demolition plans reflected ceiling plans elevations: interior and exterior detail condition: door/window/wall assembly coordination of door schedule in charge of post-bid addenda revisions

A Process Translation

professional collaborations

D 2D A501

2D A501

49 DARTMOUTH STREET PORTLAND, MAINE 04101 207-775-1059 www.pdtarchs.com

Reuse or reproduction of the contents of this document is not permitted without written permission of PDT Architects.

Existing Top of Plate 21' - 0"

NEW VINYL SIDING WHERE REMOVED, TYPICAL

5' - 5 1/4"

OPEN OFFICE 201

5' - 5 1/4"

MATCH EXIST

OPEN OFFICE 201

C 1C A501

1C A501

C11

2' - 9 1/2"

MATCH EXIST

2' - 0"

MATCH EXIST

2' - 9 1/2"

1C A501 C11

3' - 9 3/4"

MATCH EXIST

C11

1D A501

C11

3' - 9 3/4"

5C A501

1' - 3 3/4"

Existing Second Floor 11' - 6"

SIM.

1D A501

101 GRAY ROAD FALMOUTH, MAINE

OPEN OFFICE 201

MATCH EXIST

1D A501

CUMBERLAND COUNTY FEDERAL CREDIT UNION

1D A501 1D A501

1A A501

5' - 5 1/4"

MATCH EXIST

7' - 11 1/4" 1B A501

JOB NO. 11050

1B A501

2' - 3" 1A A501

DRWN. CHK Checker SCALE: 3/4" = 1'-0"

MATCH EXIST

1A A501

MEETING 102

2' - 3"

2A A501

MEETING 102

MATCH EXIST

VEST 111

3' - 6"

1 A501

2' - 0 1/4"

8' - 0"

T.O. BEAM

BREAK 103

2' - 2"

3C A600

SIM.

ISSUE ISSUE

Bid Set: 15 Sept 11 First Floor 0"

TITLE WALL SECTIONS

SHEET

SECTION @ SECONDARY ENTRY 3/4" = 1'-0"

SECTION @ EXTERIOR BREAK ROOM WINDOW 3/4" = 1'-0"

SECTION @ EXT. WINDOW 3/4" = 1'-0"

Giovanni Morabito

SECTION @ EXTERIOR WINDOW 3/4" = 1'-0"

A302

CREDIT UNION ADDITION

EXISTING

EXTERIOR RESTORATION

Location: Client: Architectural Studio/Firm:

Cape Elizabeth, Maine Wildwood Conduminiums

PROPOSED

PDT Architects 49 Dartmouth Street Portland, Maine 04101

Wildwood Exterior Renovation

Wildwood Condominium Association

Description:

Role:

Conduminium complex consisting of 22 residential buildings of 2-4 units each totaling 60 1-2 bedroom housing units. The project required diagnostic analysis of the exterior envelope of each building to determine areas of water leakage and rotting in the sheathing. A new wall system from face of stud to siding was to be installed on all buildings. Replacement of all old windows was also part of the project scope. Assisted two colleagues in taking meticulous notes of the existing conditions of each of the 22 buildings. These notes included: window sizes, identification/location of all exterior fixtures on each facade, dimensions of the exterior envelope and changes in siding elevation. Assisted with the creation of a comprehensive drawing set which included a plan, elevations and wall system details for each building.

A Process Translation

professional collaborations

07.17.12

Giovanni Morabito

EXTERIOR RESTORATION

AVESTA HOUSING DEVELOPMENT

Location: Client: Architectural Studio/Firm:

Description: Role:

Portland, Maine Avesta Housing PDT Architects 49 Dartmouth St. Portland, ME 04101 Large multi-unit, low-income housing development consisting of 10 buildings with a combined mix of 42 total studio/1br units. Attended client meetings and created presentation renderings during the schematic design phase of the project. Assisted with completing details and elevation drawings during the bidding phase of the project. Participated in routine visits to the site during the construction administration phase of the project.

A Process Translation

professional collaborations

Sim

1' - 3"

VINYL J-BEAD TRIM

GROUND FLOOR BLDG. C & D 124' - 0" D1 A402

GATE ELEVATION AT MID-BLOCK 1/2" = 1'-0"

ANCHOR TO WALL W/ LAG SCREWS - PROVIDE OPENING IN TUBE OPP. FOR SOCKET WRENCH

GATE ELEVATION AT TRASH ENCLOSURE 1/2" = 1'-0"

Reuse or reproduction of the contents of this document is not permitted without written permission of PDT Architects.

GATE SECTION 1/2" = 1'-0"

HINGE 1.5" X 2" STEEL TUBE

HINGE/STRIKE JAMB AT GATE 3" = 1'-0"

POSTS, TYP. OF 12 16MM POLYCARBONATE CLEAR PANELS W/ ALUMINUM ATTACHMENT SYSTEM PER. MFR.

A402

4X8 WOOD BEAM PARTIAL HEIGHT WALL BELOW

4" /

WALL FLASHING W/ CONTINOUS SEALANT

1'-0 "

16MM POLYCARBONATE CLEAR PANELS W/ ALUMINUM ATTACHMENT SYSTEM PER. MFR.

RAFTER RAFTER

TRIM BOARD

7 1/4"

4X8 WOOD BEAM

A1 A402

MESH VINYL CHAIN LINK ANCHORED W/ CLIPS ON INSIDE FACE OF POSTS

D3 A505

4X4 POST BEYOND CENTER ON PARTIAL HEIGHT WALL

4x8 - DF SEE STRUCTURAL PVC TRIM; NOTCH AT RAFTERS, TYP.

TRIM BOARD & CAP, CONTINOUS TO WRAP THREE SIDES

BARN DOOR CL

WALL CONNECTION @ TRASH ENCLOSURE C3 1" = 1'-0"

D2 A402

BEAM SECTION @ TRASH ENCLOSURE C2 1" = 1'-0"

C3 A402

LINE OF WALL BELOW

RAFTER @ 24" O.C. 4X4 POST BEYOND CENTER IN PARTIAL HEIGHT WALL MESH VINYL CHAIN LINK - ANCHORED W/ CLIPS ON INSIDE FACE OF POSTS

4X8 WOOD BEAM

P. TY 0째 12

A402 BARN DOOR

7' - 7 1/2"

C2 A402 AT BLDG. 'C'

9' - 11 1/2"

MESH VINYL CHAIN LINK - ANCHORED W/ CLIPS ON INSIDE FACE OF POSTS, TYP. A4 A402

AT BLDG. 'D'

4x4 POSTS, TYP. OF 12

A402 F.O. 8" WALL = F.U. STUD

TRASH ENCLOSURE ROOF AT BUILDING 'D' BEYOND

13' -

ROOF ATTACHMENT @ TRASH ENCLOSURE RAFTERS 3" = 1'-0"

16MM POLYCARBONATE CLEAR PANELS W/ ALUMINUM ATTACHMENT SYSTEM PER. MFR.

LINE OF EAVE ABOVE

TRASH ENCLOSURE ROOF PLAN 1/2" = 1'-0"

STORAGE ENCLOSURE ROOF AT BUILDING 'D' BEYOND

SECOND FLOOR BLDG. C & D 134' - 0"

POLYCARBONATE ROOF PANEL

MESH VINYL CHAIN LINK ANCHORED W/ CLIPS ON INSIDE FACE OF POSTS

Portland, Maine

2X8 RAFTER @ 24" O.C.

ADAMS SCHOOL REDEVELOPMENT

A3 A402

49 DARTMOUTH STREET PORTLAND, MAINE 04101 207-775-1059 www.pdtarchs.com

4" 6"

3/4"

TRASH ENCLOSURE SIDE

3' - 0"

D1 A402

3' - 0"

A402

3 1/4" 3/4"

1/2"

3' - 6"

GROUND FLOOR BLDG. C & D 124' - 0"

GROUND FLOOR BLDG. A 122' - 6"

1/2"

1' - 3"

5' - 8"

4' - 0"

4' - 2"

GROUND FLOOR BLDG. B 121' - 6"

A402

A402 5' - 8"

4 1/8"

D1 A402

6' - 3 1/4"

VINYL SIDING WOOD CAP ABOVE C3 A505

SCALE: As indicated

1X PAINTED WD TRIM, CONTINOUS TO WRAP THREE SIDES

B3 A505

ISSUE ISSUE

5 MARCH 2012 A

TITLE TRASH ENCLOSURE PLANS & SECTIONS

D2 A402

PLAN DETAIL @ COLUMN A4 1 1/2" = 1'-0"

SHEET

TRASH ENCLOSURE ENLARGED PLAN 1/2" = 1'-0" 5

DRWN. CHK Checker

1X PAINTED WD CAP, SLOPED W/ EASED EDGES

EDGE OF FOUNDATION BELOW 1/2" PLYWOOD RAINSCREEN

JOB NO. 08-056

STORAGE ENCLOSURE FLOOR AT BUILDING 'D' BEYOND

3' - 10"

TRASH & RECYCLING TOTES

AT BLDG. 'C'

1' - 6"

4' - 10"

GROUND FLOOR BLDG. C & D 124' - 0"

AT BLDG. 'D'

A1 A402

9' - 0"

ENCLOSURE AT BUILDING "C"

A3 4

SECTION @ TRASH ENCLOSURE 1/2" = 1'-0" 3

A1 2

Giovanni Morabito

WALL SECTION @ TRASH ENCLOSURE 1 1/2" = 1'-0"

A402

AVESTA HOUSING DEVELOPMENT

WESTBROOK MULTI-UNIT HOUSING

Location: Client: Architectural Studio/Firm:

Description: Role:

Westbrook, Maine Westbrook Housing Authority PDT Architects 49 Dartmouth St. Portland, ME 04101 Presentation boards created as a marketing showcase of the firmâ&#x20AC;&#x2122;s design influence on the city of Westbrook. Built site model in Sketchup and created rendered presentation layouts for the client.

A Process Translation

professional collaborations

Giovanni Morabito

WESTBROOK MULTI-UNIT HOUSING

AUGUSTA COURT FACILITY

Location: Client:

Augusta, Maine State of Maine, AOC

Architectural Studio/Firm:

PDT Architects 49 Dartmouth Street Portland, ME 04101

Description:

A new 4-story, 120,000sf courthouse facility in Maine’s capital, situated to the east of the historic Kennebec County Courthouse. This $55 million new facility connects to the old courthouse by means of a bridge on the third floor. Additional renovation work to the existing courthouse, including a courtyard bridge that connect the courthouse’s east and west wings were added to the project as an alternate.

Role:

Assisted with the development of existing condition Revit models of the existing courthouse and adjacent buildings during the schematic design phase of the project. Part of an 8-person team in charge of completing the entire bid set of drawings for the project. Was soley responsible for all bid documents pertaining to any of the building’s four elevators and five stairways. Responsible for creating individual drawing packages when required. Assisted our team’s interior designer with bid documents pertaining to all interior details in the project. Assisted with the coordination of addenda periods during the bidding process.

A Process Translation

professional collaborations

NOTE: SEE SHEET A408 FOR ENLARGED STAIR RAIL ELEVATIONS.

49 DARTMOUTH STREET PORTLAND, MAINE 04101 207-775-1059 www.pdtarchs.com

NOTE: SEE SHEET A314 FOR ADDITIONAL CURTAIN WALL INFORMATION

1' - 8"

3" MIN.

2' - 0"

C4 A410

CLR.

Reuse or reproduction of the contents of this document is not permitted without written permission of PDT Architects.

A.1

A D2

TYP. ELEVATION @ VALVE CABINET 3/8" = 1'-0"

A2 A410

A401

ROOF 178' - 0"

10' - 10 7/8" CLR.

1' - 8"

7' - 6 1/2"

1' - 8"

14' - 0"

8' - 8"

SIM

4' - 9"

14 EQUAL TREADS

SIM 8' - 8"

C4 A560

RAIL TYPE: 9 SEE D3/A408

THIRD FLOOR 146' - 8"

15 EQ. RISERS @ 7" MAX. TYP.

LANDING - 155' - 4"

1' - 8"

14' - 0"

SIM

C5 A560

SIM

LANDING - 138' - 0"

A5 A560

SECOND FLOOR 129' - 4"

FD VALVE CABINET @ WALL BEYOND - SEE ELEVATION D2 / A401

A4 A560

2 1/2"

7' - 6 1/2"

1' - 8"

14' - 0"

1' - 8"

14' - 0"

THIRD FLOOR 146' - 8"

A1 A560

8.8

STAIR S1 SECOND FLOOR 1/4" = 1'-0"

A401

8.8

STAIR S1 FOURTH FLOOR 1/4" = 1'-0"

FLOOR TILES CONTINUED FROM LOBBY, TYP. - SEE FINISH PLANS

A401

8.8 D3 A560

D1 A560

D3 A560

7' - 6 1/2"

2 1/2"

14 EQUAL TREADS

C5 A560 RAIL TYPE: 9 SEE D3/A408

5' - 1"

SIM

A560

SECOND FLOOR 129' - 4"

UP D3 A560

LANDING - 120' - 8"

C.U.H. (COORD W/ MEP)

ISSUE: 04/01/13

A.1 D1 A560

D3 A560

A560

A A1 A560

A1 A560

FIRST FLOOR 112' - 0"

SCALE: As indicated

D3 A560

A.1

A4 A560

FIRST FLOOR 112' - 0"

JOB NO. PDT # 11022

A560 DASHED LINE INDICATES NOTCH FOR LIGHT STRIP AT UNDERSIDE OF PRECAST STAIR

B3 A560

SIM

A560

1" GWB REVEAL

A560

D1 A560

D3 A560

LANDING - 138' - 0"

RAIL TYPE: 9 SEE D3/A408

A.1

A A1 A560

D3 A560

14 EQ. TREADS

C4 A560

A.1

D1 A560

DN. 4' - 9"

LOBBY WOOD CEILING - SEE RCP

LANDING - 120' - 8"

D3 A560

2 1/2"

SIM

8' - 8"

RAIL TYPE: 9 SEE D3/A408

A3 A560

1/2"

D3 A560

15 EQ. RISERS @ 7" MAX. TYP.

C:\Users\morabito\Documents\ACF-CENTRAL_morabito.rvt

C4 A560

SIM

D3 A560

7' - 6 1/2"

LOBBY WOOD CEILING - SEE RCP

5' - 0"

LANDING - 155' - 4"

14 EQUAL TREADS

8' - 8"

A5 A560

10"

A1 A560

RAIL TYPE: 9 SEE D3/A408

FD VALVE CABINET @ WALL BEYOND - SEE ELEVATION D2 / A401

5' - 0"

D3 A560

SIM

A4 A560

4' - 9"

1/2"

RAMP 1 SEE DETAIL A4/A408

7' - 6 1/2"

A560 DASHED LINE INDICATES NOTCH FOR LIGHT STRIP AT UNDERSIDE OF PRECAST STAIR

FOURTH FLOOR 164' - 0"

15 EQ. RISERS @ 7" MAX. TYP.

2 1/2"

A560

15 EQ. RISERS @ 7" MAX. TYP.

E1 A560

LOBBY WOOD CEILING - SEE RCP

SIM

RAIL TYPE: 9 SEE D3/A408

15 EQ. RISERS @ 7" MAX. TYP.

FD VALVE CABINET @ WALL BEYOND - SEE ELEVATION D2 / A401

RAIL TYPE: 11 SEE E4/A408

SIM

DASHED LINE INDICATES NOTCH FOR LIGHT STRIP AT UNDERSIDE OF PRECAST STAIR

2 1/2"

14 EQUAL TREADS SIM

FOURTH FLOOR 164' - 0"

14' - 0"

28' - 6" E1 A560

28' - 6"

Augusta Court Facility

4' - 9"

B D3 A560

D1 A560

RAIL TYPE: 11 SEE E4/A408 RAIL TYPE: 11 SEE E4/A408

D3 A560 UP

D3 A560

CONT. COVE LIGHT - SEE RCP

COURT STREET AUGUSTA, ME 04330

ROOF 178' - 0"

8.8

BID DOCUMENTS

TITLE STAIR S1 ENLARGED PLANS & SECTIONS

4/1/2013 12:53:34 AM

SHEET A6

N-S STAIR S1 SECTION - COLUMN LINES A - B 1/4" = 1'-0"

N-S STAIR S1 SECTION - COLUMN LINES B - A 1/4" = 1'-0"

STAIR S1 FIRST FLOOR 1/4" = 1'-0"

Giovanni Morabito

STAIR S1 THIRD FLOOR 1/4" = 1'-0"

AUGUSTA COURT FACILITY

A401 44

1 17' - 0 1/2" VERIFY IN FIELD EQ

1' - 4 1/2"

3' - 0"

1' - 10"

5' - 10 1/2"

VARIES

VERIFY IN FIELD 2 1/2"

SEE STAIR PLANS

3/4"

U-CHANNEL CAP, TYP.

B6 A560

14' - 10"

5' - 0"

STAIR S1 RAIL - TYPE 11 3/8" = 1'-0"

STAIR RAIL - TYPE 10 3/8" = 1'-0"

CUT TOP CORNER OF GLASS PANEL TO ALIGN W/ TOP OF FOURTH FLOOR LANDING GUARDRAIL ONLY 15' - 4"

VERIFY IN FIELD SIM

C1 A561

1' - 4" 5"

B1 A561

SIM

49 DARTMOUTH STREET PORTLAND, MAINE 04101 207-775-1059 www.pdtarchs.com

A6 A560

STAIR RAIL - TYPE 5 3/8" = 1'-0"

SIM

3' - 0"

ANGLED WALL 5' - 0"

SIM

18' - 9 3/4" EQ

VERIFY IN FIELD EQ

1' - 3 1/4"

U-CHANNEL CAP, TYP. A560

EQUAL (4'-0" MAX.)

6' - 0" (LANDING LENGTH)

(EQUAL 4'-0" MAX.)

EQUAL (4'-0" MAX.)

A561 6' - 0" (RAMP LENGTH)

5' - 6" (LANDING LENGTH)

B1 A561

1' - 4"

SIM 12"

C1 A561

1' - 4"

RAMP 6 1/2" = 1'-0"

COORDINATE AND MATCH ANGLE OF GLASS PANELS W/ SLOPE OF EACH PRECAST STAIR, TYP.

A6 A560

SIM

5 1/2"

B1 A561

C1 A561

SIM

1' - 0"

2' - 10"

HANDRAIL

D B6 A560

E1 A560

RAMP 5 1/2" = 1'-0"

STAIR S1 RAIL - TYPE 9 3/8" = 1'-0"

B5 A560

14' - 3 1/2" VERIFY IN FIELD

EQ²

2' - 9 1/2"

SIM

STAIR RAIL - TYPE 4 3/8" = 1'-0"

13' - 11 3/4" VERIFY IN FIELD

12' - 0" (RAMP LENGTH)

5' - 1 3/4" (LANDING LENGTH) EQ.

3' - 6"

EQUAL (4'-0" MAX.)

12' - 0" (RAMP LENGTH)

EQ.

EQUAL (4'-0" MAX.)

3' - 6"

B6 A560

B1 A561

12" 1"

SIM

B5 A560

A6 A560

RAMP 4 1/2" = 1'-0"

3' - 9 1/4"

SIM

B6 A560

2' - 10"

C1 A561

1' - 4"

12" 1' - 0"

2' - 10"

C1 A561

SIM

HANDRAIL

B1 A561

SIM

B6 A560

SIM

A6 A560

STAIR RAIL - TYPE 8 3/8" = 1'-0"

SIM

Augusta Court Facility

12' - 0" (RAMP LENGTH)

14' - 3 1/2" VERIFY IN FIELD EQ

EQUAL (4'-0" MAX.)

7' - 0" (LANDING LENGTH)

EQUAL (4'-0" MAX.)

3' - 6"

C1 A561

EQUAL (4'-0" MAX.)

SIM

B1 A561

13' - 7"

3' - 1"

SIM B6 A560

4' - 0"

SIM

B5 A560

RAMP 3 1/2" = 1'-0"

STAIR RAIL - TYPE 7 3/8" = 1'-0"

B6 A560

A6 A560

14' - 3 1/2" VERIFY IN FIELD

1' - 4 1/2"

EQUAL (4'-0" MAX.)

7' - 10 3/8" (LANDING LENGTH) EQUAL (4'-0" MAX.)

JOB NO. PDT # 11022 EQ

12' - 0" (RAMP LENGTH)

B5 A560

A560

2' - 10"

12"

C1 A561

B6 A560

1' - 3"

SIM

SCALE: As indicated ISSUE: 04/01/13 BID DOCUMENTS

A7 A560

A6 A560

1' - 4"

SHEET

A6 A560

A408

RAMP 2 1/2" = 1'-0"

A4 6

A Process Translation

RAMP 1 1/2" = 1'-0"

A3 4

professional collaborations

STAIR RAIL - TYPE 6 3/8" = 1'-0" 3

A2 2

TITLE STAIR RAIL & RAMP TYPES

SIM

12"

SIM

B6 A560

1" GWB REVEAL

B1 A561

SIM

3' - 0"

3' - 0" 6"

STAIR RAIL - TYPE 2 3/8" = 1'-0"

A3 A561 12' - 0" (RAMP LENGTH)

HANDRAIL

4/1/2013 12:54:46 AM

B6 A560

STAIR RAIL - TYPE 3 3/8" = 1'-0"

VERIFY IN FIELD

EQUAL (4'-0" MAX.)

C1 A561

1' - 4"

SIM

3' - 0"

B1 A561

12' - 0" (RAMP LENGTH)

EQUAL (4'-0" MAX.)

11 1/2"

C:\Users\morabito\Documents\ACF-CENTRAL_morabito.rvt

2' - 10"

HANDRAIL

EQUAL (4'-0" MAX.)

EQ²

3' - 0"

3' - 6"

EQ²

2' - 10"

12' - 0" (RAMP LENGTH) 6"

COURT STREET AUGUSTA, ME 04330

3' - 0"

RAMP 7 1/2" = 1'-0" FLOOR TO FLOOR HEIGHT - SEE STAIR SECTIONS

STAIR RAIL - TYPE 1 3/8" = 1'-0" 1

1-1/2"x2"x3/16" STEEL ANGLE @ GUARD BEYOND

1" ALUM. REVEAL TRIM

WELD

HAND RAIL BRACKET

CONC. SLAB

3' - 6" A.F.F.

3' - 0" A.F.F. 3 1/8" 5 1/2" 2 1/2"

3 1/2"

FLOOR TILE SEE RFS

STAIRS S2-S4 - TYP. RAIL EXTENDED SWITCHBACK DETAIL 1 1/2" = 1'-0"

PUBLIC LOBBY GUARDRAIL DETAIL 1 1/2" = 1'-0"

STAIR S1 GUARDRAIL DETAIL @ PRECAST LANDING 1 1/2" = 1'-0"

STAIR S1 GUARDRAIL DETAIL @ TOP LANDING 1 1/2" = 1'-0" D

HANDRAIL

JOINT FILLER

MTL PLATE EMBEDDED IN CONC. STAIR FORM

MTL PLATE EMBEDDED IN CONC. STAIR FORM AS REQUIRED

11 "

PRECAST CONC. FORM

11 "

PRECAST CONC. FORM

A560

POURED IN PLACE WALL - SEE STRUCT. DWGS

PRECAST TOP LANDING DETAIL @ FLANGE BEAM 1 1/2" = 1'-0"

PRECAST TOP LANDING DETAIL @ INFILL WALL 1 1/2" = 1'-0" STAIR RAILING BEYOND

FINISH MATERIAL - SEE RFS PRECAST CONC. FORM

JOINT FILLER

FINISH MATERIAL SEE RFS

FINISH MATERIAL SEE ROOM FINISH SCHEDULE

11"

PRECAST TOP LANDING DETAIL @ FLOOR ON FLANGE BEAM C5 1 1/2" = 1'-0"

PRECAST CONC. FORM LANDING

ALIGN 1/2" MAX. TYP.

PRECAST CONC. LANDING

11 "

TOP EDGE SET @ 3'-6" ABOVE NOSING

ALIGN

JOINT FILLER

TS 2"x2"x14 GA HANDRAIL BEYOND

POURED IN PLACE SLAB - SEE STRUCT. DWGS

MTL PLATE EMBEDDED IN CONC. STAIR FORM

POURED IN PLACE WALL - SEE STRUCT. DWGS

FIREPROOFING

WELDED WIRE MESH WITH U-EDGING, WELDED TO STEEL ANGLES & PLATE

INFILL

GWB ON MTL FURRING

PRECAST CONC. TOP LANDING DETAIL @ TUBE BEAM 1 1/2" = 1'-0"

L 2"x1-1/2"x3/16" MITER

C:\Users\morabito\Documents\ACF-CENTRAL_morabito.rvt

JOINT FILLER

11"

GWB ON MTL FURRING

GWB SOFFIT - SEE RCP FOR HEIGHT

A560

FINISH MATERIAL SEE RFS POURED IN PLACE SLAB - SEE STRUCT. DWGS

FIREPROOFING

MTL FURRING

PRECAST CONC. FORM

ALIGN 1/2" MAX. TYP.

JOINT FILLER

PRECAST CONC. FORM

1/2" MAX. TYP.

FINISH MATERIAL - SEE RFS

MTL PLATE EMBEDDED IN CONC. STAIR FORM

FIREPROOFING

STAIRS S2-S4 - STANCHION @ MID-LANDING 1 1/2" = 1'-0"

L 1-1/2"x2"X3/16", MITER & WELD

1/2" MAX. TYP. ALIGN

FINISH MATERIAL - SEE RFS

STAIR S1 HAND RAIL SWITCHBACK DETAIL 1 1/2" = 1'-0" 1' - 8"

1' - 8"

JOINT FILLER

11 "

STAIR HANDRAIL TERMINATION DETAILS 3" = 1'-0"

11 "

ALIGN

3 1/2"

STAIRS S2-S4 - TYPICAL SECTION @ TOP FLIGHT 1 1/2" = 1'-0"

PRECAST CONC. LANDING

1/2" MAX. TYP.

FINISH MATERIAL SEE RFS

ELEVATION VIEW NOTE: AT STAIR S1 - WALL MOUNTING HARDWARE TO MATCH HARDWARE AT GLASS PANEL

STEEL HANDRAIL BRACKET WELDED TO HANDRAIL.

11 1/2"

3/16" BENT PLATE FASTEN TO PRECAST CONC. LANDING

PRECAST CONC. STAIR FORMS BEYOND

STAIR S4 - SWITCHBACK DETAIL 1 1/2" = 1'-0"

1' - 8"

STEEL BEAMS - SEE STRUCT. DWGS.

8 1/2"

A.1

FLOOR SYSTEM 1' - 8" 1/2" MAX. TYP ALIGN

L2"x1-1/2"x3/16" FASTEN TO 3/16"x8-1/2" BENT PLATE

3/16" BENT PLATE FASTEN TO PRECAST CONC. LANDING

SS U-CHANNEL CAP ALONG TOP OF GLASS, TYP.

11"

STAIRS S2-S3 - TYPICAL RAIL SWITCHBACK DETAIL 1 1/2" = 1'-0"

FACE OF PRECAST CONC. STAIR

L2" x 1-1/2" x 3/16" FASTEN TO 3/16" BENT PLATE

HAND RAIL BRACKETS MOUNTED TO TEMPERED GLASS PANEL

1-1/2" O.D. STEEL HANDRAIL

WELDED WIRE MESH W/ U-EDGING ALL SIDES. WELD TO STEEL ANGLES AND PLATES AS INDICATED, TYP.

11 "

8-1/2"x3/16" PLATE FASTEN TO CONC. STAIR

3' - 0" A.F.F.

3' - 6" A.F.F.

1/4"x1-1/2" BAR WELD TO L2"x1-1/2"x3/16" EACH SIDE

HANDRAIL

L 1-1/2" x 2" x 3/16" ABOVE MITERED TO VERTICAL ANGLES @ STANCHION, TYP.

1/4" x 1-1/2" BAR WELD TO L2 x 1-1/2" x 3/16" EACH SIDE

TOP RAIL CONDITION SIMILAR (SHOWN DASHED)

L 1-1/2" x 2" x 3/16" ABOVE MITERED TO VERTICAL ANGLES @ STANCHION, TYP.

1 1/2"

PLAN VIEW

1-1/2" O.D. STEEL HANDRAIL

2"x3"x3/16" STEEL PLATE WELD TO VERTICAL ANGLES @ STANCHION. LOCATE T.O. PLATE @ 3'-0" A.F.F.

L 2" x 9" x 3/16" BENT PLATE BELOW MITERED & WELDED TO VERTICAL ANGLES @ STANCHIONS

L 2"x1-1/2"x3/16" MITER

SIDE MOUNTED 1/2" TEMPERED GLASS FILLER PANEL (SHOWN DASHED)

FACE OF WALL

2"x9"x3/16" BENT PLATE BELOW. WELD TO VERTICAL ANGLES @ STANCHION. BOLT TO PRECAST CONC. LANDING

L 2"x1-1/2"x3/16" MITER

CONTINUOUS SS HAND RAIL AT CORNERS, TYP.

" 1/2

1-1/2"x1/4" STEEL BAR WELDED TO HANDRAIL AND STANCHION ANGLES

WELDED WIRE MESH W/ U-EDGING ALL SIDES. WELD TO STEEL ANGLES AND PLATES AS INDICATED, TYP.

1 1/2"

SECTION @ STAIR S1 BOTTOM OF WALL E4 3" = 1'-0"

COURT STREET AUGUSTA, ME 04330

STAIRS S2-S4 - TYPICAL RAIL STANCHION SECTION 1 1/2" = 1'-0"

Augusta Court Facility

INFILL

GWB ON MTL FURRING

4" PRECAST CONC. FORM 1/2" MAX. TYP. ALIGN

FINISH MATERIAL - SEE RFS FLOOR SYSTEM

PRECAST BOTTOM LANDING DETAIL @ FLANGE BEAM 1 1/2" = 1'-0"

FINISH MATERIAL - SEE RFS

11"

11 "

/2" 81

FIREPROOFING

JOINT FILLER

1/4" WELD PLATE EMBED FLUSH WITH SLAB LOWER LEVEL 100' - 0"

STAIRS S2-S4 - BOTTOM STANCHION 1 1/2" = 1'-0" 6

STAIRS S2-S4 - RAIL TYPICAL MID-FLIGHT 1 1/2" = 1'-0" 5

PRECAST BOTTOM LANDING DETAIL FLOOR ON FLANGE BEAM 1 1/2" = 1'-0" 4

PRECAST CONC. BOTTOM LANDING DETAIL @ TUBE BEAM 1 1/2" = 1'-0"

1 1/2"

BID DOCUMENTS

ALIGN FACE OF COL. WRAP PANEL WITH FACE OF BEAM WRAP PANEL BELOW, TYP.

CONT. METAL TRIM PLUG WELD @ 3'-0" O.C. AND GRIND/FILL FOR PAINTED FINISH

PRECAST LANDING DETAIL @ WALL 1 1/2" = 1'-0"

SCALE: As indicated ISSUE: 04/01/13

STL ZEE ATTACHED TO SLAB EDGE

TITLE VERTICAL CIRCULATION DETAILS

1' - 0"

SHEET

CUSTOM EXTENDED HORIZ. MULLION CAP, BELOW

3/8"

Giovanni Morabito

PRECAST LANDING ANGLE - SEE STRUCT. DWGS.

LINEAR LIGHTING STRIP AT STAIR S1 ONLY - SEE ENLARGED STAIR PLANS.

PRECAST STAIR METAL TRIM DETAIL 1 1/2" = 1'-0"

STIFFENER, AS REQUIRED FURRING AS REQUIRED

JOINT FILLER 1/2"

STL ZEE ATTACHED TO SLAB EDGE 10 1/2"

FIREPROOFING ON MTL TUBE COL. SEE STRUCT.

FACE OF WALL

AT STAIR S1 ONLY: NOTCH UNDERSIDE PRECAST STAIR ALONG WALL AS SHOWN - SEE ENLARGED STAIR PLANS

1/2"

GWB ON MTL FURRING

CAULK JOINT @ FLOOR

11"

PRECAST CONC. LANDING

CONT. RESILIENT BASE TO CONCEAL JOINT FILLER AT SHAFT WALL, TYP. FINISH TREAD / NOSING MATERIAL - SEE ROOM FINISH SCHEDULE

GWB SOFFIT - SEE RCP FOR HEIGHT 1/4" PLATE BETWEEN ANGLES

JOB NO. PDT # 11022

PRECAST BOTTOM LANDING DETAIL @ INFILL WALL 1 1/2" = 1'-0"

ALUMINUM FACED COMPOSITE PANEL COL. WRAP SLAB EDGE

FACE OF WALL

JOINT FILLER MTL PLATE EMBEDDED IN CONC. STAIR FORM

GWB ON MTL STUD FRAMING

THROUGH BOLTED AT CARRIAGE

3/8"

1/2" MAX, TYP. ALIGN

8-1/2"x3/16" PLATE

PRECAST CONC. DETAIL @ STAIR BASE 1 1/2" = 1'-0"

PRECAST CONC. FORM

FIREPROOFING

1/4"x1-1/2" BAR WELDED TO L 2"x11/2"x3/16" EACH SIDE 3 1/2"

A.1

1' - 0"

10 1/2"

MTL PLATE EMBEDDED IN CONC. STAIR FORM

1 1/2"

11"

1" STEEL U-EDGING FOR WELDED WIRE MESH WELD TO STEEL PLATE

WELDED WIRE MESH WITH U-EDGING

JOINT FILLER

11 "

1-1/2"x1/4" STEEL BAR FOR HAND RAIL SUPPORT

4/1/2013 12:28:53 AM

3' - 6" A.F.F.

3' - 0" A.F.F.

4" RB

L 1-1/2" x 2" x 3/16" ABOVE MITERED TO VERTICAL ANGLES @ STANCHION, TYP.

FACE OF PRECAST CONC. FORM GUARDRAIL PANEL MOUNTS - ATTACH TO CONC. FACE W/ (2) 5/8" DIA. ANCHOR BOLTS PROVIDED BY MANUFACTURER

GUARDRAIL PANEL MOUNTS - ATTACH TO CONC. FACE AND STEEL ANGLE W/ (2) 5/8" DIA. ANCHOR BOLTS PROVIDED BY MANUFACTURER

VARIES

MTL STUD FRAMING

TOP OF PRECAST STAIR TREAD

3 1/2"

VARIES

1-1/2"x1/4" STEEL BAR WELDED TO HANDRAIL AND STANCHION ANGLES

GUARDRAIL PANEL MOUNTS - ATTACH TO CONC. FACE W/ (2) 5/8" DIA. ANCHOR BOLTS PROVIDED BY MANUFACTURER

5 1/2"

VARIES

3" 3' - 0"

FINISH FLOOR SYSTEM

2"x9"x3/16" BENT PLATE BELOW. WELD TO VERTICAL ANGLES @ STANCHION. BOLT TO PRECAST CONC. LANDING

BOLT SIDE MOUNTED GUARD RAIL (BEYOND) TO FACE OF PRECAST CONC. STAIR FORMS, TYP. PRECAST CONC. STAIR

Reuse or reproduction of the contents of this document is not permitted without written permission of PDT Architects.

FOURTH FLOOR 164' - 0"

FLOOR SYSTEM

49 DARTMOUTH STREET PORTLAND, MAINE 04101 207-775-1059 www.pdtarchs.com

SEE PLANS

FIRST FLOOR 112' - 0"

1/2" CLEAR TEMPERED GLASS

SCHEDULED WALL

3 1/8"

3/16"x2" BENT STEEL ANGLE

1/2" CLEAR TEMPERED GLASS

5 1/2"

3' - 6" A.F.F.

3' - 0" @ NOSING

10"

8 1/2"

10" 3" 3' - 0"

째 74

STAIRS S2-S4 - TYP. BOTTOM RAIL STANCHION 1 1/2" = 1'-0"

GWB REVEAL @ STAIR S1 3" = 1'-0" GWB

HANDRAIL

LOWER LEVEL 100' - 0"

WELDED WIRE MESH W/ UEDGING ALL SIDES. WELD TO STEEL ANGLES AND PLATES AS INDICATED, TYP.

3' - 0" A.F.F.

SEE PLANS 3/4" CLEAR TEMPERED GLASS

1-1/2"x1/4" STEEL BAR WITH CONT. WELD TO ANGLE AT EACH SIDE

1/2" WELD PLATE EMBED FLUSH WITH SLAB

HAND RAIL BRACKET

SCHEDULED WALL

10"

HAND RAIL BRACKET

1 1/2" SS U-CHANNEL CAP ALONG TOP OF GLASS

GWB

MITER AND WELD

SS U-CHANNEL CAP ALONG TOP OF GLASS

1' - 6"

1 1/2"

2 SS U-CHANNEL CAP ALONG TOP OF GLASS

PRECAST CONC STAIR FORM ABOVE

1 1/2"

1 1/2" CLR. TYP.

2 1/2"

3' - 6" A.F.F.

A560

CONC. LANDING DETAIL @ SE COLUMN NOTCH 1 1/2" = 1'-0" 1

AUGUSTA COURT FACILITY

SHANGHAI TECH UNIVERSITY CAMPUS

Location: Architectural Studio/Firm:

Description:

Role:

Shanghai, China Moore Ruble Yudell Architects & Planners 933 Pico Boulevard Santa Monica, CA 90405 (Architect of record) glaserworks 304 E 8th Street Cincinnati, OH 45202

New 588,000 m² tech campus masterplan for the Shanghai Advanced Research Institute Chinese Academy of Sciences*. Campus masterplan design includes four colleges, student dormitories and a landscape plan for the campus. Hired by glaserworks to work on the project in collaboration with Moore Ruble Yudell Architects & Planners. Assisted with the completion of schematic design documents for the 86,000 m² Material Science college, one of the four colleges in the overall campus masterplan.

*Received 2012 AIACC Merit Award for Urban Design

A Process Translation

professional collaborations

SHANGHAI TECH UNIVERSITY CAMPUS