Architecture Portfolio by Marco Sosa

Selected Works 2017-2022

Architecture Portfolio Marco Sosa

About Me

I am an architect and urban designer with a passion for artistic visualization and computational programming and its multiple forms of exploration and inquiry about the perceptions in the world that surrounds us.

Content Portfolio Index

Tel.: +49 (0) 152 24562854 email: m.sosa.sacoto@gmail.com IG: @themarcoale

Columbia University GSAPP

2006 - 2011

Uni de Especialidades Espiritu Santo American School of Guayaquil

1999 - 2004

PUBLICATIONS

WORK EXPERIENCE

CERTIFICATES

COURSES

SOFTWARE SKILLS

LANGUAGES

INTERESTS

MSc. Arch. & UD

2013 - 2014

Friars Development Center

B. Arch. High School Dipl.

Guayaquil Airport Rehabilitation: The New City

link

Alternative Futures for New Rochelle: The Next Generation Live/Work City

link

Cultural Waterscape

link

BIM Specialist

WeserCAD GmbH

08/2021-12/2022

Associate

Perkins Eastman

09/2019-07/2021

Architecture Project Assist.

Perkins Eastman

04/2015-09/2019

Project Coordinator

Ponce 3

11/2014-03/2015

Infrastructure Analyst

SEDG

09/2014-10/2014

Licencia de Arquitecto

SENESCYT, Ec

1037-12-1161545

Architect Licensure (in prog.)

NCARB, USA

823887

6.00.1x: Introduction to Computer Science and Programming Using Python

MITx, USA

08/2020-10/2020

Parametric Design and Fab. ControlMad, Spain

09/2019-12/2019

Revit

Adobe Ps

Maya

Enscape 3D

Makerbot

Adobe Ai

3DSMax

Python 3.9

Sketchup

Adobe AA

ArcGIS

QGIS

Rhino 3D

Adobe Id

Lumion 3D

Blender

Grasshopper

Autocad

Vray

Spanish: Native Language

English: Advanced

French: Intermediate

German: Basic

Hotel Riggs Rooftop

Parra Renovation

Concrete Elegance

Perkins Eastman GYE Office

Stanford Health Care: Hospital Extensions

Content Portfolio Index

EDUCATION

team.spirit

Friars Development Center Project Name

The project is a combined renovation and new

Slavin Center. This space will be converted into

Friars Development Center 2017

construction project that will feature significant

an enclosed concourse with a new roof structu-

Providence College

work to three existing campus buildings: Alumni

re and glazing.

Hall and 64 Hall/Slavin Center, as well as the

• Construction of a new 44,500 square feet

construction of a new adjacent men’s basket-

men’s basketball practice and recruiting facility

ball practice facility. Located at the northwest

building, to be constructed west of the existing

corner of campus, the project will include the

buildings on the current site of the Wardlaw,

following:

Alumni, and Cumberland Street parking lots. The

• Renovation of 20,000 square feet of interior

new building will include two full-size basketball

space in 64 Hall/Slavin Center for the Center

practice courts, locker room, video and team

for Career Education and Professional Develop-

activities rooms, athletic development offices,

ment, event space, and common space.

a weight room, and approximately 50 spaces of

• Renovation of 9,900 square feet of existing ex-

underground parking, among other areas. It will

terior space between Alumni Hall and 64 Hall/

also include a new athletic Hall of Fame.

Team Perkins Eastman Project Description Educational / Sports Facility

01 Page 4 | Architecture Portfolio

Providence, Rhode Island, USA Tasks Revit modeling/coordination, schematic design, design development, construction documents

Page 5 | Architecture Portfolio

Challenges & Opportunities

CHALLENGES Basketball Training & Recruiting Facilities

Career Education Center

Create new basketball practice facilities. that create an anchor for student development center

Expanded, central, open and inviting Career Services, at the heart of the student development center

The purpose of this project is to build a basketball practice and support facility integrated with an expanded career development center Concannon Fitness Center

that also serves student services. Create a place that represents and identifies the legacy and future of all Friars on campus: student, play-

Peterson Rec. Center Alumni Hall

er, professors, coaches supporter, alumni family and community: the

Career Education Center & Student Affairs

Friar family.

Slavin Center Addition Outdoor Terrace

Furthermore, Use the expansion of the basketball program, and the career center as catalysts to energize and enrich the Friar Development center, strengthening connections and relationships between

Slavin Center

64 Hall

Enclosing the draughty and leaky breezeway between Alumni hall and the Salvin center to create a spine that not only unites and integrates all the neighboring buildings into a single complex, but serves as the “heart “of the student development center

Men’s Basketball Practice Courts Site

the various components and thereby creating a destination on cam-

64 Hall

Expanded and refurbished multi-purpose event space in 64 Hall that enables more events

pus that captures the spirit of Friar Town and what it means to be a part of it. The Friar Development center anchors the North West corner of the campus. Develop and build on the relationship to the immediate context to maximize the impact of the addition to the center and the campus as a whole.

Project Goals OPPORTUNITIES & GOALS

OPPORTUNITIES & GOALS

01.

OPPORTUNITIES & GOALS

02.

03.

Concannon Fitness Center

04.

Concannon Fitness Center

Peterson Rec. Center

Alumni Hall

Co n ain

Main Ma a Concourse

Slavin Center

Slavin Center 64 Hall Men’s Basketball Practice Courts

4. Project Goal : “Friar Development Center”

co urs e

3. Understanding Opportunites & Potential

Slavin Center

Career Education Center & Student Affairs

2. New Programmatic Needs

64 Hall

Peterson Rec. Center

Career Education Center & Student Affairs

1. Existing Conditions

Concannon Fitness Center

Peterson Rec. Center

Alumni Hall

64 Hall

64 Hall Men’s Basketball Practice Courts

Men’s Basketball Practice Courts

Men’s Basketball Practice Courts Site

Existing Conditions

New Programmatic Needs

Understanding Opportunities

Fully Connected Development Center

& Potentials

Page 6 | Architecture Portfolio

Page 7 | Architecture Portfolio

N NARRATIVE

reflects the most efficient functional arrangement of the ents within the program. The men’s basketball training proposal fulfills all the design criteria set by the client and detailed in the design brief dated. o the west of alumni hall and is arranged into two maents, the “training hall” that comprises the two practice the weight training facility, spaces that require large column free spaces, and the “support house” which KETBALL FACILITY he team facilities for men’s basketball, on the first floor, etic directors offices and funding on the second floor. reflects the most efficient functional arrangement of the ents within the program. The men’s basketball training o the west of alumni hall and is arranged into two maents, the “training hall” that comprises the two practice the weight training facility, spaces that require large column free spaces, and the “support house” which he team facilities for men’s basketball, on the first floor, etic directors offices and funding on the second floor.

PROGRAM ORGANIZATION

Phase I: Men's Basketball Court & Hall of Fame

TRAINING HALL

PROGRAM ORGANIZATION PRACTICE

TRAINING HALL SUPPORT HOUSE

PRACTICE

WEIGHT ROOM

SPORTS MEDICE CENTER

HALL OF FAME

WEIGHT ROOM

EXISTING COURTS

WBB

SPORTS MEDICE CENTER

EXISTING COURTS

Description

The men’s basketball training facility sits to the west of alumni hall and is arranged into two major components, the “training hall” that comprises the two practice courts and the weight training facility, spaces that require large tall, open, column free spaces,

SUPPORT HOUSE

SLAVIN CENTER WBB

HALL OF FAME

and the “support house” which houses all the team facilities for men’s bas-

1ST FLOOR

ketball, on the first floor, with the athletic directors offices and funding on the second floor. The design promotes and maximizes

SLAVIN CENTER

1ST FLOOR MEDIA CENTER

Left: Program organization of Phase I

the flexible use of large team spaces

Below: Program organization of comple-

for other Providence teams, or alumni

ted project.

events as needed.

ATHLETIC

PROJECT OVERVIEW The Friar Development project encompasses four major components that are focused in and around an existing complex of buildings, all of different vintages, to the North West quadrant of Providence college campus in Rhode Island. DINING ROOM

CLOSING SUITE

ACADEMIC SERVICE

ATHLETIC DEPARTMENT

over an existing exterior passageway between 2 Roofing Slavin center and Alumni hall to create a new interior

men’s basketball practice facility built 1 A new adjacent and connected to alumni hall. MEDIA CENTER

“concourse “for the campus.

ATHLETIC

rson

Pete

ente

.C Rec

Concannon Fitness Center

the interior of Slavin center to create 3 Re-planning an open/ collaborative work environment for the DINING ROOM

CLOSING SUITE

ATHLETIC DEPARTMENT

center for career education

ACADEMIC SERVICE

2ND FLOOR Main Concourse

Career Education Center

E-Bar

Hall of Fame

Enlarged connection to lower level

Providence College 64 Hall

Roof Terrace

2ND FLOOR

Support

Dining Space 10

Providence College Athletic Development Offices Re-planning of portions of alumni hall to take advantage of 5 spaces vacated by men’s basketball and to promote stronger

New Entry to development center celebrating the College and a backdrop to track

64 hall more capacity 4 Expanded for greater variety of events

programmatic connections between the new building and the existing facilities.

Providence College

Page 8 | Architecture Portfolio

FRIAR DEVELOPMENT CENTER SCHEMATIC DESIGN REPORT

10.16. 2015

Page 9 | Architecture Portfolio

Design Proposal

Section

Upper Floor

Site Plan

Page 10 | Architecture Portfolio

Ground Floor

Page 11 | Architecture Portfolio

Design Elevations & Details

NO. 1 2

16' - 1"

TRIAL INSTALLATION MOCKUP, NE CORNER

8' - 0"

16' - 1"

DIMENSIONS OF TRIAL INSTALLATION MOCKUPS ARE APPROXIMATE AND SHOULD BE ADJUSTED TO FALL ALONG THE NEAREST MODULE AND/OR JOINT OF EXTERIOR FINISH ELEMENTS.

12' - 7" 7' - 2"

3D IMAGES ARE FOR DIAGRAMMATIC PURPOSES ONLY, INTENDED TO DISPLAY GENERAL AREA OF INTENDED MOCKUP.

ISSUE Bid Set Documents Construction Set

A A

7' - 2"

DIMENSIONS OF TRIAL INSTALLATION MOCKUPS ARE APPROXIMATE AND SHOULD BE ADJUSTED TO FALL ALONG THE NEAREST MODULE AND/OR JOINT OF EXTERIOR FINISH ELEMENTS.

ACTUAL SCOPE, DIMENSIONS, AND SEQUENCE OF TRIAL INSTALLATION MOCKUPS ARE TO BE ESTABLISHED BY CONSTRUCTION MANAGER AND REVIEWED WITH ARCHITECT PRIOR TO MOCKUP INSTALLATION.

DATE 04.10.2017 07.21.2017

TRIAL INSTALLATION MOCKUP, NE CORNER

8' - 0"

19' - 9"

8' - 1"

NOTES

3D IMAGES ARE FOR DIAGRAMMATIC PURPOSES ONLY, INTENDED TO DISPLAY GENERAL AREA OF INTENDED MOCKUP.

12' - 7"

NOTES

DATE 04.10.2017 07.21.2017

NO. 1 2

19' - 9"

8' - 1"

ACTUAL SCOPE, DIMENSIONS, AND SEQUENCE OF TRIAL INSTALLATION MOCKUPS ARE TO BE ESTABLISHED BY CONSTRUCTION MANAGER AND REVIEWED WITH ARCHITECT PRIOR TO MOCKUP INSTALLATION.

4. New Construction - Exterior

SEAL

KEY PLAN

TRIAL INSTALLATION MOCKUP, SW CORNER

11' - 9"

TRIAL INSTALLATION MOCKUP, SW CORNER

4' - 4"

12' - 0"

4' - 2" 7' - 10"

4' - 4"

Owner: PROVIDENCE COLLEGE 1 CUNNINGHAM SQUARE PROVIDENCE, RI 02918

7' - 0"

UP DN

4 A-005

4' - 4"

TRIAL INSTALLATION MOCKUPS - KEY PLAN 1/16" = 1'-0"

4' - 4" 7' - 0"

UP DN

TRIAL INSTALLATION MOCKUP, HALL OF FAME

KEY PLAN

Civil / Site: CAPUTO & WICK LTD 1150 PAWTUCKET AVENUE 115 FIFTH AVENUE RUMFORD, RI 02916-1897

NEW YORK, NY 10003 T. 212.353.7200

Structural: F. 212.353.7676 SILMAN 111 DEVONSHIRE STREET BOSTON, MA 02109 Mechanical:

Key Plan

Owner: ARDEN ENGINEERING 505 NARRAGANSETT PARK DRIVE, PROVIDENCE COLLEGE PAWTUCKET, RI 02861 1 CUNNINGHAM SQUARE PROVIDENCE, RI 02918 Electrical:

STERLING ENGINEERING CO INC.

4 A-005

2' - 8"

12' - 0"

4' - 2" 7' - 10"

7' - 0"

2' - 11"

115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676

11' - 9" 8' - 10"

2' - 8"

7' - 0"

2' - 11"

8' - 10"

2' - 8"

4. New Construction - Exterior

TRIAL INSTALLATION MOCKUP, HALL OF FAME

TRIAL INSTALLATION MOCKUPS - KEY PLAN

79 MAIN ST Civil / Site: STURBRIDGE, MA 01566 CAPUTO & WICK LTD 1150 PAWTUCKET Facade & Sustainability: AVENUE RUMFORD, RI TOMASETTI 02916-1897 THORNTON 51 MADISON AVENUE NEW YORK, NY 10010

Structural: SILMAN Plumbing & Fire Protection: ASSOCIATES 111WILKINSON DEVONSHIRE STREET INC. 615 JEFFERSON BLVD #7 BOSTON, MA 02109 WARWICK, RI 02886

1/16" = 1'-0"

Mechanical: Lighting Consultant: HLB LIGHTING DESIGN ARDEN ENGINEERING 32ND STREET 505 38E NARRAGANSETT PARK DRIVE, NEW YORK, NY 10016 PAWTUCKET, RI 02861 Telecommunications:

THE SKYLINE GROUP Electrical: 10 RIVER ROAD SUITE 103 STERLING ENGINEERING CO INC. UXBRIDGE, MA 01569 79 MAIN ST STURBRIDGE, Code Consultant: MA 01566

South Elevation South Elevation

JENSEN HUGHES 117 METRO CENTER BLVD, SUITE 1002

Facade &WARWICK, Sustainability: RI 02886 THORNTON TOMASETTI 51 MADISON AVENUE NEW YORK, NY 10010

Plumbing & Fire Protection: WILKINSON ASSOCIATES INC. 615 JEFFERSON BLVD #7 WARWICK, RI 02886 PROJECT TITLE:

Lighting Consultant: HLB LIGHTING DESIGN 38E 32ND STREET NEW YORK, NY 10016

RUANE FRIAR DEVELOPMENT CENTER

South Elevation

Telecommunications: THE SKYLINE GROUP 10 RIVER ROAD SUITE 103 UXBRIDGE, MA 01569

Cunningham Square, Code1 Consultant: Providence, RI 02918 JENSEN HUGHES 117 METRO CENTER BLVD, SUITE 1002 WARWICK, RI 02886 PROJECT No: 55741.00 DRAWING TITLE:

TRIAL INSTALLATION MOCKUPS

Upper Floor

PROJECT TITLE: SCALE:

3 A-005

TRIAL INSTALLATION MOCKUP - NE CORNER

2 A-005

TRIAL INSTALLATION MOCKUP - SW CORNER

1 A-005

TRIAL INSTALLATION MOCKUP - HALL OF FAME

As indicated

RUANE FRIAR A-005 DEVELOPMENT CENTER CONSTRUCTION SET 07.21.2017

1 Cunningham Square, Providence, RI 02918

4. New Construction - Exterior North Elevation Prebid Meeting | Ruane Friar Development Center | April 20, 2017 | Page 19

PROJECT No: 55741.00 DRAWING TITLE:

TRIAL INSTALLATION MOCKUPS SCALE:

Providence College

North Elevation North Elevation Prebid Meeting | Ruane Friar Development Center | April 20, 2017 | Page 19

3 A-005

Page 12 | Architecture Portfolio

TRIAL INSTALLATION MOCKUP - SW CORNER

SW Corner Detail 2 A-005

1 A-005

TRIAL INSTALLATION MOCKUP - HALL OF FAME

CONSTRUCTION SET 07.21.2017

Providence College

West Elevation West Elevation Prebid Meeting | Ruane Friar Development Center | April 20, 2017 | Page 20

TRIAL INSTALLATION MOCKUP - NE CORNER

NE Corner Detail

As indicated

A-005 Hall of Fame Corner Detail

Providence College

Axonometric Section Basketball Court

Page 13 | Architecture Portfolio

NO. 1 2

7.15

DATE 04.10.2017 07.21.2017

ISSUE Bid Set Documents Construction Set

7.3A

1' - 5"

6.4 5.2A

35°

5.1 3' - 7"

6.3

/2" 81

5.7

5.1

" 1/2

7.4A

5.1

7.11

7.10 7.2B1 6.3 5.2 7.3A

3' /4" 71

ALL

1' - 4

1/4"

1' - 1 1/4"

SEAL

7.4A 5.7 4' - 1" 7.2A 7.4A 6.3 5.3A 7.3A 2' - 8"

6.2A

.O STONE 172' - 5 3/4"

NO. 1 2

7.15 1' - 1 3/8"

115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676

DATE 04.10.2017 07.21.2017

ISSUE Bid Set Documents Construction Set

7.3A

1' - 5"

6.4 5.2A

ST FLOOR 71' - 10 1/4" 4 A-323

2 1/2"

8.2A

5.7 Civil / Site: CAPUTO & WICK LTD 1150 PAWTUCKET AVENUE7.4A RUMFORD, RI 02916-1897

5.3B 7.9A

8.2C

8.2F

8.2B1

5.1

7.11

7.10 7.2B1 6.3

Mechanical: ARDEN ENGINEERING 505 NARRAGANSETT PARK DRIVE, PAWTUCKET, RI 02861

2 A-323

NORTH FACADE ROOF DETAIL

2 7/16" 5/8"

North Facade Roof Detail

8.2A

6 A-323

8.2C

Facade & Sustainability: THORNTON TOMASETTI 51 MADISON AVENUE NEW YORK, NY 10010

PINCH PLATE DETAIL@N. CURTAIN WALL

Plumbing & Fire Protection: WILKINSON ASSOCIATES INC. 615 JEFFERSON BLVD #7 WARWICK, RI 02886

3" = 1'-0"

8.2B1

Lighting Consultant: HLB LIGHTING DESIGN 38E 32ND STREET NEW YORK, NY 10016

1' - 5 1/2"

1' - 4

1/4"

Telecommunications: THE SKYLINE GROUP 10 RIVER ROAD SUITE 103 UXBRIDGE, MA 01569

5.1

1' - 1 1/4"

8.2E

TOP OF CURTAIN WALL

5.2

Electrical: STERLING ENGINEERING CO INC. 79 MAIN ST STURBRIDGE, MA 01566

1 1/2" = 1'-0"

/4" 71

7.13B

7.3A 3'

8.2D

4 A-323

6.3 5.1

" 1/2

Structural: SILMAN 111 DEVONSHIRE STREET BOSTON, MA 02109

8.4 5.5

5.1 3' - 7"

/2" 81

9.1

35°

Owner: PROVIDENCE COLLEGE 1 CUNNINGHAM SQUARE PROVIDENCE, RI 02918

Code Consultant: JENSEN HUGHES 117 METRO CENTER BLVD, SUITE 1002 WARWICK, RI 02886

3" = 1'-0" 7.6B

SEAL

7.4A 5.7

4.2

6 1/2"

8.2A

ELF 2 1/4"

7.9C

7.2A

7.3A 7.2C

8.2D 5.7

7.4A

5.1 GL2

6.2B

7.9C 8.4 8"

7.5 WEIGHT ROOF 191' - 10 1/4"

1' - 11 3/4"

5.1

FIRST FLOOR 171' - 10 1/4" 3"

7.9A 4.5

T.O STONE 172' - 5 3/4"

10"

7.2C 3.1

7.9A

5.2A

192' - 2 1/2"

3.1 3 3/8"

7.9C

5.1

7.2C 6.1A

5.5

5.5 7.12

SCALE:

SILL@ NORTH WALL DETAIL

1 A-323

7.3A

1 1/2" = 1'-0"

7.2B3

Owner: PROVIDENCE COLLEGE 1 CUNNINGHAM SQUARE PROVIDENCE, RI 02918

9.1

Civil / Site: CAPUTO & WICK LTD 1150 PAWTUCKET AVENUE RUMFORD, RI 02916-1897

5.3B 7.9A

Structural: SILMAN 111 DEVONSHIRE STREET BOSTON, MA 02109

8.4 8.2C

8.2F

8.2B1

As indicated

Mechanical: ARDEN ENGINEERING 505 NARRAGANSETT PARK DRIVE, PAWTUCKET, RI 02861

8.2D

2 A-323

NORTH FACADE ROOF DETAIL

Electrical: STERLING ENGINEERING CO INC. 79 MAIN ST STURBRIDGE, MA 01566

1 1/2" = 1'-0"

Facade & Sustainability: THORNTON TOMASETTI 51 MADISON AVENUE NEW YORK, NY 10010

CONSTRUCTION SET

5/8"

3" = 1'-0"

4.9

NORTH FACADE @ SILL DETAIL

8.2A

A-323

7.13B

2 7/16"

3 A-323

2' - 0"

7.2A 7.3B7.3A

07.21.2017

8.2A

Plumbing & Fire Protection: WILKINSON ASSOCIATES INC. 615 JEFFERSON BLVD #7 WARWICK, RI 02886

8.2C

Lighting Consultant: HLB LIGHTING DESIGN 38E 32ND STREET NEW YORK, NY 10016

7.3B 8.2B1

3.1 7.9A 3.6 2' - 3 3/4"

4.9

4 A-323

8.2E

TOP OF CURTAIN WALL

Telecommunications: THE SKYLINE GROUP 10 RIVER ROAD SUITE 103 UXBRIDGE, MA 01569

5.1

Code Consultant: JENSEN HUGHES 117 METRO CENTER BLVD, SUITE 1002 WARWICK, RI 02886

3" = 1'-0" 7.6B

10"

B.O. STONE 4" TYP.

8.2A

166' - 6 1/2" T.O. SHELF 166' - 2 1/4"

7.9C 8.2D

PROJECT TITLE:

8.2C

GL2

5.7

5.2A

8.2H 8.4

7.2B1

5.1

WEIGHT ROOF 191' - 10 1/4"

FRENCH DRAIN, TYPICAL ALONG FOUNDATION PERIMETER

T.O SILL

3 A-323

6.2B

5.5

3 3/8"

4.2A 4.2

5.3A

7.12

NORTH FACADE @ BASE DETAIL

Page 14 | Architecture Portfolio

1 1/2" = 1'-0"

3 A-323

SILL@ NORTH WALL DETAIL 3" = 1'-0"

1 A-323

1 Cunningham Square, Providence, RI 02918

PROJECT No: 55741.00 DRAWING TITLE:

SECTION DETAILS PRACTICE NORTH WALL SCALE:

7.3A

5 A-323

7.9C

6.2B

7.2A

North Facade Base Detail

8.4

6.1A

5.5

6.2B

- REFER TO A-300TO A-300.2 FOR EXTERIOR WALL TYPE ASSEMBLIES - REFER TO A-300 FOR MATERIAL SYSTEM AND GLAZING LEGEND - REFER TO A-300 AND A-320 FOR EXTERIOR KEYNOTE LEGEND - SEE STRUCTURAL DWG - REFER TO A-500 FOR INTERIOR FINISH LEGEND

192' - 2 1/2"

7.9A

NOTES:

RUANE FRIAR DEVELOPMENT CENTER

8.2H

8.2B1

2' - 3 13/16"

4 1/4"

DETAIL

DRAWING TITLE:

4.2

5.3A 4.5A

4 A-323

SECTION DETAILS PRACTICE NORTH WALL

4.2A

6.2B

115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676

1 Cunningham Square, Providence, RI 02918

PROJECT No: 55741.00

8.4

5.4

6.2A

2 1/2"

3 A-323

6.2B

T.O SILL

7.3A 2' - 8"

8.2H

85 °

7.12

5.3A

RUANE FRIAR DEVELOPMENT CENTER

5.5

8.2H

6.3

PROJECT TITLE:

7.2A

8.2C 8.2B1

4' - 1"

5.3A

4 1/4"

ONE

NORTH FACADE @ SILL DETAIL 1 1/2" = 1'-0"

As indicated

1. Back View FDC building A-323 2. Inside View Basketball Court CONSTRUCTION SET 07.21.2017

Page 15 | Architecture Portfolio

Sun Shading Type 3 @ 2nd Floor Sim

5 A-342

5.5

Sim

5 A-342

6.4

CW-02

6.4

NO. 1 2

DATE 04.10.2017 07.21.2017

ISSUE Bid Set Documents Construction Set

NO. 1 2

DATE 04.10.2017 07.21.2017

ISSUE Bid Set Documents Construction Set

CW 02

7.15 CONCOURSE PARAPET 7.11201' - 10 1/4"

CW 02

5.7

CW 02

7.11 7.3A 5.2

5.2 1' - 8" 1' - 8"

7.6A 6.3

1' - 7"

10"

6 3/4"

1' - 0" 2' - 6 3/4"

7.2B-1 5.2 7.3A

9.2 7.6A

5.1 COLUMN W/ INTUMENSCENT SPRAY 7.6A

6.3 COLUMN W/ INTUMENSCENT SPRAY 5.3

6" 1' - 2 1/4"

N W/ INTUMENSCENT 1' - 7"

5.2 7.15 7.3A 5.3A

6.3 1' - 10 1/4"

11 7/8"

10"

6.3 7.6B

1' - 7" 9"

10"

EQ 10"

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

6 3/4"

1' - 2 1/4"

1' - 10 1/4" 5.3

4 3/8"

5.7 7.15 6.1A 5.3A 7.3A 7.2B-1 7.11

STL. ST. OUTRIGGER BEYOND 5.1AT CORNER

5.3A

7.6A

5.3 5.1

2' - 0"

9.2 7.2C

7.3A

OUTRIGGER D5.1 AT CORNER

11 7/8"

STL. ST. OUTRIGGER BEYOND AT CORNER

6.1A 5.3A

11 7/8"

4 3/8"

2' - 6 3/4"

2' - 4 3/8"

6.1A

2' - 0"

5.7 6.4 6.1A 7.3A CONCOURSE PARAPET 7.11201' - 10 1/4"

7.2C 5.1

1/2"

1' - 10 3/4"

OUTRIGGER D AT CORNER 7.2D

7.3A 6.1A 7.15

11 7/8" 1' - 10 3/4"

2' - 4 3/8"

6.1A CW-02

5.1

SEAL

1' - 1 3/4"

7.2D 4.2

1' - 10 3/4"

CW-02 6.3

CONCOURSE PARAPET 201' - 10 1/4"

5.7 6.4 7.3A

1' - 0"

CONCOURSE PARAPET 201' - 10 1/4" 5.5 6.3

CW-02 4.2

SEAL

5.3

N W/ INTUMENSCENT 7.6B

1' - 7"

1 1/8" STL. ST. FULLY LOCKED COIL ROPE

7.9

10"

EQ 10"

STAINLESS STEEL CABLE FIXING

115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676

5" 1 1/8" STL. ST. FULLY LOCKED7.9 COIL ROPE

DEAD 7.9 LOAD SHELF

STAINLESS STEEL CABLE FIXING CW 02

5 1/4"

CW 02

A-342

5 A-342

CORNER CONNECTION SECTION 1 1/2" = 1'-0" 5.1

7.16C 4.6A

10"

1' - 4 1/2"

7.6A

5.1 7.6A 10"

1' - 0"

2' - 1"

7.6B

1' - 0"

5.1

3 A-342

H.O.F CABLE JACKING SECTION 1 1/2" = 1'-0"

PLATE WELDED TO STRUCTURAL BEAM

5 1/4"

WF 2

2" 6"

6 A-340 2"

1' - 1 1/2"

10"

PROJECT TITLE:

RUANE FRIAR DEVELOPMENT CENTER RUANE FRIAR 1DEVELOPMENT Cunningham Square, Providence, RI 02918 CENTER

1' - 8"

STEEL JACKING BOX ASSEMBLY 1' - 2"

7.6A 7.2B

1' - 9 1/2"

7.6B

1' - 2"

5.1 7.2B SUPPLY5.1 DUCT. SEE MECHANICAL

1' - 9 1/2"

1' - 2"

1' - 4 1/2"

2' - 2 1/2"

5.1 3.5 SUPPLY COLUMNDUCT. W/ INTUMENSCENT SPRAY SEE MECHANICAL

1' - 2"

1' - 4 1/2"

PROJECT TITLE:

5.3C 6.3

2' - 2 1/2" 3.5

5.3C 6.3

COLUMN W/ INTUMENSCENT SPRAY

1 A-342

H.O.F TYP. CABLE JACKING SECTION 1 1/2" = 1'-0"

H.O.F. Typ. Cable Jacking Section 1 A-342

H.O.F TYP. CABLE JACKING SECTION 1 1/2" = 1'-0"

117 METRO CENTER BLVD, SUITE 1002 Telecommunications: WARWICK, RI 02886 THE SKYLINE GROUP 10 RIVER ROAD SUITE 103 UXBRIDGE, MA 01569 Code Consultant: JENSEN HUGHES 117 METRO CENTER BLVD, SUITE 1002 WARWICK, RI 02886

5.1 STEEL JACKING BOX ASSEMBLY

5.1

3 A-342

11"

ST. BEAM . SEE STRUCTURAL 5.1

10"

2' - 1"

1' - 4 1/2"

3' - 0"

4 1/2"

5" 6 A-340

7.3A 4' - 7 1/4"

3' - 0"

7.6A

2' - 0"

1' - 11 1/4"

2' - 1"

6 1/2" 10"

7.3A 7.2C

4' - 7 1/4"

5" 4 1/2"

2' - 0"

4" 2"

WF 2

STL. ST. GRILLE

4.6A 7.2C

SLAB OPENING FOR DUCT

PLATE WELDED TO STRUCTURAL BEAM

1' - 3"

7.16B SLAB OPENING FOR DUCT

ST. BEAM . SEE STRUCTURAL 6"

1' - 3"

STL. ST. GRILLE 2' - 0"

3' - 7 1/4"

10"

2' - 0" 9"

7.16C CW2 1 1/8" STL. ST. FULL 7.16B LOCKED COIL ROPE

3' - 7 1/4"

6 1/2"

1 1/8" STL. ST. FULL COLUMNCOIL W/ INTUMENSCENT SPRAY LOCKED ROPE

11" 4 1/2"

WF 2 FIRST FLOOR 171' - 10 1/4"

2" 4"

5 1/4"

Sim

5 1/4"

EQ 2"

5 1/4"

STL. ST. GRILLE

Civil / Site: CAPUTO & WICK LTD 1150 PAWTUCKET AVENUE Owner: RUMFORD, RI 02916-1897 PROVIDENCE COLLEGE 1 CUNNINGHAM SQUARE Structural: PROVIDENCE, RI 02918 SILMAN 111 DEVONSHIRE STREET Civil BOSTON, / Site: MA 02109 CAPUTO & WICK LTD 1150 PAWTUCKET AVENUE Mechanical: RUMFORD, RI 02916-1897 ARDEN ENGINEERING 505 NARRAGANSETT PARK DRIVE, Structural: PAWTUCKET, RI 02861 SILMAN 111 DEVONSHIRE STREET Electrical: BOSTON, MA 02109 STERLING ENGINEERING CO INC. 79 MAIN ST Mechanical: STURBRIDGE, MA 01566 ARDEN ENGINEERING 505 NARRAGANSETT PARK DRIVE, Facade & Sustainability: PAWTUCKET, RI 02861 THORNTON TOMASETTI 51 MADISON AVENUE Electrical: NEW YORK, NY 10010 STERLING ENGINEERING CO INC. 79 MAIN ST Plumbing & Fire Protection: STURBRIDGE, MA 01566 WILKINSON ASSOCIATES INC. 615 JEFFERSON BLVD #7 Facade & Sustainability: WARWICK, RI 02886 THORNTON TOMASETTI 51 MADISON AVENUE Lighting Consultant: NEW YORK, NY 10010 HLB LIGHTING DESIGN 38E 32ND STREET Plumbing & Fire Protection: NEW YORK, NY 10016 WILKINSON ASSOCIATES INC. 615 JEFFERSON BLVD #7 Telecommunications: WARWICK, RI 02886 THE SKYLINE GROUP 10 RIVER ROAD SUITE 103 Lighting Consultant: UXBRIDGE, MA 01569 HLB LIGHTING DESIGN 32ND STREET Code38E Consultant: NEW YORK, NY 10016 JENSEN HUGHES

1' - 8"

FIRST FLOOR 171' - 10 1/4"

1 1/2" = 1'-0"

7 1/4"

TYP. CABLE HEAD CONNECTION SECTION

2 A-342

COLUMN W/ INTUMENSCENT SPRAY WF 2

Sim

7 1/4"

STL. ST. GRILLE

1 1/2" = 1'-0"

2' - 0"

5.1 7.6B

TYP. CABLE HEAD CONNECTION SECTION

CW2 5.1

9 1/2"

7.6B SLAVIN FIRST FLOOR COLUMN W/ INTUMENSCENT 173' - 10 1/4" SPRAY 9"

5 A-342

COLUMN W/ INTUMENSCENT SPRAY

2' - 1"

5.1

9 1/2"4 1/2"

SLAVIN FIRST FLOOR 173' - 10 1/4"

11 1/4" 2

Typ. Cable Head Connection Section

1 1/2" = 1'-0"

2' - 0"

4 A-342

CORNER CONNECTION SECTION

Owner: 115 FIFTH AVENUE PROVIDENCE COLLEGE NEW YORK, NY 10003 1 CUNNINGHAM SQUARE T. 212.353.7200 PROVIDENCE, RI 02918 F. 212.353.7676

1' - 11 1/4"

4 A-342

7.9

DEAD LOAD SHELF

5 1/4" 11 1/4"

PROJECT No: 55741.00 1 Cunningham Square, DRAWING TITLE: Providence, RI 02918

HALL OF FAME SECTION DETAILS PROJECT No: 55741.00 DRAWING TITLE:

HALL OF FAME SECTION DETAILS SCALE:

As indicated

A-342

SCALE:

As indicated

CONSTRUCTION SET

A-342

07.21.2017

1. Back View FDC building 2. Inside View Basketball Court

CONSTRUCTION SET 07.21.2017

Page 16 | Architecture Portfolio

Page 17 | Architecture Portfolio

Page 18 | Architecture Portfolio

Page 19 | Architecture Portfolio

02 Hotel Riggs Project Description The proposed rehabilitaion intends to elevate the guest rooms and introduce a ground floor restaurant, basement bar, and one-story event space on the rooftop. The historic character of this Penn Quarter building will not only be ratained, but enhanced and celebrated. New materials will be compatible and complementary of those existing and will have minimal effect on the existing fabric of the building. On the exterior, work will be limited to: a) the modification fo the existing non-historic canopy over the main entrance, b) the addition of a new, smaller canopy at the secondary entrance, c) the rooftop addition, and d) some modest exterior lighting which will highlight the structure's beautiful, historic facade.

rooftop.bar Project Name Hotel Riggs Renovation 2018-2019 Global Holdings Management Group Washington D.C., USA Team Perkins Eastman Project Description Hospitality / Renovation Tasks Design Development, Construciton Documents, Engineering Coordination

Page 20 | Architecture Portfolio

Page 21 | Architecture Portfolio

Site Analysis

Location Plan

Proposed Rooftop

The proposed setbacks are compliant with the zoning administratod following a 1:1. The sketch shows the setbacks of the proposed rooftop is far enough so that a

Zoning Site Plan

6'-0" person would not be able to see the new addition from street level.

History // Romanesque Revival Style

Precedents // Glass & Steel

1891

1927

1997

Amdega

Hotel Pulitzer

Mondrian Hotel

Washington Loan and Trust Company.

Addition doubled the size along F

Rehabilitated to accomodate a

Conservatories, orangeries, pool

Amsterdam

London

Street by Arthur Heaton. Acquired by

Courtyard Marriott Hotel, and a

house design. London

Riggs National Bank in 1954.

Gordon Biersch Restaurant.

Page 22 | Architecture Portfolio

Page 23 | Architecture Portfolio

14' -

EXST PARAPET 133' - 7 1/2"

23' - 5"

ROOF 132' - 8 1/2"

4 A404

15' - 2" 45°

12 PENTHOUSE 118' - 8 1/2" LOWER ROOF 127' - 8"

Design Proposal

4' - 8"

14' - 8"

1' - 6"

4 F ST ROOFTOP CORNER A404

1/4" = 1'-0"

45°

12 PENTHOUSE 118' - 8 1/2"

B.9

B.1

A.6

3 A301

21' - 9" SETBACK

EXST PARAPET 133' - 7 1/2" ROOF 132' - 8 1/2"

F ST ROOFTOP CORNER

13' - 4" SETBACK

B.9

B.1

14' - 0 1/4"

1/4" = 1'-0"

A.6

3 A301

21' - 9" SETBACK

LOWER ROOF 127' - 8"

10' - 9"

1' - 10"

EXST PARAPET 133' - 7 1/2" ROOF 132' - 8 1/2"

E1259

12 PENTHOUSE 118' - 8 1/2"

45°

13' - 4" SETBACK

5' - 10 1/2"

1' - 10"

E1259

ROOFTOP NW

KEY NOTES - EXTERIOR ELEVATION

12 PENTHOUSE 118' - 8 1/2"

126 ALUMINUM BOX GUTTER. 127 3" DIA DOWNSPOUT DISCHARGE ON LOWER ROOF BELOW COMPO DECK 204 SCHEDULED WALL SCONCE LIGHT FIXTURE. 205 HOSE BIB

45°

1/4" = 1'-0"

9.9

9.1

8.1

W06

3 A401

E.1

EXISTING 8 STORY BUILDING

EXISTING 2 STORY ADDITION WITH PENTHOUSE

C D E F G H I J

9.9

K L M

WDF-05

N O

CO-01

C:\REVIT LOCAL\70790-900F Rooftop_m.sosa.rvt C:\REVIT LOCAL\70790-900F Rooftop_m.sosa.rvt 7/11/2018 6:50:14 PM 7/11/2018 6:50:14 PM

KEY NOTES

VCT-01

EXISTING COURTYARD BELOW

WDF-04 WDF-05

1' - 4" TYP. BORDER

VCT-01

9TH ST.

CO-01

RESERVED FOR DCRA NO.

2 3

LEGEND - FINISH PLAN

ST-01

4 MILLWORK

QT-01

3.5 VCT-01

ST-02A-C

3' - 0"

3.2

EXISTING 3 3 STORY BUILDING

WDF-04

ST-07/08

EQ EQ

9TH ST ROOFTOP

DATE ISSUE 05.23.2018 PSRM REVIEW 1/4" =ISSUE 1'-0" FOR PERMIT 06.21.2018 07.19.2018 ISSUE FOR SUBCONTRACTOR BID 09.25.2018 ADDENDUM 2 10.24.2018 ADDENDUM 3

2.8

1 A401

1.9

LOWER ROOF 127' - 8" EXST PARAPET 133' - 7 1/2"

EQ EQ

E1251

E1255

126

204

LOWER ROOF 127' - 8"

W01

W04

W01

W04

W01

W02

12' - 0"

12' - 6"

EXST ROOF 116' - 8"

EQ EQ

E1251

E1255

205

A.6

B.1

B.9

9TH ST ROOFTOP

W01

C.8

12' - 0"

2 A401

D.2 W01

D.8

D.9 W04 E

E.6 W01

12' - 0"

12 PENTHOUSE 118' - 8 1/2"

F.2 W04

12' - 0"

1 A401 SIM.

1/4" = 1'-0"

G.1 W01

A.6

B.1

EQ EQ

B.9

126

127

C.8 2 A401

204

D.2

D.8

204

D.9

E.6

204

E1256

W02 204

12' - 6"

EQ EQ

F.2

W03

W04 12' - 0"

204

13' - 6"

12' - 0"

205

W01

W04

204

E1256

E1258

127

204

G.7

E1257 126

11' - 11 15/16"

G.1

204

127

W01

204

1 A401 SIM.

126

F ST ROOFTOP

204

12' - 0"

EXST PARAPET EXST ROOF 133' - 7- 1/2" 116' 8"

LOWER ROOF 127' - 8"

H.3

EXST PARAPET 133' - 7 1/2"

3 A407

12 PENTHOUSE 118' - 8 1/2"

ROOF 132' - 8 1/2"

W05 204

10' - 4" E1258

E1257

1/4" = 1'-0"

205

KEY PLAN

H.3

12' - 6"

SEAL

H W02

G.7

12' - 0"

ROOF 132' - 8 1/2"

204

ST-07/08

W02

W01

W04

W03

W04

W01

W05

12' - 6"

11' - 11 15/16"

12' - 0"

13' - 6"

12' - 0"

10' - 4"

3 A407

LOWER ROOF 127' - 8" EXST ROOF 116' - 8"

12 PENTHOUSE 118' - 8 1/2"

EXST ROOF 116' - 8"

F ST ROOFTOP

F St. Rooftop Elevation 1/4" = 1'-0"

MATERIAL /FINISH TAG

General Contractor: Whiting-Turner 300 East Joppa Road Bethesda, MD 21286 Structural: DeSimone Consulting Engineers 140 Broadway, 25th Floor New York, NY 10005 Mechanical, Electrical & Plumbing: GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201 Lighting Consultant: MCLA 1000 Potomac St. NW, Suite 121 Washington, DC 20007 Food Service: The Design Difference 2020 K Street NW, Suite 600 Washington, DC 20006 Planning / Zoning: EHT TRACERIES 440 Massachusetts Ave, NW Washington, DC 20001 AV Consultant: Network Technologies, INC. 1275 Shiloh Road, Suite 3020 Kennesaw, GA 30144

CO-01

ST-01

MTL-1

Code Consultant: Jensen Hughes 111 Rockville Pike, Suite 550 Rockville, MD 20850

PROJECT TITLE:

WDF-05

PROJECT RIGGS 900 F ST NW, WASHINGTON, DC 20004 1

PROJECT No: 70790 DRAWING TITLE:

A.6

B.1

C.1

C.6

D.8

F ST.

E.6

F.2

G.1

G.7

G.8

H.3

PENTHOUSE FINISH PLAN

PENTHOUSE FINISH PLAN 3/16" = 1'-0"

SCALE:

As indicated

IA412 ISSUE FOR CONSTRUCTION 07.26.2019

Floor Plan

Page 24 | Architecture Portfolio

F Street Hotel Elevation

126 ALUMINUM BOX GUTTER. 127 3" DIA DOWNSPOUT DISCHARGE ON LOWER ROOF BELOW COMPO DECK 204 SCHEDULED WALL SCONCE LIGHT FIXTURE. 205 HOSE BIB

127

W01

9th St. Rooftop Elevation 2

KEY NOTES - EXTERIOR ELEVATION

ROOF 132' - 8 1/2" 12 PENTHOUSE 118' - 8 1/2"

126

Envelope Consultant: Wis, Janney, Elstner Associates, Inc. 2941 Fairview Park Drive, Suite 300 Falls Church, VA 22042

Construction Manager: Dalton Advisory Group, LLC 3220 N Street NW, Unit 207 Washington DC 20007

ST-02A-C

2 A401

EQ EQ

Owner: Global Holdings Management Group 410 Park Avenue 20th Floor New York, NY 10022

WDF-04

ONE THOMAS CIRCLE, NW WASHINGTON, DC 20005 T. 202.861.1325 F. 202.861.1326

1' - 4" TYP. BORDER

127

205

EXISTING 11 STORY BUILDING 8 W/ PENTHOUSE

3 A401

126

127

VARIES

8.1

ROOF 132' - 8 1/2"

126

16' - 0 1/2"

B.1

EXST PARAPET 133' - 7 1/2"

ROOFTOP NW

VARIES

A.6

204

1.9

14' - 0"

LETTERED KEY NOTES DO NOT IMPLY SEQUENCE. CONTRACTOR TO PERFORM WORK AS REQUIRED PER WORK SCHEDULE. REFER TO ENLARGED PLANS AND ELEVATIONS FOR ADDITIONAL FINISH INFORMATION. DO NOT SCALE DRAWINGS FOR MATERIAL TAKE-OFFS. ALL WALLS TO BE PAINTED ____ U.N.O. ALL WALLS TO RECEIVE _____ BASE ____ U.N.O. ALL SOLID CORE WOOD DOORS TO BE PAINTED ____ U.N.O. ALL HOLLOW METAL FRAMES TO BE PAINTED ____ U.N.O. ALL GYP. BOARD CEILINGS, SOFFITS AND BULKHEADS TO BE PAINTED ___ U.N.O. STRAIGHT RUBBER BASE TO BE PROVIDED AT ALL CARPET LOCATIONS U.N.O. COVE RUBBER BASE TO BE PROVIDED AT ALL RESILIENT LOCATIONS U.N.O. REFER TO THE INDEX OF DRAWINGS FOR MATERIAL FINISH SCHEDULES LOCATION. REFER TO THE INDEX OF DRAWINGS FOR LOCATION OF FLOOR TRANSITION DETAILS. REFER TO MATERIAL FINISH SCHEDULE FOR TRANSITION TYPES. FLOOR MATERIAL TRANSITIONS AT DOOR FRAMES TO OCCUR AT CENTERLINE OF FRAME, U.N.O. CARPET TO BE INSTALLED PRIOR TO THE INSTALLATION OF DEMOUNTABLE PARTITIONS. FINISHES SHALL EXTEND OVER, UNDER, AND / OR BEHIND ANY ITEM, BUILT-IN MILLWORK, EQUIPMENT, MIRRORS, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE IN THE DRAWINGS. SCRIBE AND SEAL COUNTER TOPS TO ADJACENT SURFACES. USE <INSERT COLOR CHOICE>_____ SEALANT AT SINK LOCATIONS AND INTERSECTIONS OF COUNTERTOPS AND BACKSPLASHES, U.N.O.

14' - 0"

2.8

7' - 6" TYP. LIGHT FIXTURE HEIGHT

9.1

16' - 0 1/2"

GENERAL SHEET NOTES

1 A401

1/4" = 1'-0"

9.9

7' - 6" TYP. LIGHT FIXTURE HEIGHT

2 A401

9TH ST ROOFTOP CORNER

EXST ROOF 116' - 8"

5' - 10 1/2"

14' - 0"

9TH ST ROOFTOP CORNER

14' - 0" VARIES

10' - 9"

LOWER ROOF 127' - 8" EXST ROOF 116' - 8"

14' - 0 1/4"

W06

9th Street Hotel Elevation

Page 25 | Architecture Portfolio

GENERAL SHEET NOTES - SECTIONS A.

ELEVATIONS BASED ON ZONING MEASURING POINT. LOBBY ELEVATION @ +0'-2" (ABOVE ZONING MEASURING POINT) STRUCTURAL FRAMING SHOWN FOR REFERENCE/COORDINATION ONLY EXISTING BUILDING ELEMENTS SHOWN IN APPROXIMATE LOCATION. VERIFY EXISTING CONDITIONS FOR SHOP DRAWINGS. REFER TO A-400 FOR EXTERIOR ASSEMBLIES TYP. DETAILS. FIRESTOP ALL PENETRATIONS @ RATE ASSEMBLIES.

B. C. D. E. 309 4 A403

309

C.9

310

2.8

1 A401

1.9

310

1 309

RESERVED FOR DCRA

EXST PARAPET 133' -ROOF 7 1/2"

NO.

132' - 8 1/2"

DATE 05.23.2018

ISSUE PSRM REVIEW

306

308

LOWER ROOF 127' - 8" 302 1 A404

110

EMR. 123' - 7"

7' - 11 3/8"

115

1203

304

WDF-05

119'-4 1/2"

115

305

116

305

EXST ROOF 116' - 8"

GENERAL SHEET NOTES - SECTIONS

306

300

B. C.

309 4 A403

309

C.9

310

2.8

1 A401

1.9

D. E.

11 MECH MEZZANINE 110' - 7 1/2"

310

1 309

102

SEAL

RESERVED FOR DCRA

EXST PARAPET 133' -ROOF 7 1/2"

NO.

132' - 8 1/2"

DATE 05.23.2018

ISSUE PSRM REVIEW

306

308 300

10 TENTH FLOOR 98' - 8 1/16"

LOWER ROOF 127' - 8"

KEY PLAN

302

102 110

1 A404

EMR. 123' - 7"

7' - 11 3/8"

115

1203

PENTHOUSE COLUMN Section A LINE - G

304

WDF-05

119'-4 1/2"

116

ROOFTOP 3D SECTION COLUMN LINE-G 305

306 300 9.9

9.1

8.1

2.8

1.9

4 A405

11 MECH MEZZANINE 110' - 7 1/2" 5 A402

1 A401

W2 102

309

4 A403

309

C.9

310

2.8

102

LOWER ROOF 127' - 8" 1 A404

303

ASSEMBLY STORAGE 1213

6' - 7 1/2"

301

110 115 116 300 301

9.9

9.1

8.1

302 303 304 305 306 308 309 310 312

300

300 10

2.8

1.9

4 A405 5 A402

1 A401

W2 R1

7' - 11 3/8"

1203

ROOF 132' - 8 1/2"

302

115 304

WDF-05

305

LOWER ROOF 127' - 8"

14' - 11"

8' - 1 1/4"

1 A404

303

116

EMR. 123' - 7"

ASSEMBLY STORAGE 1213

PENTHOUSE COLUMN LINE - D 1/4" = 1'-0"

304

302 WDF-04

312

WDF-05

12 PENTHOUSE 118' - 8 1/2"

D. E.

Mechanical, Electrical & Plumbing: GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201

310

309

306

Acoustical Consultant: Network Technologies, INC. 1275 Shiloh Road, Suite 3020 Kennesaw, GA 30144

Civil / Site: VIKA Capitol, LLC 4910 Massachusetts Ave, NW Suite 214 Washington, DC 20016 11 MECH MEZZANINE Landscape: 110' - 7 1/2" HITT

PROJECT TITLE:

LOWER ROOF 127' - 8"

PROJECT RIGGS

2900 Fairview Park Drive Falls Church, Virginia 22042

900 F ST NW, WASHINGTON, DC 20004

1 A404

Structural: Thornton Tomasetti 2000 L St., NW Suite 600 Washington, DC 20036

EMR. 123' - 7"

Mechanical, Electrical & Plumbing: GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201 Lighting Consultant: MCLA 1000 Potomac St. NW, Suite 121 Washington, DC 20007 Food Service: TENTH FLOOR The10Design Difference 98' - 8NW, 1/16"Suite 600 2020 K Street Washington, DC 20006 Planning / Zoning: EHT TRACERIES 440 Massachusetts Ave, NW Washington, DC 20001

ELEVATIONS BASED ON ZONING MEASURING POINT. LOBB @ +0'-2" (ABOVE ZONING MEASURING POINT) STRUCTURAL FRAMING SHOWN FOR REFERENCE/COORDI EXISTING BUILDING ELEMENTS SHOWN IN APPROXIMATE L VERIFY EXISTING CONDITIONS FOR SHOP DRAWINGS. REFER TO A-400 FOR EXTERIOR ASSEMBLIES TYP. DETAIL FIRESTOP ALL PENETRATIONS @ RATE ASSEMBLIES.

110

PROJECT No: 70790 DRAWING TITLE:

PENTHOUSE SECTIONS

119'-4 1/2"

SCALE:

115

As indicated

305

A303

EXST ROOF 116' - 8"

ISSUE FOR PERMIT 06.21.2018

306

Acoustical Consultant: Network Technologies, INC. 1275 Shiloh Road, Suite 3020 Kennesaw, GA 30144

EXST ROOF 116' - 8" 306

Structural: Thornton Tomasetti 2000 L St., NW Suite 600 Washington, DC 20036

Code Consultant: Jensen Hughes 111 Rockville Pike, Suite 550 Rockville, MD 20850

Owner: 12 PENTHOUSE Global Holdings 118' - 8 1/2" Management Group 410 Park Avenue 20th Floor New York, NY 10022 EXST ROOF Construction Manager: 116' - 8" Pillar Development, LLC 5614 Connecticut Avenue, NW #305 306 Washington DC 20015

Code Consultant: Jensen Hughes 111 Rockville Pike, Suite 550 Rockville, MD 20850

116

B. C.

Envelope Consultant: Network Technologies, INC. 1275 Shiloh Road, Suite 3020 Kennesaw, GA 30144

132' - 8 1/2"

Envelope Consultant: Network Technologies, INC. 1275 Shiloh Road, Suite 3020 Kennesaw, GA 30144

119'-4 1/2"

305

VARIES

119'-2"

6' - 7 1/2"

301

EXST PARAPET 133' - 7 1/2"

116 EXISTING DECORATIVE PLASTER/WOOD CEILING ON 10TH FLOOR. PROVIDE SHORING & PROTECTION DURING CONSTRUCTION. NEW BULKHEAD @ EXISTING STAIR OPENING SWING GATE & MTL ACCESS LADDER DECORATIVE GRAVEL BORDER EXISTING ROOF EDGE OF NEW OPENING IN EXISTING ROOF. PROVIDE MISC. METAL SUPPORT FOR OPENING. TIE INTO PARTITION EXTERIOR WALL. MAINTAIN 1 HR FIRE RESISTANCE RATING & FLOOR/ROOF TRANSITION EXISTING HOISTWAY/EXTERIOR WALL COMPOSITE DECK SYSTEM ON ADJUSTABLE WD. DECK PEDESTALS ORNAMENTAL METAL RAILING EXISTING PARAPET WALL STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED FIREPROOFING. MTL COPING MTL. RIDGE CAPPING BENCHMARK ELEVATION BASED ON CIVIL ENGINEER SURVEY (NOTE, 2 INCHES ADDED TO ELEVATION BASED ON MEASURING POINT FOR ZONING (-2" FROM GROUND FLOOR)

308

8' - 9"

9' - 9 1/2"

1 A403

4' - 5"

C:\REVIT LOCAL\70790-900F Rooftop_m.sosa.rvt 7/11/2018 6:51:00 PM

309

305

WDF-05

102

308

9' - 9 1/2"

8' - 9"

1/4" = 1'-0"

WDF-04

EXST PARAPET 133' -ROOF 7 1/2"

ONE THOMAS CIRCLE, NW WASHINGTON, DC 20005 119'-4 1/2" T. 202.861.1325 F. 202.861.1326

304

24' - 11"

ROOFTOP 312 3D SECTION COLUMN LINE-G

302 KEY NOTES - SECTIONS

VARIES

PENTHOUSE COLUMN LINE - G

4' - 5"

119'-2"

KEY PLAN

EMR. 123' - 7"

Landscape: HITT 2900 Fairview Park Drive Falls Church, Virginia 22042

Lighting Consultant: MCLA 1000 Potomac St. NW, Suite 121 Washington, DC 20007 Food Service: The Design Difference 2020 K Street NW, Suite 600 Washington, DC 20006 Planning / Zoning: EHT TRACERIES 440 Massachusetts Ave, NW Washington, DC 20001

300

10 TENTH FLOOR 98' - 8 1/16"

GENERAL SHEET NOTES - SECTI

Civil / Site: VIKA Capitol, LLC 4910 Massachusetts Ave, NW Suite 214 Washington, DC 20016

309

ROOF 132' - 8 1/2"

1 308 A401

1.9

14' - 11"

8' - 1 1/4"

Construction Manager: Pillar Development, LLC 5614 Connecticut Avenue, NW #305 Washington DC 20015

SEAL

EXST PARAPET 133' - 7 1/2"

1 A403

Owner: Global Holdings Management Group 410 Park Avenue 20th Floor New York, NY 10022

102 EXISTING DECORATIVE PLASTER/WOOD CEILING ON 10TH FLOOR. PROVIDE SHORING & PROTECTION DURING CONSTRUCTION. 110 NEW BULKHEAD @ EXISTING STAIR OPENING 115 SWING GATE & MTL ACCESS LADDER 116 DECORATIVE GRAVEL BORDER 300 EXISTING ROOF 301 EDGE OF NEW OPENING IN EXISTING ROOF. PROVIDE MISC. METAL SUPPORT FOR OPENING. TIE INTO PARTITION EXTERIOR WALL. 302 MAINTAIN 1 HR FIRE RESISTANCE RATING & FLOOR/ROOF TRANSITION 303 EXISTING HOISTWAY/EXTERIOR WALL 304 COMPOSITE DECK SYSTEM ON ADJUSTABLE WD. DECK PEDESTALS 305 ORNAMENTAL METAL RAILING 306 EXISTING PARAPET WALL 308 STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED FIREPROOFING. 309 MTL COPING 310 MTL. RIDGE CAPPING 312 BENCHMARK ELEVATION BASED ON CIVIL ENGINEER SURVEY (NOTE, 2 INCHES ADDED TO ELEVATION BASED ON MEASURING POINT FOR ZONING (-2" FROM GROUND FLOOR)

EXST ROOF 116' - 8"

ONE THOMAS CIRCLE, NW WASHINGTON, DC 20005 T. 202.861.1325 F. 202.861.1326

KEY NOTES - SECTIONS

115

305

1/4" = 1'-0"

300

PROJECT TITLE: 300

PROJECT RIGGS

24' - 11"

300

11 MECH MEZZANINE 110' - 7 1/2"

11 MECH MEZZANINE

C:\REVIT LOCAL\70790-900F Rooftop_m.sosa.rvt 7/11/2018 6:51:00 PM

110' - 7 1/2" 900 F ST NW, WASHINGTON, DC 20004

PROJECT No: 70790 DRAWING TITLE:

102

PENTHOUSE SECTIONS

10 TENTH FLOOR 98' - 8 1/16" SCALE:

As indicated

A303

PENTHOUSEB COLUMN LINE - D Section 1

Section Axonometric

ISSUE FOR PERMIT

1/4" = 1'-0"

06.21.2018

300

10 TENTH FLOOR 98' - 8 1/16"

102

PENTHOUSE COLUMN LINE - G

1/4" = 1'-0"

KEY NOTES - SECTIONS

ROOFTOP 3D SECTION COLUMN LINE-G

Page 26 | Architecture Portfolio

Page 27 | 10

9.9

9.1

8.1

2.8

1.9

4 A405 5

102 EXISTING DECORATIVE PLASTER/WOOD CEILING ON 10TH F PROVIDE SHORING & PROTECTION DURING CONSTRUCTION 110 NEW BULKHEAD @ EXISTING STAIR OPENING 115 SWING GATE & MTL ACCESS LADDER 116 DECORATIVE GRAVEL BORDER 300 EXISTING ROOF 301 EDGE OF NEW OPENING IN EXISTING ROOF. PROVIDE MISC SUPPORT FOR OPENING. TIE INTO PARTITION EXTERIOR W 302 MAINTAIN 1 HR FIRE RESISTANCE RATING & FLOOR/ROOF T Architecture Portfolio 303 EXISTING HOISTWAY/EXTERIOR WALL 304 COMPOSITE DECK SYSTEM ON ADJUSTABLE WD. DECK PED 305 ORNAMENTAL METAL RAILING 306 EXISTING PARAPET WALL 308 STRUCTURAL STEEL FRAMING WITH SPRAY APPLIED FIREP 309 MTL COPING

HIGH TEMP SELF ADHERING MEMBRANE TRANSITION 1/2" SUBSTRATE BOARD

LAP ROOF MEMBERANE OVER SUBSTRATE BOARD AND EAVES HIGH TEMP SELF ADHERING FLASHING. MEMBRANE TRANSITION

HIGH TEMP SELF ADHERING MEMBRANE MTL PANEL.BOARD 1/2"ROOF SUBSTRATE

LAP/ MOISTURE ROOF MEMBERANE AIR BARRIER OVER SUBSTRATE BOARD AND EAVES FLASHING.

PANEL CLIP HIGH TEMP SELF RIGID INSULATION AT ADHERING MEMBRANE METAL DECK FLUTING MTL ROOF PANEL. HIGH TEMP SELF PANEL CLIP ADHERING MEMBRANE TRANSITION RIGID INSULATION AT METAL DECK FLUTING EPS INSULATION FILLER

DRIP ANGLE

AIR / MOISTURE BARRIER SST. EAVES FLASHING W/ DRIP EDGE DRIP ANGLE

CONT. SLOTTED DEFLECTION TRACK

1x6 PVC SMOOTH FINISH FASCIA BOARD W/ DRIP EDGE SST. EAVES FLASHING W/ DRIP EDGE CONT. TPO FASTENER PLATE

CONT. SLOTTED BENT PLATE CANT STRIP DEFLECTION TRACK

1x6 PVC SPLICE SMOOTH FINISH FASCIA WELDED BOARD W/ DRIP EDGE ROOF MEMBRANE

CONT. BOARD TPO FASTENER PLATE COVER WELDED SPLICE

MTL DECKING

10'-6"

MTL DECKING STRUCTURAL STEEL TUBE W/ SPRAY APPLIED FIRESTRIP PROOFING BENT PLATE CANT .20 GA 2-1/2" MTL STUDS WI/ SLOTTED DEFLECTION TRACK AT STRUCTURAL STEEL TUBE W/ TOP. SPRAY APPLIED FIRE PROOFING PAPER FACED BATT INSULATION

COVER BOARD ROOF MEMBRAED BASE TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL PUT-BT-02

1' -

EAVE FLASHING W/ DRIP 5"EDGE MTL. BOX GUTTER

10'-6"

1' -

DRIP ANGLE HANGING GUTTER BRACKET 36" OC. LAP ROOF MEMBRANE OVER BRACKETS

5" MTL. BOX GUTTER GWB SHEATHING HANGING GUTTER BRACKET 36"/OC. LAP ROOF MEMBRANE AIR MOISTURE BARRIER OVER BRACKETS TRANSITION MEMBRANE RIGID INSULATION

10"

.20 GA 2-1/2" MTL STUDS WI/ SLOTTED DEFLECTION TRACK 10AT TOP. IA702 PAPER FACED BATT INSULATION

ROOF MEMBRAED BASE TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL PUT-BT-02

10 1-1/2" X 1-1/2" STEEL TUBE IA702 BRACKETS AT 2'-0" ON CENTER

AIR / MOISTURE BARRIER / BARRIER

AIR /PVC MOISTURE 1x12 SMOOTH FINISH FASCIABARRIER BOARD W/ DRIP EDGE. MITRE TOP TO MEMBRANE MATCH TRANSITION SLOPE OF ROOF RIGID SHEATHING INSULATION PERFORATED MTL SOFFIT ON J-CHANNELS THROUGH WALL FLASHING

1 3/4"

MTL FRAMED GWB. SOFFIT

9'-6 1/2"ROD & SEALANT BACKER 1x12 SMOOTH FINISH PVC FASCIA BOARD W/ HEAD DRIP EDGE. CUSTOM .050" ALUM. TRIM MITRE TOP TO MATCH SLOPE OF ROOF SHEATHING LAP AIR / MOISTURE BARRIER OVER PERFORATED MTL ON J-CHANNELS ATTACHMENT FIN & SOFFIT FASTENERS

3 1/2"

CONT. L 3X3 X 1/4" STEEL HEADER

3 1/2"

1-1/2" X 1-1/2" STEEL TUBE MTL FRAMEDATGWB. SOFFIT BRACKETS 2'-0" ON CENTER

AIR / MOISTURE BARRIER / BARRIER

BACKER ROD & SEALANT CONT. ATTACHMENT FIN W/ PERIMETER SEAL, CUSTOM .050" ALUM. HEAD TRIM

MTL DECK

CONT. SEALANT LAP AIR / MOISTURE BARRIER OVER ATTACHMENT FIN & FASTENERS

1 3/4"

CUSTOM 0.050" ALUM JAMB/HEAD TRIM

THROUGH WALL FLASHING GWB SHEATHING

9'-6 1/2"

CONT. L 3X3 X 1/4" STEEL HEADER

MTL DECK

DATE ISSUE 06.21.2018 ISSUE FOR PERMIT 07.19.2018 ISSUE FOR SUBCONTRACTOR BID 2 09.25.2018 ADDENDUM 2 RESERVED FOR DCRA 8 02.08.2019 CCD04 NO. DATE ISSUE 06.21.2018 ISSUE FOR PERMIT 07.19.2018 ISSUE FOR SUBCONTRACTOR BID 2 09.25.2018 ADDENDUM 2 8 02.08.2019 CCD04

EPS INSULATION FILLER EAVE FLASHING W/ DRIP EDGE LAP ROOF MEMBRANE OVER AIR / MOISTURE BARRIER & DRIP ANGLE FASCIA

10"

ROOF MEMBRANE

RESERVED FOR DCRA NO.

HIGH TEMP SELF LAP ROOF MEMBRANE ADHERING MEMBRANEOVER AIR / MOISTURE BARRIER & TRANSITION FASCIA

1' - 0"

CONT.WINDOW ATTACHMENT FIXED UNIT FIN W/ PERIMETER SEAL,

SEAL

CONT. SEALANT

1/2" SUBSTRATE BOARD

CUSTOM 0.050" ALUM JAMB/HEAD TRIM

HIGH TEMP SELF ADHERING MEMBRANE

1' - 0"

FIXED WINDOW UNIT

SEAL

MTL ROOF PANEL. 1/2" SUBSTRATE BOARD FIXED WINDOW UNIT

CUSTOM .050" ALUM. TRIM.

2 -1/2" X 4" TUBE STEEL

KEY PLAN

4 1/4"

LAP AIR / MOISTURE BARRIER OVER ATTACHMENT FINS AND FASTENERS. CUSTOM .050" ALUM. TRIM. 3 1/2" ALUM MULLION COVER

RIGID INSULATION AT METAL DECK FLUTING PTD. HDWD 2 -1/2"FRAME X 4" TUBE STEEL

BENT MTL. CLOSURE PLATE

WELDED SPLICE COUNTER FLASHING ROOF MEMBRANE CONT. TPO FASTENER PLATE COVER BOARD

COMPOSITE MTL DECK STRUCTURAL STEEL W/ FIREPROOFING BENT MTL. CLOSURE PLATE

TAPERED INSULAION

11"

+/- 5"

5 1/2" EOS.

ROOF MEMBRAED BASE TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL UT-BT-02

*NOTE: DRAPERY BOTTOM TO HANG 1" ABOVE FINISHED FLOOR PER REQUIREMENTS OF BASEBOARD HEATER

TRANSITION @ WINDOW SILL 1Transition at Window Sill 3" = 1'-0"

TRANSITION @ WINDOW SILL 3" = 1'-0"

Page 28 | Architecture Portfolio

TPO ROOF MEMBRANE

DRAINAGE MATT & FILTER FABRIC

COVER BOARD GEOFOAM BUILD UP

1/2"

1/4":1-'0" SLOPE

WELDED SPLICE

12 PENTHOUSE 119' - 10 1/8"

COVER BOARD

REFER TOS STRUCTURAL DETAIL 5/S304 FOR DECK -BEAM ATTACHMENT DETAIL.

LAP AIR / MOISTURE BARRIER OVER ATTACHMENT FIN CUSTOM .050" ALUM. CASING TRIM BACKER ROD & SEALANT

TAPERED INSULAION AIR / VAPOR BARRIER

900 F ST NW, WASHINGTON, DC 20004 PROJECT No: 70790

1/2":1-'0" SLOPE

ROOF MEMBRANE BASE TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL UT-BT-2

CONT. CONCRETE CURB

AIR / MOISTURE BARRIER

DRAWING TITLE:

WALL SECTION PROJECT No: 70790 DETAILS WALL SECTION DETAILS

COMPRESSIBLE FIRESTOP

EXISTING ROOF ASSEMBLY SCALE:

SCALE:

REFER TOS STRUCTURAL DETAIL 5/S304 FOR DECK -BEAM ATTACHMENT DETAIL.

EXISTING PARAPET ASSEMBLY

3" = 1'-0"

A406 A406

EXISTING ROOF STRUCTURE

3" = 1'-0"

ISSUE FOR CONSTRUCTION

GROUT FILL

EXISTING PARAPET ASSEMBLY

DRAWING TITLE:

TOP OF BEAM

ROOF MEMBRAED BASE TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL UT-BT-02

COMPOSITE WD. DECK SYSTEM ON PEDESTAL

PROJECT RIGGS

TORCH APPLIED VAPOR ROOF MEMBRAED BASEBARRIER TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL UT-BT-02

*NOTE: DRAPERY BOTTOM TO HANG 1" ABOVE FINISHED FLOOR PER REQUIREMENTS OF BASEBOARD HEATER

CLOSURE TRIM TO MATCH WD. DECK & ATTACMENT CLIP BY DECK MANUF.

TAPERED INSULAION

5 1/2" EOS.

STRUCTURAL TOP OF BEAM STEEL W/ FIREPROOFING

VAPOR BARRIER

5" MIN DARK GREY POLISHED RIVER ROCK

PROJECT RIGGS

COMPOSITE MTL DECK

TAPERED INSULAION ROOF MEMBRAED BASE TIE IN DETAIL WITH WELDED SEAM BASED ON FIRESTONE DETAIL UT-BT-02

4 1/2"

11"

CORROSION RESISTANT ANCHOR

FASTNER AND SEAMPLATE

EDGE OF CURB

5 1/2"

ROOF MEMBRANE

GFCR COPING TRIM

2' - 7 3/4" VERIFY IN FIELD

THROUGH WALL FLASHING 12SST PENTHOUSE 119' THROUGH - 10 1/8" WALL FLASHING W/ SST. MTL DRIP COUNTER FLASHING COMPOSITE WD. DECK SYSTEM CONT. TPO FASTENER PLATE 12 PENTHOUSE 119' - 10 1/8"

5/8"

5 1/2"

SST. CURB FLASHING

1' - 3"

8 1/2"

FLOOR FINISH

SELFTHROUGH ADHEREING SST. WALL FLASHING W/ MEMBRANE TRANSITION MTL DRIP WEEP SCREED. COMPOSITE WD. DECK SYSTEM

VAPOR BARRIER WELDED SPLICE ROOF MEMBRANE COVER BOARD

9 1/2" 5/8"

1" 1"

3" BATT INSULATION

WEEP SCREED.BARRIER AIR MOISURE 1 1/2" RIGID INSULATION SST THROUGH WALL FLASHING

9 1/2"

5/8" GWBD ON .20GA 35/8" MTL STUDS FLOOR FINISH

1FOAM 1/2" RIGID INSULATION BUILD OUT W/ REINFORCED MESH SELF ADHEREING TERMINATION BAR MEMBRANE TRANSITION

4 1/2"

5/8" GLASS SHEATHING FOAM BUILDMAT OUT GYP. W/ REINFORCED MESH STO POWERWALL TERMINATION BAR CI (OUTBOUND) FINISH SYSTEM W/ DRAINAGE 2 SCREEN AIR MOISURE BARRIER

8 1/2"

PTD. 3/4" HDWD BASE TRIM. SCRIBE TO FLOOR. 3" BATT INSULATION

MORTAR

1' - 5 5/8"

5/8" GWBD ON .20GA 3BASEBOARD HEATER 5/8" MTL STUDS

3 1/2" ALUM MULLION COVER STONE LOOK, GFRC COPING

2 5/8"

STO POWERWALL CI (OUTBOUND) FINISH SYSTEM W/ DRAINAGE SCREEN

CONT.ATTACHMENT FIN. PROVIDE PERIMETER SEALS BETWEEN WINDOW ASSEMBLY AND AIR / MOISTURE BARRIER

+/- 3' - 6" VERIFY

2 1/4"

LAP AIR / MOISTURE BASEBOARD HEATER BARRIER OVER CURB & PTD. HDWD BASE TRIM. SILL3/4" BLOCKING SCRIBE TO FLOOR. ALUM. SILL EXTENDER

2' - 6"

+/- 5"

ALUM. EXTENDER CONT.SILL SEALANT

STO POWERWALL CI (OUTBOUND) FINISH SYSTEM 5/8" GLASS MATSCREEN GYP. SHEATHING W/ DRAINAGE

EXTERIOR METAL GUARD RAIL, REF A/407

+/- 3' - 6" VERIFY

LAP AIR / MOISTURE BARRIER OVER CURB & SILL BLOCKING

CASING TRIM

CONT. SEALANT

AIR / MOISTURE BARRIER STO POWERWALL CI (OUTBOUND) FINISH SYSTEM W/ DRAINAGE GLASS MATT SCREEN GYPSUM SHEATHING

ALUM. CLAD WD STOREFRONT DOOR

3' - 0"

3" = 1'-0"

SOFFIT @ WINDOW HEAD

+/- 5 1/2"

1' - 5"

5/8"

1' - 5"

+/- 5 1/2"

TRIM. 1"OVER PVC ATTACMENT BOARD AIR / MOISTURE BARRIER 1x12 SMOOTH FINISH PVC FASCIA BOARD W/ DRIP EDGE. MITRE TOP TO MATCH SLOPE OF ROOF SHEATHING GLASS MATT GYPSUM SHEATHING 1" PVC BOARD

3" = 1'-0"

Construction Manager: Owner: Dalton Advisory Group, LLC Global Holdings Management Group 3220 N Street NW, Unit 207 410 Park Avenue 20th Floor Washington DC 20007 New York, NY 10022 Envelope Consultant: CONT AIR MOISTURE BARRIER Construction Manager: Wis, Janney, Elstner Associates, Inc. WRAPPING BLOCKING & STEEL Dalton Advisory Group, LLC 2941 Fairview Park Drive, Suite 300 SUPPORT. 3220Church, N StreetVA NW, Unit 207 Falls 22042 Washington DC 20007 General Contractor: Envelope Consultant: Whiting-Turner Wis, Janney, Elstner Associates, Inc. 300 East Joppa Road 2941 Fairview Park Drive, Suite 300 Bethesda, MD 21286 Falls Church, VA 22042 Structural: General Contractor: DeSimone Consulting Engineers Whiting-Turner 140 Broadway, 25th Floor 300 York, East Joppa Road New NY 10005 Bethesda, MD 21286 Mechanical, Electrical & Plumbing: Structural: GHT Limited DeSimone Engineers 1110 N. GlebeConsulting Road, Suite 300 140 Broadway, 25th Floor Arlington, VA 22201 New York, NY 10005 FIXED WINDOW UNIT Lighting Consultant: Mechanical, Electrical & Plumbing: MCLA CONT.ATTACHMENT FIN. PROVIDE PERIMETER SEALS GHTPotomac Limited 1000 St. NW, Suite 121 BETWEEN WINDOW ASSEMBLY AND AIR / MOISTURE BARRIER 1110 N. Glebe Washington, DCRoad, 20007Suite 300 Arlington, VA 22201 STONE LOOK, GFRC COPING Food Service: LAP AIRWINDOW / MOISTURE FIXED UNITBARRIER OVER Lighting Consultant: AIR / VAPOR BARRIER The Design Difference ATTACHMENT FIN MCLA 2020 K Street NW, Suite 600 CONT.ATTACHMENT FIN. PROVIDE PERIMETER SEALS ROOF MEMBRANE 1000 Potomac NW, Suite 121 Washington, DCSt. 20006 BETWEEN WINDOW ASSEMBLY AND AIR / MOISTURE BARRIER Washington, DC 20007 ALUM. TRIM SILL EXTENDER Planning / Zoning: Service: SST. CURBFood FLASHING LAP AIR / MOISTURE BARRIER OVER EHT TRACERIES TERMINATION The Design Difference ATTACHMENTBAR FIN 440 Massachusetts Ave, NW 2020 K Street Suite 600 Washington, DCNW, 20001 AIR / MOISTURE BARRIER GFCR COPINGWashington, TRIM 1/4":1-'0" SLOPE DC 20006 AV Consultant: 1 1/2" RIGID INSULATION ALUM. TRIM SILL EXTENDER Planning / Zoning: Network Technologies, INC. LAP ADDTIONAL AIR / MOISTURE BARRIER FASTNER ANDEHT SEAMPLATE TRACERIES 1275 Shiloh Road, Suite 3020 Kennesaw, GA 30144 TERMINATION BAR BACKER ROD & SEALANT 440 Massachusetts Ave, NW Washington, DC 20001 AIR THROUGH / MOISTURE BARRIER Code Consultant: SST WALL FLASHING W/ MTL DRIP ROOF MEMBRAED BASE TIE Consultant: 1 1/2" RIGID INSULATION IN DETAIL AV WITH WELDED Jensen Hughes COMPOSITE WD. DECK SYSTEM SEAM BASED Network ON FIRESTONE Technologies, 111 Rockville Pike, Suite 550 INC. LAP ADDTIONAL AIR / MOISTURE BARRIER DETAIL PUT-BT-2 1275 Shiloh Rockville, MDRoad, 20850Suite 3020 Kennesaw, GA 30144 BACKER ROD & SEALANT 12 PENTHOUSE 119' - 10 1/8" Code Consultant: SST THROUGH WALL FLASHING W/ MTL DRIP Jensen Hughes ROOF MEMBRANE COMPOSITECOUNTER WD. DECKFLASHING SYSTEM 111 Rockville Pike, Suite 550 CONT. TPO FASTENER PLATE Rockville, MD 20850 WELDED SPLICE 12 PENTHOUSE 119' - 10 1/8" PROJECT TITLE: COVER BOARD WELDED SPLICE COUNTER FLASHING ROOF MEMBRANE 4" ROOF INSULATION CONT. TPO FASTENER PLATE COVER BOARD AIR/ VAPOR BARRIER PROJECT TITLE: TAPERED INSULAION 1/4" SUBSTRATE BOARD WELDED SPLICEVAPOR BARRIER TORCH APPLIED 900 F ST NW, WASHINGTON, DC 20004 ROOF MEMBRANE COVER BOARD

Soffit at@ Window Head SOFFIT WINDOW HEAD

XPSSMOOTH INSULATION 1x12 FINISH PVC FASCIA BOARD W/ DRIP EDGE. MITRE TOP TO MATCH OF ROOF SHEATHING LAP AIRSLOPE / MOISTURE BARRIER

5/8"

CONT AIR MOISTURE BARRIER WRAPPING BLOCKING & STEEL SUPPORT.

TRANSOM MULLION @ DOOR HEAD

Owner: ONE THOMAS CIRCLE, NW Global Holdings Management WASHINGTON, DC 20005 Group T. 202.861.1325 410 Park Avenue 20th Floor 202.861.1326 New York, NYF.10022

CONT. SEALANT

TRANSOM MULLION @ DOOR HEAD

BRACKET 36" OC. LAP XPS INSULATION ROOF MEMBRANE OVER BRACKETS LAP AIR / MOISTURE BARRIER 2 OVER ATTACMENT TRIM.

ONE THOMAS CIRCLE, NW WASHINGTON, DC 20005 T. 202.861.1325 F. 202.861.1326

3 1/2" ALUM MULLION COVER

ALUM. CLAD DOOR

HANGING GUTTER BRACKET 36" OC. LAP ROOF MEMBRANE OVER 5" MTL. BOX GUTTER BRACKETS

KEY PLAN

CONT. SEALANT LAP AIR / MOISTURE BARRIER OVER ATTACHMENT FINS AND FASTENERS.

ALUM. CLAD DOOR PTD. HDWD FRAME

DRIP ANGLE EAVE FLASHING W/ DRIP EDGE. LAP MEMBRANE OVER EAVE FLASHING. 5" MTL. BOX GUTTER DRIP ANGLE

HANGING GUTTER

4 1/4"

1' - 5"

HIGH TEMP SELF ADHERING MEMBRANE EAVETRANSITION FLASHING W/ DRIP EDGE. LAP MEMBRANE OVER EAVE FLASHING.

1' - 5"

PANEL CLIP HIGH TEMP SELF ADHERING RIGID INSULATION AT MEMBRANE METAL DECK FLUTING MTL ROOF PANEL. HIGH TEMP SELF ADHERING MEMBRANE PANEL CLIPTRANSITION

PARAPET AT EXISTING ROOF

07.26.2019 1 1/2" = 1'-0"

ISSUE FOR CONSTRUCTION 07.26.2019

A. B. C. D. E.

REMOVE EXISTING MODIFIED BITUMINOUS MEMBRANE ASSEMBLY FROM PARAPET. SEAL VERTICAL JOINTS WITH COMPATIBLE SELANT PRIOR TO APPLICATION OF MEMBRANE. PROVIDE COMPATIBLE LEVELING MATERIAL TO AVOID AIR POCKETS OR DEPRESSIONS COPING STONE ATTACMENT AND ANCHOR BOLT SERUCREMENT BY GFRC FABRICATOR. TO COMPLY WITH UPLIFT REQUIREMENTS. PROVIDE CONTINUOUS BEAD OF WATERBLOCK SEALANT ALNOG ENTIRE DEGE OF WALL AND AT ALL ANCHORS TERMINATE MEMBRANES ON AND FASTEN FLASHING TO VERICAL SURFACE CORROSION RESISTANT ANCHOR

EXISTING ASSEMBLY SHOWN BASED ON INCOMPLETE HISTORICAL DRAWINGS AND DO NOT REPRESENT VERIFIED CONDITIONS. CONNECTION DETAILS WILL VARY BASED ON MORE ACCURATE SURVEY OF EXISTING CONDITIONS REQUIRED FOR SHOP DRAWINGS. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

Parapet at Rooftop Terrace

PARAPET @ROOFTOP TERRACE 1 1/2" = 1'-0"

Page 29 | Architecture Portfolio H

G.8

G.7

PERIMETER WALL @ WIN 3" = 1'-0"

GENERAL NOTES - EXTERIO

ROOFTOP NW

KEY NOTES - EXTERIOR EL Page 30 | Architecture Portfolio

Page 31 | Architecture Portfolio

2.8

1.9

126 ALUMINUM BOX GUTTER. 127 3" DIA DOWNSPOUT DISCHARGE ON LOWER ROO DECK

03 Parra Renovation B

Project Description The client's passion for the sincerity of the construction materials and textures were the leading themes for the development of the interior design concept. Parting from exposing brick walls, to using raw metals and wood for furniture, accessories and

lighting fixtures, the design begins its journey form the most import part of the client's home: the kitchen. A place of gathering and entertaining, the aspirations were to make this a center piece from where the rest of the renovation would develop. Working closely with the client throughout the design process, key elements were highlighted such as simplicity, airiness, brightness, and openness. Balancing dark raw materials with defining accents such as gold, bronze, polished chrome, and a subtle but ambient inductive lighting design.

Project Name Parra Renovation 2019 Guayaquil, Ecuador Clients Name

Floor Plan

Santiago Parra Private client Project Description Interior Renovation Tasks Concept design, 3d modeling and rendering, presentation, construction documents

Page 32 | Architecture Portfolio

Section A

Section B

Page 33 | Architecture Portfolio

04 Concrete Elegance

Floor Plan

Section A

Project Description The place was purchased by the client as a clean canvas where he wanted to create an environment of a minimal industrial loft. Provided that the space was narrow but with a high ceiling, it was advantageous to play with color, materials, and pieces of furniture that will

Project Name Concrete Elegance 2019 Andres Rumbea Guayaquil, Ecuador

give the illusion of a much bigger space.

Team

The color palette was inspired by the existing

Marco Sosa

concrete walls and floors, acting as a stage for

Daniela Flores

the furniture and casework pieces that would play the role of fluid dividers. The different

Project Description

types of wood tones move as a gradient along

Interior Design, Residential

the narrow space. The white kitchen cabinets and back splash together with a plain white

Tasks

ceiling reflects the light throughout the long

Concept design, 3d modeling and

loft, completely transforming a grayish bunker

rendering, presentation, construction

into an elegant concrete gallery.

documents

Page 34 | Architecture Portfolio

Page 35 | Architecture Portfolio

2 IA-021 -

18950 6450

3750

3743

3957

Perkins Eastman GYE Office A

6000

NOT IN SCOPE

12000

4 IA-021 -

3 IA-021 -

6000

C:\REVIT LOCAL\BUENAVISTA PLAZA OFFICE_m.sosa.rvt 11/6/2020 10:40:02 AM

EXISTING FLOOR PLAN

PLANTA EXISTENTE

Perkins Eastman

fluent, economically active part of the city. One

Samborondon, Ecuador

space seeks to attain a Silver LEED certification. The new layout embraces an open floor plan, with co-working spaces, flexible conference room that can turn into a classroom, pantry overlooking the city life, and a relaxation room for informal meetings, meditation, and nursing.

Page 36 | Architecture Portfolio

ECUADOR OFFICE

Certification Level: CERTIFIED with a possibility to be SILVER

to a new office space in Samborondon: and af-

strict sustainability strategies, the new office

Server Room

Perkins Eastman GYE Office 2021

ficiency, as well as the environment. Following

Perkins Eastman's Ecuadorian branch relocated

benefit the employees overall well-being and ef-

Project Name

was to create a holistic workspace that would

Existing Floor Plan

1 IA-021 -

1 : 100

Project Description

of the main characteristics that was sought after

ECUADOR OFFICE

LEGEND Certification Level: CERTIFIED with a possibility Conference Room to beWellness SILVER Room

2 Printing Room 6

Hallway All Gender WC

Server Room

Team Perkins Eastman

Conference Room

Hallway

Storage Closet

Server Room

WC Conference Room

ADA WC

2 Printing Room

LEGEND

Wellness Room

Wellness Room 3

Interior Design, Workspace

Hallway All Gender WC

Server Room Printing Room

Tasks

ADA WC

Concept design, Schematic design,

coordination, construction adm.

Pantry 4

documents, engineering and LEED

Hallway

Storage Closet

design development, construction

Pantry

Workstations Conference Room

Project Description

Printing Room

Pantry

Workstations

Wellness Room 3

Proposed Floor Plan

Pantry

Page 37 | Architecture Portfolio

ESQUINA DE TUMBADO

O MELAMINA

SUBWAY TILES

AZULEJOS DE PARED

TION VIEW - LIGHTING AT NICHE

SCHED. LIGHTING FIXTURE CABLE

SECTION VIEW - COVE TO WALL

1 : 10

OPEN CEILING PENDANT LIGHT FIXTURE TYP.

SEAL

1 : 10

CORTE -- LUZ INDIRECTA CONTINUA EN PARED

-- LUZ INDIRECTA EN NICHO

AIR HANDLING UNIT

KEY PLAN

Av. Rodrígo Chávez González Parque Empresarial Colon, Edif. Coloncorp Mezz 1 Guayaquil, Ecuador T. +593 4 213 6275

1220

Owner: PERKINS EASTMAN CC Buena Vista Plaza Edificio 4 Of. #6-10. Samborondon, Ecuador Construction Manager: PONCE 3 Urdesa Norte Av. 2nda #329 y Calle 6ta. Guayaquil, Ecuador Mechanical: SISCLIMA Cdla. La Fae Mz. 40 villa 15. Guayaquil, Ecuador

511

Plumbing: INSTALASA La Garzota Mz. 103 solar 13. Guayaquil, Ecuador Electrical: DESINELEC Km. 10 via Sambo. Edif. Plaza Proyecto P. 3 Of. 91. Samborondon, Ecuador

1500

AIR HANDLING UNIT

Lighting Consultant: BOLD LLC 227 West 29th Street, 8th Floor. NY, NY 10001

ETAIL

LEED Consultant: ANA CRISTINA MUNOZ

PROJECT TITLE:

PERKINS EASTMAN GYE OFFICE RELOCATION

1852

1762

198

BUENA VISTA PLAZA EDIFICIO 4 URBANIZACION ENTRERIOS

OPEN

PROJECT No: GLI04.00.E DRAWING TITLE:

TOP OF WALL

CEILING DETAILS

GYP. BOARD MTL. STUD SCHEDULED CLG SEE RCP

1 B

SERVER ROOM

SCALE:

ECUADOR OFFICE

IA-604

New AHU platform

AHU TERRACE 1 : 10

C B

3 IA-604

1950

1200

NIVEL PISO TERMINADO

4560

CUBIERTA

Bathroom

NIVEL PISO TERMINADO

LEVEL 2

FINISH LEVEL 8.350

LEVEL 2 8.300

Section A

BUILDING SECTION - EAST VIEW 3 1 : 50 SECCION - VISTA OESTE BUILDING SECTION - WEST VIEW

SECCION - VISTA ESTE

1 : 50

ECUADOR OFFICE

---

2 FINISH LEVEL Room Conference 8.350

7Hallway

Av. Rodrígo Chávez González Parque Empresarial Colon, Edif. Coloncorp Mezz 1 Guayaquil, Ecuador T. +593 4 213 6275

FINISH LEVEL 8.350 LEVEL 2 8.300

3 7

2 6

PERKINS EASTMAN GYE OFFICE RELOCATION 4

ROOF PLAN 13.770

Page 38 | Architecture Portfolio

CUBIERTA

ROOF 11.500

3 Wellness Room 3 NIVEL PISO TERMINADO

FINISH LEVEL 8.350 LEVEL 2 8.300

LEED Strategies

1 : 50

ROOF PLAN 13.770

Wellness Room

LEED Consultant: ANA CRISTINA MUNOZ

SECCION - VISTA SUR

.sosa.rvt

Energy star appliances

Storage Closet

Av. Rodrígo Chávez González Parque Empresarial Colon, Edif. Coloncorp Mezz 1 Guayaquil, Ecuador T. +593 4 213 6275

LEGEND B

9 Construction Manager: PONCE 3 Urdesa Norte Av. 2nda #329 y Calle 6ta. Guayaquil, Ecuador Mechanical: SISCLIMA Cdla. La Fae Mz. 40 villa 15. Guayaquil, Ecuador Plumbing: INSTALASA La Garzota Mz. 103 solar 13. Guayaquil, Ecuador Electrical: DESINELEC Km. 10 via Sambo. Edif. Plaza Proyecto P. 3 Of. 91. Samborondon, Ecuador Lighting Consultant: BOLD LLC 227 West 29th Street, 8th Floor. NY, NY 10001

Printing Room 6 WC ADA Hallway

10 Hallway

Daylight

Individual lighting controls

Occupancy sensor Recycle bins

4 8 C

ADA WC

Pantry 4

Non smoking signs

Energy star appliances

Pantry ADA WC

Occupancy sensor

Permanent entry way Recycle bins system 3 meters Water efficient fixtures

Storage Closet

Individual lighting controls

ADA 6 WC

Green Educational Program Signage

Non smoking signs

Daylight D

Pantry

Green Educational Program Signage

4 C

LEED Consultant: ANA CRISTINA MUNOZ

PROJECT TITLE:

PROJECT No: GLI04.00.E CUBIERTA

ROOF

Water efficient fixtures A

Printing Room

BUENA VISTA PLAZA EDIFICIO 4 URBANIZACION ENTRERIOS

CUBIERTA

DRAWING TITLE:

Permanent entry way system 3 meters

7Hallway N KEY 10PLAN

PERKINS EASTMAN GYE OFFICE RELOCATION

BUENA VISTA PLAZA EDIFICIO 4 URBANIZACION ENTRERIOS

ROOF 11.500

LEGEND

Server Room

All Gender WC Owner: 9 PERKINS EASTMAN CC Buena Vista Plaza Edificio 4 Of. All Gender WC #6-10. Samborondon, Ecuador

Lighting Consultant: BOLD LLC 227 West 29th Street, 8th Floor. NY, NY 10001

SECCION - VISTA SUR

Wellness Room

Electrical: DESINELEC Km. 10 via Sambo. Edif. Plaza Proyecto P. 3 Of. 91. Samborondon, Ecuador

NIVEL PISO TERMINADO

All Gender WC

PROJECT TITLE:

Storage Closet

Conference Room

Construction Manager: PONCE 3 Urdesa Norte Av. 2nda #329 y Calle 6ta. Guayaquil, Ecuador

Pantry

Conference Room

Plumbing: INSTALASA La Garzota Mz. 103 solar 13. Guayaquil, Ecuador

BUILDING SECTION - SOUTH VIEW

Server Room

All Gender WC

Mechanical: SISCLIMA Cdla. La Fae Mz. 40 villa 15. Guayaquil, Ecuador

SECCION - VISTA ESTE

ROOF 11.500

1 : 50

Printing Room

Workroom

SEALRoom Printing

CUBIERTA

BUILDING SECTION Section B - SOUTH VIEW

Conference Room

Owner: PERKINS EASTMAN CC Buena Vista Plaza Edificio 4 Of. #6-10. Samborondon, Ecuador

LEVEL 2 8.300

ROOF PLAN 13.770

Lobby

4 Server Room

7 NIVEL PISO TERMINADO

SEAL

ROOF PLAN 13.770

Wellness Room

1 : 50

7 2

BUILDING SECTION - EAST VIEW

6 2

Server Room

ECUADOR OFFICE

TOPE DE VIGA

TOP OF BEAM

11.400

KEY PLAN

ISSUE

NIVEL PISO TERMINADO

8.300 Server

DATE

A 3 IA-604

A new HVAC system that --meets energy and filtration requirements. 30% or more FINISH LEVEL 8.350 fresh air, 50-70% humidity, 3 LEVEL 2 8.300 renovations per hour, MERV 13 filters, ASHRAE 62.1-2010 compliant.

Pantry

FINISH LEVEL 8.350

SECCION - VISTA OESTE

NO.

TOPE DE VIGA

ROOF TOP OF BEAM 11.500 11.400

Printing Room

TOP OF BEAM 11.400

1200

1950

CUBIERTA

ROOF TOP OF BEAM 11.500 11.400

ISSUE

2 IA-604

1 IA-604

DATE

06/15/2020

Healthier & Efficient Air flow

2 IA-604

4560

NO.

CONSTRUCTION DOCUMENTS

ECUADOR OFFICE

1 : 10

PROJECT No: GLI04.00.E

Page 39 | Architecture Portfolio

517

LIVING ROOM INTERIOR ELEVATION 2A

DATE

Owner: PERKIN CC Buena #6-10. Sa

ISSUE

Owner: PERKINS EASTMAN CC Buena Vista Plaza Edificio 4 Of. #6-10. Samborondon, Ecuador

IA-500

LT-16 Z: 011

WD-02

Potential conference/ classroom space

CONFERENCE ROOMS 23

ESS ROOM

BIENESTAR

2493

2540

LT-14 Z: 009

563

LT-11 Z: 009/010

SCALE:LT-14

LT-11 Z: 009/010

1 : 50

Z: 009

LT-14 Z: 009

1 IA-700

1725

ELEVACION INTERIOR SALA DE REUNIONES 1B

LT-14 Z: 009

HSS 8"X6" BEAM

WALL

4357

3300

C LT-14 Z: 009

1057

300

SCHEDULED CLG

300

INTERRUPTOR

TOMACORRIENTES

WALL OUTLET

ELEVACION INTERIOR SALA DE REUNIONES 1A

517

1 : 50

RUEDA DE 4"

SHIELDING TO MATCH TUMBADO REFLEJADO CUARTOS DE CONFERENCIA Y BIENESTAR BOOKCASE 5

Detail - movable bookcase SECTION VIEW 2 - SLIDING BOOKCASE 1 : 10

700

2058 1975 1975

1950 4357 2650

IA-500

RCP CONFERENCE/WELLNESS ROOM

1 : 50

CONFERENCE ROOMS 1 : 50

PLANTA SALA DE REUNIONES

TUMBADO REFLEJADO CUARTOS DE CONFERENCIA Y BIENESTAR

WHEEL. 4"ROOMS DIAMETER CONFERENCE WHEEL RUEDA DE 4"

SHIELDING TO MATCH

PLANTA SALA DE REUNIONES BOOKCASE RECUBIRMIENTO DEL MISMO COLOR QUE EL LIBRERO

DATE

ISSUE

PERKINS EASTMAN GYE OFFICE RELOCATION BUENA VISTA PLAZA EDIFICIO 4 URBANIZACION ENTRERIOS FACE OF WINDOW BEYOND

PROJECT No: GLI04.00.E

VENTANA MAS ATRAS

NEUTRAL OAK MT FORMICA EDIMCA PUSH SYSTEM

ABERTURA POR EMPUJE

BLOCKING AS REQ'D

MADERA DE SOPORTE

1 : 50

IA-501

SCHEDULED TRASH CAN. SEE EQUIPMENT SPEC. FOR MORE INFORMATION

TARRO DE BASURA. VER ESPECIFICACIONES DE EQUIPAMIENTO PARA MAS INFORMACION.

NEUTRAL OAK MT FORMICA EDIMCA

CONSTRUCTION DOCUMENTS DOCUMENTOS DE CONSTRUCCION

SEAL

06/15/2020

SECTION VIEW 1 - SLIDING BOOKCASE

1 : 10

BLOCKING AS REQ'D

MADERA DE SOPORTE

RECYCLE BIN - DETAIL TYP. 1 : 10

DETALLE TIPICO DE TACHO DE RECICLAJE

DETALLE DE LIBRERO DESLIZANTE

KEY PLAN

Page 40 | Architecture Portfolio

Av. Rodrígo Chávez González Parque Empresarial Colon, Edif. Coloncorp Mezz 1 Guayaquil, Ecuador T. +593 4 213 6275

SCHEDULED CLG

WHITE PLYWOOD OR MELAMINE

PLYWOOD O MELAMINA COLOR BLANCO

ENL ELE

NO.

SEE RCP VER PLANOS DE CIELO RASO 232

700

CR INTERIOR ELEVATION 1A

102

RECUBIRMIENTO DEL MISMO COLOR QUE EL LIBRERO

DRAWING

PROJECT TITLE:

SCALE:

PROJEC

SCALE:

BOOKCASE NEUTRAL OAK MT FORMICA PELIKANO

1 : 50

PLANTA

PLANTAS Y ELEVACIONES

BLOCKING

C LT-14 Z: 009

ENLARGED PLANS & ELEVATIONS

PLATE FIXED CASTER

RCP CONFERENCE/WELLNESS ROOM 120

PLATE FIXED CASTER WHEEL. 4" DIAMETER WHEEL

IA-500 BECKER MONOPLAN TYPE685 VERTICAL SECTION OPTION 2 TRACK

143

1 : 50

120

SEE RCP

VER PLANOS DE CIELO RASO

BECKER MONOPLAN TYPE 85 VERTICAL SECTION OPTION 2 TRACK BOOKCASE NEUTRAL OAK MT RH FORMICA EDIMCA

CR INTERIOR ELEVATION 1A

IA-501

SEE RCP

VER PLANOS DE CIELO RASO

LIGHT SWITCH

HEIGHT AS SCHEDULED

2530

SS-01

WD-02

P-2

LT-14 Z: 009 LT-13 Z: 010

WALL OUTLET

DRAWING TITLE:

SCHEDULED CLG

WC-01

BUENA URBAN

2 IA-700

IA-501

BEAM BEYOND

893

LT-14 Z: 009

GUIA SUSPENDIDA DE LA VIGA, CON UNA VARILLA ROSCADA M10 Y PLACAS DE ACERO. 2650

GUIA SUSPENDIDA DE LA VIGA, CON UNA LT-13 VARILLA ROSCADA M10 Y LT-13 PLACAS DE ACERO. Z: 010 Z: 010

BORDER BRUSH

SINGLE POINT - TRACK SUSPENDED FROM BEAM WITH M10 THREADED ROD AND2STEEL PLATES. SUSPENSION IA-700 INCORPORATES A SINGLE SKIN PLASTERBOARD BAFFLE

RH NEUTRAL OAK FACE COVER

LT-14 Z: 009

6 IA-701

LT-13 Z: 010

LEED Consultant: ANA CRISTINA MUNOZ

VIGA METALICA DE 8X6 PULGADAS

650

6 IA-701

LT-13 Z: 010

PROJECT

PER GYE REL

LT-14 Z: 009

INTERRUPTOR

Lighting Consultant: BOLD LLC 227 West 29th Street, 8th Floor. NY, NY 10001

CONNECTION TO EXISTING CONCRETE B BEAM WILL BE DONE BY STEEL PLATE AND ANCHOR BOLTS. CONNECTION TO NEW STEEL BEAMS WILL BE DONE BY WELDING

8 IA-701

LT-14 Z: 009

VIGA METALICA DE 8X6 PULGADAS

BOOKSHELF

---

J3 IA-601

LT-12 Z: 006/007/008 H: 2.80M AFF

LIGHT SWITCH

P-2

ELEVACION INTERIOR SALA DE REUNIONES 1A

1D IA-501 1B

LT-13 Z: 010

HSS 8"X6" BEAM

LEED Con ANA CRI

J3 IA-601

LT-14 Z: 009 LT-13 Z: 010

LT-14 Z: 009

Electrical: DESINELEC Km. 10 via Sambo. Edif. Plaza Proyecto P. 3 Of. 91. Samborondon, 1 : 50 Ecuador

LT-13 Z: 010

Lighting Co BOLD LL 227 West NY, NY 10

Plumbing: INSTALASA La Garzota Mz. 103 solar 13. Guayaquil, Ecuador

LT-14 Z: 009

CONSTRUCTION DOCUMENTS 2590 DOCUMENTOS DE CONSTRUCCION

SINGLE POINT - TRACK SUSPENDED FROM BEAM WITH M10 THREADED ROD LT-13 Z: 010 AND STEEL PLATES. SUSPENSION INCORPORATES A SINGLE SKIN LT-14 PLASTERBOARD BAFFLE Z: 009

WALL OUTLET

EXISTING CONCRETE BEAM

P-1

2493

2530

WD-02

LT-14 Z: 009

WALL OUTLET

TOMACORRIENTES

Mechanical: SISCLIMA Cdla. La Fae Mz. 40 villa 15. Guayaquil, Ecuador

4150

LT-13 Z: 010

DATA OUTLET

Electrical: DESINEL Km. 10 via P. 3 Of. 91

LT-14 Z: 009

417 50 417

LT-12 Z: 006/007/008 H: 2.80M AFF

IA-501

LT-14 Z: 009 LT-13 Z: 010

LT-13 Z: 010

Owner: PERKINS EASTMAN CC Buena Vista Plaza Edificio 4 Of. WC-01 #6-10. Samborondon, Ecuador

1725

1D IA-501 1B

2590

Plumbing: INSTALA La Garzot Ecuador

LT-14 Z: 009

---

A1 LT-12 Z: 006/007/008 H: 2.80M AFF

1 : 50

Construction Manager: PONCE SS-01 3 Urdesa Norte Av. 2nda #329 y Calle 6ta. Guayaquil, Ecuador

WALL 3 OUTLET

CR INTERIOR ELEVATION 1B 1B 1 : 50 Elevation - Glass door and TV console Interior

LT-13 Z: 010

LT-14 Z: 009

DATA OUTLET

2540

2530 86 25

LT-11 Z: 009/010

LT-14 Z: 009

417

LT-13 Z: 010

ELEVACION INTERIOR SALA DE REUNIONES 1C

100

TOMACORRIENTES

PLANTAS Y ELEVACIONES

DATA OUTLET

WALL OUTLET

CONNECTION TO EXISTING CONCRETE06/15/2020 BEAM WILL BE DONE BY STEEL PLATE LT-14 LT-14 AND Z: 009 Z: 009 ANCHOR BOLTS. LT-13 LT-13 Z: 010 CONNECTION TO NEW STEEL BEAMS WILL Z: 010 BE DONE BY WELDING

1 : 50

DATA OUTLET

1129

P-2

ENLARGED PLANS & ELEVATIONS 1129

P-1

417

DRAWING TITLE:

1129

564

86 50 417

PROJECT No: GLI04.00.E

1 : 50

CR INTERIOR PLANTAELEVATION SALA DE REUNIONES1C

WD-04

WD-02

2530

D 1 IA-700

LT-14 Z: 009

Mechanica SISCLIM Cdla. La F Ecuador

4150

LT-13 Z: 010

61 21

517

LT-11 Z: 009/010

LT-14 Z: 009 LT-13 Z: 010

LT-13 Z: 010

557

P-2

517

LT-14 Z: 009

CR INTERIOR ELEVATION 1C

1057

563

LT-11 Z: 009/010

LT-13 Z: 010

Av. Rodrígo Chávez González Parque Empresarial Colon, Edif. Coloncorp Mezz 1 Guayaquil, Ecuador T. +593 4 213 6275

2 IA-700

2058

517

6 IA-701

ELEVACION INTERIOR SALON 2C

1392

1129

LT-11 Z: 009/010

LT-13 Z: 010

1950

517

1129

650

1129

KEY PLAN

650

517

650

517

BUENA VISTA PLAZA EDIFICIO 4 URBANIZACION ENTRERIOS

IA-501 50

LT-16 Z: 011

BOOKSHELF

417

893

PERKINS EASTMAN GYE OFFICE RELOCATION CONFERENCE / LIVING ROOM

120 23

1 IA-700

LT-13 Z: 010

700

3300

517

ELEVACION INTERIOR SALA DE REUNIONES 1C SEAL

1975

2650

2 IA-700

LT-14 Z: 009

564

ELEVACION INTERIOR SALON 2A

517

PROJECT TITLE:

C:\REVIT LOCAL\BUENAVISTA PLAZA OFFICE_m.sosa.rvt 11/6/2020 10:41:26 AM

650

4357

6 LIVING ROOM INTERIOR ELEVATION 2A 2AIA-701 1 : 50

650

1392

2 IA-700 1950

1975

517

1975

50 417 50 417 50 417 50

LT-12 Z: 006/007/008 H: 2.80M AFF

WD-02

517

LT-14 Z: 009

ELEVACION INTERIOR SALA DE REUNIONES 1D

J3 IA-601

WALL OUTLET

LEED Consultant: ANA CRISTINA MUNOZ

700

1 IA-700

CR INTERIOR ELEVATION 1D

1D IA-501 1B

517

WD-02

Lighting Consultant: BOLD LLC 227 West 29th Street, 8th Floor. NY, NY 10001 1 : 50

P-1

700

14 09

Constructio PONCE 3 Urdesa No Guayaquil

3300

1975

2058

Electrical: DESINELEC Km. 10 via Sambo. Edif. Plaza Proyecto P. 3 Of. 91. Samborondon, Ecuador

517

1725

14 09

P-2

Plumbing: INSTALASA La Garzota Mz. 103 solarWALL 13. Guayaquil, OUTLET Ecuador TOMACORRIENTES

WD-02

517

ALL CABINET HARDWARE TO BE FLUSH MOUNTED TO ALLOW BOOKCASE TO PASS

885

A1 LT-12 Z: 006/007/008 H: 2.80M AFF

700

11 09/010

4150

885

EM 563

Mechanical: SISCLIMA P-1 Cdla. La Fae Mz. 40 villa 15. Guayaquil, Ecuador

8139

1 IA-700

100

Construction Manager: PONCE 3 Urdesa Norte Av. 2nda #329 y Calle 6ta. Guayaquil, Ecuador

143

1392

NO.

A P E G T

ELEVACION INTERIOR SALON 2C

ELEVACION INTERIOR SALON 2A

Av. Rodrígo Chávez González Parque Empresarial Colon, Edif. Coloncorp Mezz 1 Guayaquil, Ecuador T. +593 4 213 6275

conference/class.room

ELEVACION INTERIOR SALON 2C

CONFERENCE / LIVING ROOM

1 : 50

893

KEY PLAN

1 : 50

ELEVACION INTERIOR SALON 2C

CONFERENCE / LIVING ROOM

LIVING ROOM N INTERIOR ELEVATION 2C

8139

Make it Flexible

2 IA-700

650

SEAL

INTERRUPTOR

WD-02

50 417 50 417 50 417 50

LIGHT SWITCH

650

P-1

GYP. SOFFIT

Owner:

Page 41 | Architecture Portfolio

CONST DOCUME

06/15/2

06 Stanford Health Care Hospital Extensions Project Description Stanford Healthcare Hospital's extensions were designed following an agreed-upon value system that focuses on specific guiding principles: Maximize patient and staff safety; promote education and learning; provide an exeptional experience; and enhance collaborative and efficient workflow. In this way, the projects promotes a quiet environment that offers minimized and optimized movements and better patient healing with well-lit and ergonomic spaces. The journey throughout the building is effortless and effective, with supportive interaction and communication among patient, family and staff. It includes flexible, multi-purpose spaces for education and learning. It also creates a healthy working environment that attracts and retains talent.

science + compassion + garden Project Name Hospital Extensions 2018-Present Stanford Healthcare Stanford, California, USA Team Perkins Eastman Project Description Healthcare / Renovation-Addition Tasks Design Development, Construciton Documents, Engineering Coordination

Page 42 | Architecture Portfolio

Page 43 | Architecture Portfolio

Site Plan & Program

D3 1ST LEVEL ICU 10

PSYCH

ACU 9

POS/ACU

PSYCH

ACU 17

BEDS

Ground Level

BEDS

NSH 368 DEF (GBR) 200 PSYCH 30 TOTAL BEDS 598

BED USE AND ASSIGNMENTS OPTION B

ACU 16

ACU 9

BMT 9

ACU 17

ACU 16

BMT 17

BMT 16

ACU 16

BMT 17

ICU 10

ACU 9

ICU 10

ACU 9

POS/ACU

PSYCH

ICU 10

EG NSH 368 FG DEF (GBR) 200 GROUND LEVEL PSYCH 30

BED USE ANDJUNEASSIGNMENTS 12 20, 2018 OPTION B

TOTAL BEDS 598

ACU 12

JUNE 20, 2018

FG GROUND LEVEL F2 2ND LEVEL

Second Level ICU

POS/ACU

PSYCH

ICU 10

ACU 17

1ST LEVEL 3RD LEVEL

PSYCH

BEDS

PSYCH

ACU 9

ACU 17

AAU/ICU

BMT 9

1ST LEVEL

ACU 9

ICU

BMT

ACU 9

First Level F1

ACU

PSYCH

BMT

TOTAL BEDS 598

AAU/ICU

ACU 9

ACU 17

368 FGNSH DEF (GBR) 200 PSYCH 30 GROUND LEVEL

BEDACU USE AND ASSIGNMENTS 12 JUNE 20, 2018 ICU OPTION B PSYCH

ACU 9

AAU/ICU

PERKINS EASTMAN SHC - GBR - EXTENSIONS

BMT

Bed Use and Assigments

PSYCH ACU 9

BEDS

ACU 9

ACU 17

BMT 9

BED USE AND ASSIGNMENTS BMT OPTION B 17

ACU 16

BMT NSH 9 DEF (GBR)

ACU Acute Care Unit

368 200 PSYCH 30 TOTAL BEDS 598

BMT 16

ICU Intensive Care Unit AAU/ICU Acute Adm. Unit BMT Bone Marrow Transpl.

ACU 16

PSYCH Psychiatrict Guard

1. Elopement Barrier

5. Activity Areas: Coffee and food carts, seating areas

2. NPC5 Sewage Holding Below Grade (96hrs)

6. New Ramp

3. Promenade

7. Existing Ramp

4. Enclosed stair exit

8. NSH Retail

ACU 9

BED ACU USE AND E3 ASSIGNMENTS F3 16 OPTION B Third Level 3RD LEVEL ACU 17

1ST LEVEL

Page 44 | Architecture Portfolio

E1 ACU 9 ACU

ACU 9 ICU 10

ICU 10

PSYCH

ACU 9

BEDS

ACU 9

POS/ACU

PSYCH

ACU 17 ICU 10

NSH 368 DEF (GBR) 200 PSYCH 30 TOTAL BEDS 598 BMT 17

BMT 9

ACU ICU AAU/ICU BMT 16 BMT PSYCH

ACU 9

Page 45 | Architecture Portfolio

ACU 1ST16LEVEL

BMT 17

SHC General Bed Renovation Typical POD D Floor Plan

FOOTWALL TYPES OPTION 1

ACROVYN SHEET TO BE APPLIED TO MDF

Inpatient Bed Acute Care Unit

MARKERBOARD AND MAGNETIC WALLCOVERING

Inpatient Bed Acute Care Unit

RECESS FOR TV MOUNT VERIFY IN FIELD

MARKERBOARD AND MAGNETIC WALLCOVERING

PLAN

CLARUS GLASSBOARD

FOOTWALL TYPES

Interior Elevation - TV & White Board

OPTION 1 GLASSBOARD JOURNEY BOARD

GLASSBOARD JOURNEY BOARD

ACROVYN SHEET TO BE APPLIED TO MDF

MARKERBOARD AND MAGNETIC WALLCOVERING

RECESS FOR TV MOUNT VERIFY IN FIELD

MARKERBOARD AND MAGNETIC WALLCOVERING

PLAN

ACROVYN SHEET TO BE APPLIED TO MDF

CLARUS GLASSBOARD

ACROVYN SHEET TO BE APPLIED TO MDF

GLASSBOARD JOURNEY BOARD

RUBBER BASE, SEE FINISH SCHEDULE FOR TYPE

ACROVYN SHEET TO BE APPLIED TO MDF

SECTION DETAIL

ACROVYN SHEET TO BE APPLIED TO MDF

Wall Section

WRITABLE + MAGNETIC SURFACE

WRITABLE + MAGNETIC SURFACE STANFORD HEALTHCARE - CANCER HOSPITAL - 12.19.2016

STANFORD HEALTHCARE - CANCER HOSPITAL - 12.19.2016

Page 46 | Architecture Portfolio

SECTION SECTION

RUBBER BASE, SEE FINISH SCHEDULE FOR TYPE

SECTION DETAIL

Section Detail

Typical Patient Floor Plan

Perkins Eastman

Perkins Eastm

Page 47 | Architecture Portfolio

Embracing Biophilia

North Elevation

East Elevation

Page 48 | Architecture Portfolio

Page 49 | Architecture Portfolio

T.O. (E) POD T.O. PARAPET 134' - 8 1/2"

T.O.PENTHOUSE ROOF SLAB 132' - 6 1/2"

LEVEL 3 120' - 0 1/2"

LEVEL 2 107' - 6 1/2"

LEVEL 1 91' - 6 1/2"

GROUND 75' - 6 1/2"

T.O. (E) POD T.O. PARAPET 134' - 8 1/2"

T.O.PENTHOUSE ROOF SLAB 132' - 6 1/2"

LEVEL 3 120' - 0 1/2"

LEVEL 2 107' - 6 1/2"

LEVEL 1 91' - 6 1/2"

GROUND 75' - 6 1/2"

1' - 8" 2' - 6" 2' - 8" 6' - 6" 3' - 0"

3' - 2"

9' - 0"

4' - 0"

9' - 0"

9' - 8"

6' - 6"

3' - 8"

1' - 4"

2' - 10"

7' - 6"

8' - 6"

5' - 0"

2' - 10"

1' - 0"

2' - 10"

8' - 6"

9' - 0"

7' - 4"

2' - 10"

T.O. (E) POD T.O. PARAPET 134' - 8 1/2"

3' - 10"

POD Extensions Facade Detail 1

DX NORTH ELEVATION - Option1 3/8" = 1'-0"

Page 50 | Architecture Portfolio

Wall Section - Extension North Facade Option 1 3/8" = 1'-0"

Wall Section - Extension North Facade Option 2 3/8" = 1'-0"

DX NORTH ELEVATION - Option2 3/8" = 1'-0"

Page 51 | Architecture Portfolio

Contact Marco Sosa Bremen Germany Tel: +49 (0) 152 24562854 email: m.sosa.sacoto@gmail.com IG: @themarcoale

end.