résumé_portfolio_samples_2012

ROBERTO RAMIREZ ASSOCIATE AIA

[email protected]

2936 WALTON AVEL.A., CA 90007

PROFESSIONALPROFILE

HDR ARCHITECTURE, INC. ALEXANDRIA, VIRGINIA ARCHITECTURAL COORDINATOR 2 JUNE 2010 - JULY 2012

PROFESSIONALEXPERIENCE

(FULL TIME)

PROJECT: NATIONAL INSTITUTE OF HEALTH RESEARCH FACILITY ADDITION (APPROX. 25,000 SQ. FT.) - BETHESDA, MARYLAND

SCHEMATIC DESIGN. PERFORMED SITE ANALYSIS, VISUALIZED AND DELIVERED SEVERAL DIGITAL MASSING/ PROGRAMMING

STUDIES WHILE CONSULTING WITH LAB PLANNERS AND SENIOR DESIGNERS. CREATED FINAL REPORT AND PRESENTATION

MATERIALS USED BY THE NIH TO ISSUE A REQUEST FOR PROPOSAL.

PROJECT: FT. BLISS HOSPITAL (APPROX. 1.5 MILLION SQ. FT) - EL PASO, TEXAS

MEMBER OF EXTERIOR DETAILING TEAM, PROJECT DEVELOPMENT THROUGH COMPLETION OF CONSTRUCTION DOCUMENTS.

COMMUNICATED WITH SENIOR PROJECT ARCHITECTS AND DESIGNERS ACROSS 7 HDR OFFICES NATION-WIDE TO VISUALIZE

AND DRAW KEY EXTERIOR DETAILS. CONSTANT CROSS-DISCIPLINE COORDINATION WITH IN-HOUSE ENGINEERS.

PROJECT: DEPT. OF HOMELAND SECURITY, NATIONAL OPERATIONS CENTER (APPROX. 600,000 SQ. FT.) - WASHINGTON D.C.

PERFORMED PROJECT COORDINATION FROM PROJECT DEVELOPMENT THROUGH CONSTRUCTION CONTRACT ADMINISTRATION.

INVOLVED HEAVILY IN THE PRODUCTION OF CONSTRUCTION DOCUMENTS AND ITS DELIVERY, WHILE RESPECTING SECURITY

PROTOCOL FOR THE FEDERAL GOVERNMENT. CROSS-DISCIPLINE COORDINATION WITH CONSULTANTS AND 4 HDR OFFICES.

PERFORMED TYPICAL CA REVIEWS AND ADMINISTERED RFI’s AND SUBMITTALS TO APPROPRIATE DISCIPLINES/ OFFICES.

HDR ARCHITECTURE, INC. ALEXANDRIA, VIRGINIA ARCHITECTURAL COORDINATOR 1 JULY 2008 - JUNE 2009

PROJECT: HDR ALEXANDRIA LOBBY INTERIOR REDESIGN (APPROX. 1,600 SQ. FT.) - ALEXANDRIA, VIRGINIA SCHEMATICS. 3-D VISUALISATION OF THE HDR ALEXANDRIA OFFICE LOBBY. DEVELOPED SCHEMES AND WORKED WITH MINIMAL

DIRECTION FROM SENIOR PROJECT ARCHITECT. CONSULTED WITH SECURITY HARDWARE SPECIALIST AND INTERIOR DESIGNER.

AS A COORDINATOR, I DEVELOPED QUICK 3D MODELS FOR SEVERAL PROJECTS AND ASSISTED PROJECT MANAGERS IN

PROJECT FILING TASKS. I WAS ALSO INVOLVED IN GRAPHIC DESIGN FOR THE MARKETING DEPARTMENT AND ASSISTED IN

PROFESSIONAL PHOTOGRAPHY SHOOTS FOR SEVERAL COMPLETED PROJECTS.

BIESMAN-SIMONS ARCHITECTURE SAN PEDRO, CALIFORNIA STUDENT INTERN/ CONSULTANT JUNE-SEPT. 2009, JUNE-SEPT. 2008, JUNE-SEPT. 2007, DEC.-JAN. 2007

INVOLVED IN VARIOUS STAGES OF RESIDENTIAL, COMMERCIAL, AND INSTITUTIONAL PROJECTS.

PROJECT: THE GARDNER PROJECT, BOOK BUILDING (APPROX. 20,000 SQ. FT.) - SANTA BARBARA, CALIFORNIA

SCHEMATIC DESIGN THROUGH PROJECT DEVELOPMENT OF A UNIQUE RESIDENCE/ ART GALLERY. PERFORMED SCHEMATIC

MODEL STUDIES, BOTH ANALOG AND DIGITAL. PRODUCED DRAWINGS FOR ARCHITECTURAL REVIEW AND CONTINUALLY

REFINED COMPLEX DIGITAL MODEL WHILE WORKING WITH DESIGN PRINCIPAL. INVOLVED IN COORDINATION WITH OTHER

ARCHITECTURAL CONSULTANTS AND ENGINEERS.

PROJECT: KAFESJIAN HOME REMODEL (APPROX. 1500 SQ. FT.) - WEST HOLLYWOOD, CALIFORNIA

PERFORMED AS-BUILT DRAWINGS OF EXISTING HOME AND DEVELOPED DRAWINGS FOR PERMIT SET, WITH

SUPERVISION OF PRINCIPAL. ATTENDED AND, AT TIMES, REPRESENTED PRINCIPAL AT OWNER/CONTRACTOR MEETINGS.

PROJECT: MELROSE AVE STORE INTERIOR REMODEL (APPROX 15,000 SQ.FT.) - WEST HOLLYWOOD, CA

INTERIOR REMODEL FOR A HIGH-END FURNITURE RETAIL SPACE ON MELROSE AVE. INVOLVED IN OWNER/REALTOR MEETINGS

AND ASSISTED PRINCIPAL IN DRAFTING PERMIT SET DRAWINGS.

PROJECT: ST. LUKES SCHOOL (APPROX. 30,000 SQ. FT.) - ROLLING HILLS ESTATES, CALIFORNIA

ATTENDED WEEKLY PROGRESS MEETINGS DURING CONSTRUCTION CONTRACT ADMINISTRATION AND ASSISTED PRINCIPAL IN

TYPICAL CCA DUTIES. DEVELOPED INTERIOR MATERIAL SELECTIONS AND PAINT SCHEMES FOR CLASSROOM SPACES.

PERSONABLE, HIGHLY MOTIVATED, WELL-ROUNDED, DESIGN-ORIENTED PROFESSIONAL, KNOWLEDGEABLE IN ALL PHASES OF

ARCHITECTURAL DESIGN AND DOCUMENTATION. COMMITTED TO GROWTH IN EVERY ASPECT OF DESIGN IN ORDER TO

CONTINUE TO STRIVE FOR EXCELLENCE.

NATIONAL BUILDING MUSEUM, CITY-VISIONS URBAN DESIGN SEMINAR GROUP LEADER/ INSTRUCTOR. WASHINGTON DC - JANUARY 2012 - MAY 2012

PROFESSIONALVOLUNTEERING

URBAN DESIGN FACILITATOR AND PROFESSIONAL VOLUNTEER. TAUGHT TEENS FROM INNER-CITY SCHOOLS ABOUT THE

IMPORTANCE OF DESIGN, SPECIFICALLY ARCHITECTURE AND URBAN DESIGN, IN THE SHAPING AND MAINTENANCE OF THEIR

ENVIRONMENT. PREPARED STUDENTS FOR THEIR FINAL PROJECT BY TEACHING THEM BASIC DESIGN METHODS AND TOOLS.

OFFICE LIFE IMPROVEMENT COMMITTEE, HDR INC. CHAIR. ALEXANDRIA, VIRGINIA - JANUARY 2012 - JULY 2012

INTRODUCED NEW AMMENITIES TO THE OFFICE BY WORKING WITH A COMMITTEE OF 15 PARTICIPANTS AND THE OFFICE

BUSINESS MANAGER. LED MONTHLY MEETINGS. ADMINISTERED OFFICE FUNCTIONS AND SPECIAL SOCIAL EVENTS.

DIGITAL TOOLS: EXPERTISEPROFESSIONALTOOLS/TRAINING

F

INK ON MYLAR DRAFTING

F LASER CUTTER

F CNC ROUTER

ANALOG TOOLS: PROFICIENCY

F

MICROSOFT WORD 2010

F MICROSOFT EXCEL 2010

F MICROSOFT OUTLOOK 2010

F MICROSOFT LYNC 2010

F MICROSOFT POWERPOINT 2010

F ADOBE PHOTOSHOP CS3, CS5

F ADOBE INDESIGN CS3, CS5

F ADOBE ILLUSTRATOR CS3, CS5

F ADOBE PDF PRO CS3, CS5

F MAC OSX/ MICROSOFT WINDOWS

DIGITAL TOOLS: FAMILIARITY

YOUNG PROFESSIONALS GROUP, HDR ARCHITECTURE MEMBER. ALEXANDRIA, VIRGINIA JUNE 2010 - JULY 2012

COMPANY-SPONSORED GROUP, DESIGNED TO UNITE YOUNG ARCHITECTURE PROFESSIONALS WITHIN THE COMPANY.

HELPED ORGANIZE CONTINUING EDUCATION EVENTS AND ADMINISTERED SOCIAL EVENTS FOR THE GROUP.

PROFESSIONALREGISTRATION

CALIFORNIA POLYTECHNIC, SAN LUIS OPISPOBACHELOR OF ARCHITECTURE, SEPTEMBER 2005 - JUNE 2008, SEPTEMBER 2009 - JUNE 2010

EDUCATION

VIRGINIA POLYTECHNIC, NATIONAL CAPITALS REGIONURBAN DESIGN ARCHITECTURE CONSORTIUM, AUGUST 2008 - JUNE 2009

F SOUTH CENTRAL LOS ANGELES GIFTED SCHOLARS FUND, SCHOLARSHIP RECIPIENT

F FOUNDING MEMBER AND VICE PRESIDENT OF THE CIVIL LIBERTIES ALLIANCE AT SAN LUIS OBISPO

F PRESIDENT’S LIST: JUNE 2010. DEANS LIST: WINTER 2008, FALL 2009, WINTER 2010, FALL 2010, SPRING 2010

F STUDENT EXCHANGE PROGRAM WHILE ENROLLED AT CAL POLY SAN LUIS OBISPO

F ATTENDED TWO SEMESTERS OF THE URBANISM STUDIOS WHILE WORKING AT HDR INC.

F STUDIOS FOCUSED ON URBAN DESIGN ISSUES IN WASHINGTON D.C.

AMERICAN INSTITUTE OF ARCHITECTS, ASSOC. # 33807-6022NCARB # 489513

F

REVIT ARCHITECTURE 2010, 2012

F REVIT MEP 2010, 2012

F SKETCHUP/ SKETCHUP PRO

F KERKYTHEA RENDERER

F AUTOCAD 2012, 2010, LT

F

MODEL MAKING

F

WATERCOLOR

F

SKETCHING

F

AUTOCAD MEP

F

VRAY RENDERING

F 3D STUDIO MAX *VERY QUICK IN ADAPTING TO NEW DIGITAL TOOLS

ROBERTO RAMIREZ ASSOCIATE AIA ROBERTO RAMIREZ ASSOCIATE AIA

[email protected]


PROFESSIONALWORK SAMPLE


[email protected]


PROJECT: FT. BLISS HOSPITAL (APPROX. 1.5 MILLION SQ. FT) - EL PASO, TEXAS

AS MEMBER OF THE EXTERIOR DETAILING TEAM, I WORKED CLOSELY WITH SENIOR PROJECT ARCHITECTS,

ENGINEERS, AND CONSULTANTS, TO REALIZE AND DRAFT KEY EXTERIOR DETAILS.

DUE TO THE SIZE AND CALIBER OF THE PROJECT, CONSTANT COORDINATION AND INSTANT COMMUNICATION WAS NECESSARY

AT ALL LEVELS OF DESIGN AND PRODUCTION.

WE EFFECTIVELY COORDINATED BY USING REVIT AND MICROSOFT LYNC TO ENGAGE IN REAL-TIME DESKTOP SHARING, INSTANT

MESSAGING WITH THE TEAM, AND LIVE MEETINGS WHEN NECESSARY WITH TEAM MEMBERS ALL OVER THE COUNTRY.

THE PROJECT IS CURRENTLY UNDER REVIEW AND WILL BEGIN CONSTRUCTION SOON.

EXTERIOR DETAIL GENERAL NOTES

1. GYPSUM BOARD ON THE INTERIOR SIDE OF THE EXTERIOR ENVELOPE WALLS SHALL EXTEND 6"ABOVE THE CEILING HEIGHT UNO

2. JOINTS SHOWN IN THE EXTERIOR DETAILS ARE FOR GRAPHIC PURPOSES ONLY UNLESS NOTEDOTHERWISE. ALL TYP EXTERIOR CLADDING JOINT PATTERNS AND JOINT WIDTHS ARE INDICATED ONTHE EXTERIOR BUILDING ELEVATIONS AND ON TYPICAL REVEAL ALIGNMENT SHEETS A575 A578

3. FLEXIBLE FLASHING, WATERPROOFING, PROTECTED MEMBRANE ROOF SYSTEM, AND AIR BARRIERLAPS SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

4. PLACE NO ATTACHMENT SCREWS FOR SHEATHING OR SUB. FRAMING SUPPORT SYSTEM(TERRA COTTA, STONE OR METAL PANEL) WITHIN 1 1/2" OF DEFLECTION TRACK LEGS.

5. ALL MODIFIED BITUMINOUS MEMBRANE ROOFING BASE FLASHING SHALL RISE VERTICALLYMINIMUM 8" ABOVE ROOFING MEMBRANE.

6. ALL SELFADHERED FLEXIBLE FLASHING OVER TOP OF CONCRETE PARAPET SHALL EXTENDVERTICALLY MINIMUM 4" DOWN WALL, EACH SIDE.

7. RAINSCREEN MINERAL WOOL AT FLOOR DECK SHALL HAVE PANEL JOINTS NEAR DEFLECTIONJOINTS. CLADDING PANEL SHALL NOT SPAN DEFLECTION JOINTS.

8. STRUCTURAL STUDS SHOWN IN THE DETAILS ARE INDICATED AS 8” DEPTH AS A BASIS OF DESIGN,UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATION 05 40 00 COLDFORMED METALFRAMING.

9. SEE A130 SERIES DRAWINGS FOR INTERIOR FIT OUT INFORMATION.10. ALL ELECTRICAL PENETRATIONS THROUGH THE EXTERIOR RAINSCREEN SHALL BE CONNECTED VIA

LIQUID TIGHT FLEXIBLE METAL CONDUIT AT LEAST 6’ LONG TO ALLOW FOR FINAL DEVICE TO BELOCATED CENTERED IN PANELS

11. FLEXIBLE FLASHING, WATERPROOFING, AND AIR BARRIER LAPS SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REFER TO DETAILS D1 AND D2/A615.12. STAINLESS STEEL FLASHING AT WINDOW EXTERIOR SEALANT JOINT SHALL BE TYPE 'A' UNLESS

NOTED OTHERWISE. REFER TO DETAILS D3 AND D4/A615.

BASEMENT FLOOR82' 0"

HK HK.1

7 5/8"

MIN

.3"

2'8

"

LINE OF INTERIOR FURRING SEE PLANS

JOINT REINFORCEMENT AT 16"O.C.

CONCRETE MASONRY UNIT (8")

SELFADHERING FLEXIBLEFLASHING

SLAB ON GRADE

UNDERSLAB VAPOR BARRIER

WATERSTOP

CRUSHED STONE

COMPACTED EARTH

WATERPROOFING

GEOTEXTILE FABRIC

WATERSTOP

1/2" CANT SECTION OF LIQUIDMEMBRANE

CRUSHED STONE

SLAB ON GRADE


CRUSHED STONE

9"

PERFORATED DRAIN PIPESLOPETO DRAIN

?BEAD OF MASTIC

2'11"

BEAD OF MASTIC

DRAINAGE MAT


H12

3 5/8"1 3/4".

4" 7 5/8"

2'2"

9"

2'8

"


GROUND FACE CONCRETEMASONRY UNITRIGID INSULATION 4" MIN

AIR BARRIER

CONCRETE MASONRY UNIT

MASONRY WALL TIE

STRUCTURAL STEEL MEMBER,WITH FIREPROOFING

SLAB ON GRADE


TERMINATION BAR

DRAINAGE MATERIALSTAINLESS STEEL FLASHING

WEEPHOLES AT 32" O.C.

ELECTRIC ROOM FLOOR


HARDSCAPE SEE LANDSCAPEDRAWINGS

BEAD OF MASTIC

CONCRETE STRUCTURE

FIRST FLOOR100' 0"

H12

A560D4

1'5" 1'10" 2'2"

3 5/8"1 3/4"

4"7 5/8" 3 5/8"

5 3/4"

7 5/8"

1'4

"

.

6'0

"

5/8"

7 3/

8"

MASONRY WALL TIE

GROUND FACE CONCRETEMASONRY UNIT


SIM

RIGID INSULATION 4" MIN

AIR BARRIER


TERMINATION BAR

STRUCTURAL STEEL TUBE

STAINLESS STEEL FLASHING


3/4"3/4"


AIR BARRIER

SHEATHING

4" STRUCTURAL STUD FRAMING

METAL PANEL RAINSCREENSYSTEM


VERTICAL REINFORCEMENT SEE STRUCT



CONCRETE MASONRY UNITAIR BARRIER

MASONRY WALL TIE

?GALVANIZED STEEL PLATE(PAINTED)

(8")

METAL COPING

1'0

"

FIRST FLOOR100' 0"

1'4

"

1'5"

6"

4"

9"1'5" (VARIES)

GRID

CONCRETE FACED RIGIDINSULATION TYPE 1 (2 5/16")

PROTECTED MEMBRANEROOFING SYSTEM1 WITHREFLECTIVE STANDARD PAVERSON PADS?METAL COPING


CONCRETE CURB

MPRS SUPPORTING SYSTEM

SELFADHERING FLEXIBLEFLASHINGTERMINATION BAR

SEALANT


?ADJUSTABLE ANCHOR &DOVETAIL SLOT



CONCRETE MASONRY UNITLINTEL BLOCK

MASONRY WALL TIE

AIR BARRIER

RIGID INSULATION 4" MINSEALANT AND BACKER ROD


VERTICAL REINFORCEMENT SEE STRUCT

, UV RESISTANT


3/4"


T.O.C.101'0"


HK HK.1



AIR BARRIER2" INSULATION BOARD

SELFADHERING FLEXIBLEFLASHINGTERMINATION BAR

SLAB ON GRADE


3 5/8"1 3/4"

4" 7 5/8" 9"

2'11"



?DRAINAGE MATERIAL

2" INSULATION BOARD

DRAINAGE MAT

MASONRY WALL TIE

(8")

2'8

"


BEAD OF MASTIC


HM

2" INSULATION BOARDAIR BARRIER

CONCRETE MASONRYUNIT

2'2"


7 5/8" 4"

1 3/4"3 5/8"

HARDSCAPE SEE LANDSCAPEDRAWINGS

JOINT MATERIAL AND SEALANT

2" INSULATION BOARDUNDERSLAB VAPOR BARRIERDRAINAGE MAT

SLAB ON GRADE

CRUSHED STONE

TERMINATION BARSELFADHERING FLEXIBLEFLASHING

STAINLESS STEEL FLASHING?DRAINAGE MATERIAL


MASONRY WALL TIE

H15.5SIM.

2'8

"


HK

HK.1

3 5/8"5 3/4"11 5/8"

4 3/4"

5/8"

4"1"

4 3/

8"

LOADINGDOCK

INTERIOR

2'2

"

DRAINAGE MAT

WATERPROOFING

COMPACTED EARTH

CONCRETE RETAINING WALL


AIR BARRIER

2" INSULATION BOARD


GROUT SOLID SEESTRUCTURAL

MASONRY WALL TIE


STRUCTURAL STUD

SEALANTGYPSUM WALLBOARD

1"

EXPANDING FOAM SEALANT

EXPANSION JOINT COVER

WATERPROOFING

HK.8

2" N

OM

2'0

"1'

6 5

/8"

CONCRETE MASONRY UNIT (8")STONE COPING ABOVE

H4

C4A562

SIM

1'6 5/8"2'0"2" NOM

CONTINUOUS ALUMINUMCLOSURE PLATE PAINTED BLACK

STONE RAINSCREEN SYSTEM

AIR BARRIER


RAINSCREEN INSULATIONTYPE 1 (4")

SHEATHING

GROUT SOLID SEESTRUCTURAL

BLANKET INSULATION



EDGE OF SLAB BELOW WHEREOCCURS

H12

H12

HK.1

1'5

"

D4A560

1'0" 1'0" NTS

9" 1'5"

3"



?ADJUSTABLE ANCHOR ANDDOVETAIL SLOT

CONCRETE CURB


AIR BARRIER

METAL COPING ABOVE


BLANKET INSULATION

SHEATHING


SIM


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1" 1'0"C3 ELECTRICAL ROOM AT BUILDING WALL

3/4" 1'0"A5 ELECTRICAL ROOM SOUTH WALL 1 1/2" 1'0"A3 ELECTRICAL ROOM SOFFIT

0 6" 1'0" 2'0"

0 6" 1'0" 1'6" 0 1'0" 2'0" 3'0"NOTE: PROVIDE BRACING OF CMU WALLSTO STRUCTURE PER STRUCT. DWGS.

1 1/2" 1'0"D4 ELECTRIC ROOM PARAPET

3/4" 1'0"C5 ELECT. RM. WALL AT GRADE 3/4" 1'0"C4 ELECT. RM. WALL WITH EXTERIOR SLAB

3/4" 1'0"A2 RETAINING WALL AT LOADING DOCK

1 1/2" 1'0"B2 CMU AT STONE PANELING

1 1/2" 1'0"C2 ELECT. RM THROUGH PARAPET AT STONE

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

RM

ARK

DES

CR

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2. JOINTS SHOWN IN THE EXTERIOR DETAILS ARE FOR GRAPHIC PURPOSES ONLY UNLESS NOTEDOTHERWISE. ALL TYP EXTERIOR CLADDING JOINT PATTERNS AND JOINT WIDTHS ARE INDICATED ONTHE EXTERIOR BUILDING ELEVATIONS AND ON TYPICAL REVEAL ALIGNMENT SHEETS A-575 - A578




6. ALL SELF-ADHERED FLEXIBLE FLASHING OVER TOP OF CONCRETE PARAPET SHALL EXTENDVERTICALLY MINIMUM 4" DOWN WALL, EACH SIDE.


8. STRUCTURAL STUDS SHOWN IN THE DETAILS ARE INDICATED AS 8” DEPTH AS A BASIS OF DESIGN,UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATION 05 40 00 COLD-FORMED METALFRAMING.

9. SEE A-130-x SERIES DRAWINGS FOR INTERIOR FIT OUT INFORMATION.10. ALL ELECTRICAL PENETRATIONS THROUGH THE EXTERIOR RAINSCREEN SHALL BE CONNECTED VIA


11. FLEXIBLE FLASHING, WATERPROOFING, AND AIR BARRIER LAPS SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REFER TO DETAILS D1 AND D2/A-615.12. STAINLESS STEEL FLASHING AT WINDOW EXTERIOR SEALANT JOINT SHALL BE TYPE 'A' UNLESS

NOTED OTHERWISE. REFER TO DETAILS D3 AND D4/A-615.

HG

HG.1

H2.9

CEILING BELOW

B2

A-551

ROOF BELOW

OUTLINE OF METAL COPINGABOVE


SHEATHING



2"

NO

M

2'-0"

1'-0"


BLANKET INSULATION

?OUTLINE OF STONE RAINSCREENABOVE

HAT CHANNEL


1'-5 3

/8"

5/8

"8"

10"

10"

STRUCTURAL STEEL TUBE WITHFIREPROOFING


AIR BARRIER

2'-2"


EDGE OF DECK BELOW - WHEREOCCURS

HK

H14

HK.1

1'-6 5

/8"

1'-6 3

/8"

E.O.S.1'-6 5/8"

ROOF BELOW

1'-4 3

/8"

3 5

/8"

5 3

/8"


OUTLINE OF STONERAINSCREEN SYSTEM ABOVE

OUTLINE OF METAL COPINGABOVE

D4

A-560


2" NOM

5 1/2"

5/8"

BLANKET INSULATIONSTONE RAINSCREEN SYSTEM

AIR BARRIER

SELF-ADHERING FLEXIBLEFLASHING


SHEATHING

ADJUSTUBALE ANCHOR ANDDOVETAIL SLOT

EDGE OF SLAB BELOW - WHEREOCCURS

CONCRETE ROOF CURBA-511

A2OPP

HK.1

LOAD DOCKCANOPY BELOW

8"

FIRST FLOORGRADE

5/8

"8"

5/8

"

5 3

/8"

2"

NO

M

CONCRETE RETAINING WALL

SHEATHING



A4

A-540


HG

HG.1

H2.9SHEATHING




STRUCTURAL STEEL TUBE WITHFIREPROOFING

2"

NO

M.

5 3

/8"

5/8

"

8"

5/8

"

9 3

/8"

5/8" 8" 5/8" 7 3/8"

1'-0"

10"

1'-0"

2'-0"


2'-2"



HA

A-616

B5

A-648

C2SIM

2"

NO

M

5 3

/8"

5/8

"8"

5/8

"9 3

/8"

2'-0"

OPP HD

INTERIOR EXTERIOR

INTERIOR

SHEATHING


ALUMINUM WINDOW SYSTEM

ALUMINUM CURTAIN WALLSYSTEM


6" STRUCTURAL STUD NESTEDINTO TRACK AT16" O.C.

BLANKET INSULATION


PRE-FINISHED METAL SILLFLASHING


ROOF BELOW

OP

EN

TO

BE

LOW


HA

SHEATHING



5/8"

6"5/8"

7 3/8"


BLANKET INSULATION

2"

NO

M

5 3

/8"

5/8

"8"

5/8

"9 3

/8"

2'-0"



ROOF BELOW

AIR BARRIER

OP

EN

TO

BE

LOW

GYPSUM WALLBOARD

SHEATHING

COPED VERTICAL MULLIONSEXTEND TO STRUCTURE BELOW

INTERIOR

INTERIOR

3 1/2" X 4" X 0.125" THICKCONTINUOUS ALUMINUM ANGLE- FINISH TO MATCH ALUMINUMCURTAIN WALL SYSTEM

SEALANT


HK

H5

HK.1

E.O

.S.

1'-5"

5"

1'-6"

2'-0" 2"

E.O.S.1'-6 5/8"

1'-0" 1'-0"



SHEATHING

AIR BARRIER

8" STRUCTURAL STUD FRAMING3"


GYPSUM WALLBOARD

BLANKET INSULATION TYPE-1 (8")



AIR BARRIER

CONCRETE CURB

STONE COPING ABOVE

HK

H4

HK.1

2'-0"2"

E.O.S.1'-6 5/8"

5"

1'-6"

E.O.S.1'-5"

1'-0"1

'-2"




AIR BARRIER

SHEATHING


CONCRETE CURB


BLANKET INSULATION TYPE-1 (8")



SHEATHING

STONE COPING ABOVE

E.O

.S.

1'-5"

H14

HJ

1'-6 5/8"

2'-0" 2"

E.O.S.1'-5"

7 1

/4"

1'-6 3

/4"

2"

11 3

/8"

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




AIR BARRIER


SHEATHING

STONE COPING ABOVE

CONCRETE CURB

1'-2"


H10

HA

1'-0"1'-5"


SHEATHING

BLANKET INSULATION




SEALANT AND BACKER ROD


AIR BARRIER

STRUCTURAL STUD


LINE OF INTERIOR FURRING-SEEA-130 SERIES DRAWINGS FORINTERIOR FIT-OUT INFORMATION


H13

HJ



SHEATHING


STRUCTURAL STEEL MEMBERBEYOND

AIR BARRIER


AIR BARRIER

STONE COPING ABOVE

CONCRETE CURB

STONE COPING ABOVE

7 3/8"8"10 5/8"

2"

5 3

/8"

8"

2'-2"

2"

6"

2'-5 3

/8"

2"

8"

1'-0"

8"


H13

HJ

VARIES

VA

RIE

S

SLOPE DOWN

SLO

PE

DO

WN

4'-0"PANELS

4'-0"

PA

NE

LS

ROOFAREA

45.0

0°

2'-4 3/8"

2'-4 3

/8" 3'-4 3

/4"

1'-3 1

/4"

4'-8"

FACE OF STONE RAINSCREENBELOW

STONE COPING

FACE OF STONE RAINSCREENBELOW

MITERED, BUTTED AND FACTORYBONDED

HJ

2' -

2"

1' -

1 3

/8"

2"

NO

M.

5 3

/8"

5/8

"8"

10"

2"

8"

5/8

"3/4

"


SHEATHING

PA

NE

LD

AT

UM

STRUCTURAL STEEL MEMBERWITH FIREPROOFING WHEREOCCURS-REFER TO PLANS

SIM

H14


AIR BARRIER


1'-2"

AB

OV

E

HA

1'-5"

3'-8"

WIDE FLANGE PLAN SECTION

STRUCTURAL STUD


LAMINATED STRUCTURALGLAZING

GYPSUM WALLBOARD


STEEL DECK

EDGE OF SLAB BELOW

AIR BARRIER


SHEATHING

SHEATHING

STAINLESS STEEL GLAZINGCHANNEL

STRUCTURAL STEEL TUBEFILLED WITH EXPANDABLEURETHANE FOAM INSULATION

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1" = 1'-0"B5

STONE RAINSCREEN AT METAL PANEL PARAPET

1" = 1'-0"A4

ELEC. ROOM PARAPET AT STONE RAINSCREEN 1" = 1'-0"

A5STONE RAINSCREEN AT RETAINING WALL

1" = 1'-0"B4

STONE RAINSCREEN AT METAL PANEL

1" = 1'-0"C5

ANGLED CURTAINWALL AT STONE RAINSCREEN 1" = 1'-0"

C4ANGLED MPRS AT STONE RAINSCREEN

1" = 1'-0"A3

RAINSCREEN (PERPENDICULAR) AT STONE PARAPET 1" = 1'-0"

A2RAINSCREEN (CORNER) AT PARAPERT

1" = 1'-0"B3

PSYCH TERRACE RAINSCREEN AT PARAPET

1" = 1'-0"D4

RAINSCREEN AT ANGLED CURTAINWALL

3/4" = 1'-0"C3

PSYCH TERRACE / RAINSCREEN CURB

3/4" = 1'-0"B2

PSYCH TERRACE / RAINSCREEN COPING

1 1/2" = 1'-0"D3

BELOW SCREEN JAMB AT PSYCH TERRACE

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

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

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

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

MA

RK

DE

SC

RIP

TIO

ND

AT

EA

PP

RM

AR

KD

ES

CR

IPT

ION

DA

TE

AP

PR

1" = 1'-0"C2

RAINSCREEN AT STRUCTURAL GLAZING PARAPET0 6" 1'-0" 2'-0"

3'8"1'10" 1'10"

1'8

"

GRID

GRID


SHEATHING6" STRUCTURAL STUD FRAMING



4'0" NOM

4'

0" N

OM

2" N

OM

2" NOM 2" NOM

3'8

"2'

0"

2" N

OM

6"

5/8"

4 1/

2"

AIR BARRIER

OCCURS,WHERE

TYP

2'2

"

?LINE OF EXTERIOR ABOVE

3'8"1'10" 1'10"

GRID

GRID



SHEATHING

4'0" NOM

4'

0" N

OM


2'0

"1'

8"

2" NOM 2" NOM

3'8

"2"

NO

M2"

NO

M

4 1/

2"5/

8"6"


AIR BARRIER

OCCURS,WHERE

A2A543

B2A543

C2A543


TYP

2'2

"



2. JOINTS SHOWN IN THE EXTERIOR DETAILS ARE FOR GRAPHIC PURPOSES ONLY UNLESS NOTEDOTHERWISE. ALL TYP EXTERIOR CLADDING JOINT PATTERNS AND JOINT WIDTHS ARE INDICATED ONTHE EXTERIOR BUILDING ELEVATIONS AND ON TYPICAL REVEAL ALIGNMENT SHEETS A575 A578




6. ALL SELFADHERED FLEXIBLE FLASHING OVER TOP OF CONCRETE PARAPET SHALL EXTENDVERTICALLY MINIMUM 4" DOWN WALL, EACH SIDE.


8. STRUCTURAL STUDS SHOWN IN THE DETAILS ARE INDICATED AS 8” DEPTH AS A BASIS OF DESIGN,UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATION 05 40 00 COLDFORMED METALFRAMING.

9. SEE A130 SERIES DRAWINGS FOR INTERIOR FIT OUT INFORMATION.10. ALL ELECTRICAL PENETRATIONS THROUGH THE EXTERIOR RAINSCREEN SHALL BE CONNECTED VIA


11. FLEXIBLE FLASHING, WATERPROOFING, AND AIR BARRIER LAPS SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REFER TO DETAILS D1 AND D2/A615.12. STAINLESS STEEL FLASHING AT WINDOW EXTERIOR SEALANT JOINT SHALL BE TYPE 'A' UNLESS

NOTED OTHERWISE. REFER TO DETAILS D3 AND D4/A615.

HB

SEALANT


7 1/2"

2 1/4"

6 1/4"

GYPSUM WALLBOARD

8" STRUCTURAL STUD NESTEDINTO TRACK AT 16" O.C.

SHEATHING



3 3/8"

8"5/

8"5

3/8"

ENTRANCE FLOORGRATE

4"

ALUMINUM DOOR ANDFRAMESEE DOORSCHEDULE

2" N

OM

8"

ENTRANCE FLOOR GRATE

SLAB DEPRESSION FORCEMENT CASE

A5A607

PARTITION WHERE OCCURS REFER TO PLANS

H13

HA

ALUMINUM DOOR ANDFRAMESEE DOOR SCHEDULE




2 1/

2"3/

4"

1'5 3/4"

5 3/

8"5/

8"

6"

4'0

" NO

M

2'0

"1'

8"

3'8

"

3"3/4"


1'8

1/4

"

8'0" NOM7'8"

1'10" 5'10"


4'6" 1'6"

6"5/

8"5

3/8"


AIR BARRIER

STRUCTURAL STEEL MEMBERSTAINLESS STEEL FLASHING


BLANKET INSULATION



SHEATHING


2" N

OM

2" N

OM

5/8"4 1/2"

2" NOM 2" NOM

2" N

OM

2" N

OM

BOLTED STRUCTURAL GLAZINGSYSTEM

A657D4

SHEATHING

, WHERE OCCURS

GLAZED RAILING

1'1 3/4" . 8"


4" .


B1A607

B1A648

STRUCTURAL STEEL TUBEFILLED WITH EXPANDABLEURETHANE FOAM INSULATION

?EXTERIOR LINE OF WALLBELOW

TYP

2'2

"


HA

1'8

1/4

"

4'0" NOM.

3'8"



SEALANT AND BACKER ROD4" STRUCTURAL STUD FRAMING





4'0

" NO

M.

3'8

"

4 1/2"5/8"

6"

4 1/2"5/8"

6"

5 3/4"7 1/2"

1"2 1/

2"3/

4"


2" NOM2" NOM

2" N

OM

2" N

OM 6"

5/8"

5 3/

8"



SHEATHING

NOTE: UTILIZE 5 3/8" OFFSETDIMENSION ON EAST FACE OFALL STONE CLAD PIERS NORTHOF ENTRANCE VESTIBULE.

4"4"

SLAB DEPRESSION FOR CEMENTCASE


H13

2 1/

2"

1"

3/4"

5 3/

8"5/

8"8"





STRUCTURAL STEEL MEMBER

HB


STAINLESS STEEL FLASHING TYPE E

STAINLESS STEEL FLASHING TYPE D


AIR BARRIER

2" N

OM

SHEATHING


8"

4"

1'1 3/4" .

B1A607


H1

HG

5 3/

8"6"

5/8"

4 1/

2"

1'

8 1/

4"

1' 8 1/4"

5/8"

6"

4'2

" NO

M.

3'1

0"2'

0"

1'1

0"

4'2" NOM.

3'10"2'0" 1'10"


RAINSCREEN INSULATIONTYPE 1 (4")AIR BARRIER





2" N

OM

2" N

OM

2" NOM 2" NOM



BLANKET INSULATION4" STRUCTURAL STUD FRAMING

SHEATHING



4' 9 3/4" (NTS)

5 3/

8"5/

8"6"

4 1/

2"5/

8"

6"

3'8"4'0" NOM

1'10"1'10"

4'0

" NO

M.

3'8

"1'

8"

2'0

"


RAINSCREEN INSULATIONTYPE 1 (4")STONE RAINSCREEN SYSTEM





HA

H10 C2

2" N

OM

2" N

OM

2" NOM 2" NOM

2" N

OM

2" N

OM

BLANKET INSULATION

SHEATHING

, WHEREOCCURS

B2A543

A648C2

TYP

2'2

"


CURB BELOW

H1

4'0" NOM2" NOM3'8"2" NOM

1'8"2'0"

4'0

" NO

M3'

8"





SHEATHING

AIR BARRIER

5 3/

8" A

T H

17H

A4

1/2"

AT

H1

HA

5/8" 6"

2" N

OM

2" N

OM

2'0

"1'

8"

H17 SIMOPP HD

HA

4 1/2" TYP

C2A543



TYP

2'2

"

HA

C2

1'4

"10

"2'

2"

1'4"10"

2'2"

105.00°

CASTINPLACE CONCRETE, SEESTRUCTURAL DRAWINGS

WATERPROOFING

COMPACTED EARTH

DRAINAGE MAT

6"

EXPANDING FOAM SEALANT

EXPANSION JOINT COVER

2"

WATERPROOFING

H15

HA

2'0

"1'

6 5

/8"


AIR BARRIER


STRUCTURAL STUD

GYPSUM WALLBOARD

2'2"

2" N

OM

WATERPROOFING

DRAINAGE MAT


NOTE: EXTEND WATERPROOFINGMIN. 8'0" THIS WALL

NOTE: TERMINATE RAINSCREENINSULATION 4'0" NORTH OF GRID H15

A510B1C1

A510

COMPACTED EARTH

2'2

"

H16

2'2"1'4"10"

WATERPROOFING

DRAINAGE MAT


A510C1

A510B1

INTERIOR CORNERREINFORCEMENT

COMPACTED EARTH

4 1/2"

4 1/

2"

PARTITION WHERE OCCURS REFER TO PLANS

H15

HD

HD.1

10" 1'4"2'2"

1'4

"10

"2'

2"

DRAINAGE MATWATERPROOFING


COMPACTED EARTH

A510C1B1

A510


4 1/2"

4 1/

2"

H14

HG

HG.1

2 5/8" 1'4"1'6 5/8"

1'4

"10

"2'

2"

A510C1B1

A510


DRAINAGE MATCASTINPLACECONCRETE, SEESTRUCTURAL DRAWINGS

WATERPROOFING

COMPACTED EARTH

4 1/

2"

4 1/2"

H4

HD

HD.1

COMPACTED EARTH

CASTINPLACE CONCRETE, SEESTRUCTURAL DRAWINGSWATERPROOFINGDRAINAGE MAT

1'4" 10"2'2"

2'2

"A510

C1A510

B1

EXTERIOR CORNERREINFORCEMENT

SIM

SIM

3"

3"

REINFORCEMENT SHEET SET INFLUIDAPPLIEDWATERPROOFING MEMBRANE


MEMBRANE FLASHING SHEETSET IN FLUIDAPPLIEDWATERPROOFING MEMBRANE

PRIMER

COMPACTED EARTH

DRAINAGE MAT

FLUIDAPPLIED MEMBRANEWATERPROOFING

4 1/2"

SELFADHEREDWATERPROOFING MEMBRANE


DETAIL STRIP CORNERREINFORCEMENT

PRIMER

COMPACTED EARTH

DRAINAGE MAT

4 1/

2"

3/8"

1"

1 3/

8"


54321

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3/4" 1'0"A2 STONE CLAD COLUMN EXTERIOR

3/4" 1'0"C3 STONE CLAD COLUMN EXTERIOR0 1'0" 2'0" 3'0"

0 1'0" 2'0" 3'0"

1 1/2" 1'0"B5 NE ENTRANCE VESTIBULE

3/4" 1'0"C4 STONE CLAD PIER AT NE VESTIBULE

3/4" 1'0"A4 STONE CLAD PIER AT ENTRANCE VEST.

1 1/2" 1'0"B4 NE ENTRANCE VESTIBULE

3/4" 1'0"A5 STONE CLAD COLUMN 3/4" 1'0"A3 STONE CLAD COLUMN AT CURTAIN WALL

0 6" 1'0" 1'6"

0 1'0" 2'0" 3'0"

0 6" 1'0" 1'6"

0 1'0" 2'0" 3'0" 0 1'0" 2'0" 3'0" 0 1'0" 2'0" 3'0"

NOTE: SIMILAR WHERE NOSTEEL COLUMN OCCURS.

NOTE: SIMILAR WHERE NOSTEEL COLUMN OCCURS.

3/4" 1'0"B3 STONE CLAD COLUMN EXTERIOR0 1'0" 2'0" 3'0"

3/4" 1'0"D2 ANGLED INSIDE CORNER EXTERIOR WALL 3/4" 1'0"D1 EXTERIOR, INTERIOR AND RETAINING WALL

3/4" 1'0"B2 EXTERIOR WALL AT TUNNEL

3/4" 1'0"C2 EXTERIOR WALL UNDER BUILDING

3/4" 1'0"D4 INSIDE CORNER EXTERIOR WALL 3/4" 1'0"D3 OUTSIDE CORNER EXTERIOR WALL, TYP.

0 1'0" 2'0" 3'0"0 1'0" 2'0" 3'0"0 1'0" 2'0" 3'0"0 1'0" 2'0" 3'0"

0 1'0" 2'0" 3'0"

0 1'0" 2'0" 3'0" 6" 1'0"C1 FLUIDAPPLIED WATERPROOFING

6" 1'0"B1 SELFADHERED WATERPROOFING

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

RM

ARK

DES

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DA

TEA

PPR

6" 1'0"A1 CASTINPLACE REVEAL




[email protected]


DEPT. OF HOMELAND SECURITY, NATIONAL OPERATIONS CENTER (APPROX. 600,000 SQ. FT) - WASHINGTON D.C.

I PERFORMED PROJECT COORDINATION FROM PROJECT DEVELOPMENT THROUGH CONSTRUCTION CONTRACT

ADMINISTRATION.

I WAS HEAVILY INVOLVED IN ALL ASPECTS OF DESIGN, PRODUCTION, DOCUMENT DELIVERY, AND

CONSTRUCTION CONTRACT ADMINISTRATION, USING REVIT, AUTOCAD, REVIT MEP, ADOBE SUITE, MICROSOFT LYNC, ETC.

THE PROJECT IS CURRENTLY UNDER CONSTRUCTION AND WILL BE COMPLETED BY THE END OF 2012

*DUE TO THE PROJECT’S SECURITY, DOCUMENTS ARE NOT AVAILABLE FOR REVIEW. ALL IMAGES SHOWN HAVE BEEN

AUTHORIZED AND ARE PUBLICLY AVAILABLE.



[email protected]


I UTILIZED MY DIGITAL MODEL AND ANOLOG MODEL BUILDING SKILLS TO REALIZE THE CLIENT’S VISION ALONGSIDE THE

PRINCIPAL AT BIESMAN-SIMONS ARCHITECTURE, RESULTING IN MY CLOSE INVOLVEMENT WITH MR. BIESMAN-SIMONS FROM

CONCEPTUAL MASSING STUDIES TO DESIGN DEVELOPMENT. MR. BIESMAN-SIMONS CONSULTED WITH MY DIGITAL MODEL

SKILLS TO HELP REALIZE THE COMPLEX DESIGN OF THIS PROJECT.

WE PRODUCED SEVERAL CONCEPTUAL MASSING ANALOG MODELS FOR REVIEW. I ALSO PRODUCED A 1/2” FOAM-BOARD MODEL

FOR PROPORTION AND REVIEW, AND I, ALONGSIDE THE PRINCIPAL, WAS HEAVILY INVOLVED IN REFINING THE DIGITAL MODEL

ON A DAILY BASIS TO PREPARE IT FOR CONSTRUCTION DOCUMENTS.

THE PROJECT IS CURRENTLY UNDER CONSTRUCTION.

PROJECT: THE GARDNER PROJECT, BOOK BUILDING - RESIDENCE/ ART GALLERY (APPROX. 20,000 SQ. FT) - SANTA BARBARA, CALIFORNIA




[email protected]


I WAS HEAVILY INVOLVED FROM SCHEMATICS THROUGH CONSTRUCTION DOCUMENTS.

I PERFORMED AS-BUILT MEASUREMENTS AND DRAWINGS OF THE KAFESJIAN HOME FOR MR. BIESMAN-SIMONS USE.

I ALSO ASSISTED MR. BIESMAN-SIMONS IN DRAFTING THE PERMIT SET.

WITH MR. BIESMAN-SIMONS, I ATTENDED MOST MEETINGS WITH OWNER AND CONTRACTOR, PLAN REVIEW, AND

NEIGHBORHOOD ARCHITECTURAL REVIEW. AT TIMES, I REPRESENTED MR. BIESMAN-SIMONS DURING PRE-CONSTRUCTION

OWNER-CONTRACTOR MEETINGS.

PROJECT: KAFESJIAN HOME REMODEL (APPROX. 1,500 SQ. FT) - WEST HOLLYWOOD, CALIFORNIA



[email protected]


WITH A TEAM OF TWO LAB PLANNERS AND A SENIOR ARCHITECTURAL DESIGNER, WE PERFORMED SITE ANALYSIS AND DIGITAL

MASSING/ PROGRAMMING STUDIES USING SKETCHUP, AUTOCAD, MICROSOFT OFFICE, AND THE ADOBE CREATIVE SUITE

PROGRAMS.

THROUGH CLOSE COLLABORATION WITH ALL DESIGNERS, I TOOK CHARGE OF DESIGNING ALL GRAPHICS, VIDEO

WALKTHROUGHS, AND DELIVERABLES FOR THE NATIONAL INSTITUTE OF HEALTH.

THE DELIVERABLES WILL BE USED BY THE NATIONAL INSTITUTE OF HEALTH WHEN FUNDING FOR THE PROJECT IS AVAILABLE.

PROJECT: NATIONAL INSTITUTE OF HEALTH RESEARCH FACILITY ADDITION (APPROX. 25,000 SQ. FT) - BETHESDA, MARYLAND

4.4 pg 11

SCHEME DEVELOPMENT

RED SCHEME

DATA

The assignable area within the expanded research floor is approximately 5,200 NASF.

The assignable area within the expanded ground floor is approximately 3,500 NASF.

4.4 pg 12

typical floor plan

typical ground floor plan

4.5 pg 1

SHADOW STUDIES

Winter (December 21)

Summer (June 21)

9 AM

12 PM

3 PM

4.4 pg 13

SCHEME DEVELOPMENT PLAN DEVELOPMENT

YELLOW SCHEME

DATA



4.4 pg 15


BLUE SCHEME

DATA



4.4 pg 17


ORANGE SCHEME

DATA



4.4 pg 2

BLDG 49� � PROP� � CENTRAL MALL� PROP� � BLDG F� � � � BLDG H

BLDG 50PROPBLDG J / K

PROPBLDG D

(BEYOND)

BLDG 1 BLDG 3 BLDG 2

EXIST BLDG 10 PROP 10 / CRC

RECOMMENDED HEIGHT LIMIT NEAR HISTORIC CORE

EXISTING BUILDING 10 / CRC

WESTCEDARLANE

CENTERDRIVE

BLDGS 31 & 15K(BEYOND)

PROPOSED10 / CRC

BLDG 10

2 Recommended Building Envelopes near Historic Core - View Toward West

1 Recommended Building Envelopes for North Campus Area - View Toward East

3 Recommended Building Envelopes at Central Mall - View Toward North

NO

RT

H

NIH

P.L

.

250'

BU

FF

ER

LIN

E

1:5 HEIGHT RATIO (FROM ADJACENT NEIGHBORHOOD)

BuildingEnvelopes

Critical Areas

Figure 6.2.2-b

SmithGroupOudens & Knoop, Architects, P.C.NIH / ORF / DFP

Bethesda Campus

Master Plan2003 Update

NIH2

2

1

13 3

4.4 pg 1

SCHEME DEVELOPMENT MASSING STUDIES

RED SCHEME

A

B

C

D

The red scheme is shown slightly detached from the existing Building 40 structure, and envisioned to be physically joined by a narrow, transparent link. By separating the two masses, the Phase II addition can express its own identity and convey the appearance of an autonomous, free-standing facility. The primary advantages of this scheme are that the massing is tailor-fit for the available site, and the minimal interface with Building 40 should reduce the construction disruption to current operations within the existing VRC.

In order to maintain the loading dock access in its current location, the red scheme explores the notion of cantilevering the upper floors over the service access drive. The cantilever also provides the ability to capture the maximum usable space afforded by the site perimeter setback requirements. This scheme also attempts to maximize exposure to diffuse north daylight and provide additional outdoor terraces that have become a great amenity for occupants in the original building.




[email protected]


USING SKETCHUP AND AUTOCAD, I PERFORMED 3D STUDIES AND HELPED PERFORM MATERIAL SELECTIONS FOR THE HDR

ALEXANDRIA OFFICE LOBBY.

I ALSO WORKED AS THE ARCHITECTURAL LIAISON WITH THE INTERIOR DESIGNER AND SECURITY HARDWARE SPECIALISTS,

RECEIVING WEEKLY CRITIQUES FROM THE SENIOR PROJECT ARCHITECT AND MANAGING PRINCIPALS.

THE PROJECT IS CURRENTLY BEING REVIEWED BY CORPORATE HEADQUARTERS FOR APPROVAL.

PROJECT: HDR ALEXANDRIA LOBBY INTERIOR REDESIGN (APPROX. 1,600 SQ. FT) - ALEXANDRIA, VIRGINIA (D.C. METRO AREA)

ACADEMICWORK SAMPLE


[email protected]


10 OF 11

HOW CAN ARCHITECTURE INFLUENCE THE POPULAR USE OF THE L.A. METRO?

DIVING INTO THE HISTORY OF THE DEVELOPMENT AND EVOLUTION OF L.A. AND ITS TRANSPORTATION METHODS, I

CONCLUDED THAT ADVERTISEMENT HAS BEEN AND ALWAYS WILL BE THE MOST IMPORTANT MEDIUM. WHAT BETTER WAY TO

CHANGE POP CULTURE IN THE CITY THAT INVENTED THE MODERN USE OF IT, THAN THROUGH ADVERTISEMENT.

MY SOLUTION INVOLVED PLACING MIXED USE “METRO TOWERS” ON ALL METRO STATIONS TO ACTIVELY

ADVERTISE THE CITY AND MASS TRANSPORTATION TO ITS INHABITANTS, REVEALING THE STORY OF THE NEIGHBORHOOD/

CITY TO THE ENTIRE METROPOLIS THROUGH IT’S ARCHITECTURE.

EACH TOWER IS DESIGNED TO RESPECT THE SAME STRUCTURAL DNA, BUT VARIES PER THE NEIGHBORHOODS STORY.

PROJECT: SCENE AND UNSCENE - L.A. METRO TOWERS - REVEALING THE CITY TO ITSELF CAL POLY SAN LUIS OBISPO

3 CASE STUDIESEXPO PARK/USC

HOLLYWOOD AND VINE

SANTA MONICA

EXPO PARK/USC


ACADEMICWORK SAMPLE


[email protected]


URBAN DESIGN AND ARCHITECTURE PROJECT CONSISTING OF A POLICE STATION AND A COMMUNITY CENTER, GEARED

TOWARDS A STRONG AND INCLUSIVE NEIGHBORHOOD PRESENCE.

SUSTAINABILITY APPROACHES INCLUDED NOT ONLY PASSIVE SOLAR DESIGN BUT ALSO PROPER URBAN DESIGN. THE SITE

IS REPLACING A CURRENT STRIP-MALL PARKING LOT, AND IS LOCATED NEXT TO IMPORTANT TRANSIT HUBS. THE 1ST FLOOR

PROGRAM IS DESIGNED TO ENGAGE WITH OPEN PUBLIC SPACES AROUND IT.

IN THE END, I WORKED TO PROPERLY INCORPORATE ALL DIFFERENT ASPECTS OF SUSTAINABILITY, FROM THE ARCHITECTURAL

SCALE TO THE LARGER URBAN SCALE. BOTH THE HISTORY OF THE NEIGHBORHOOD AND THE FUTURE DEVELOPMENT

SERIOUSLY INFLUENCED THE PROJECT AS A RESULT OF THIS CONSIDERATION AS WELL.

PROJECT: H ST. NEIGHBORHOOD RENOVATION (WASHINGTON D.C.) VIRGINIA TECH

résumé_portfolio_samples_2012

Documents

project coordination

project development

gardner project

senior project architects

assisted project managers

project filing tasks

hdr offices

design principal