Ramirez_Portfolio_ProfessionalWorks_2012

ROBERTO RAMIREZ ASSOCIATE AIAARCHITECTURE AND DESIGN

[email protected]

2936 WALTON AVEL.A., CA 90007

2 OF 22PORTFOLIO ROBERTO RAMIREZ [email protected] 213-321-3694

FORT BLISS HOSPITAL (1.5 MILLION SQ. FT.) EL PASO, TEXAS

DEPARTMENT OF HOMELAND SECURITY, CONSOLIDATED NATIONAL OPERATIONS CENTER (600,000 SQ. FT.) WASHINGTON, DISTRICT OF COLUMBIA

HDR ALEXANDRIA OFFICE LOBBY INTERIOR (1,600 SQ. FT.)ALEXANDRIA, VIRGINIA

KAFESJIAN HOME REMODEL (1,500 SQ. FT.)WEST HOLLYWOOD, CALIFORNIA

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

3

10

13

16

19

DIRECTORY


FORT BLISS HOSPITAL EL PASO, TEXAS

1.5 MILLION SQUARE FEET

PROJECT DEVELOPMENT THROUGH COMPLETION OF CONSTRUCTION

DOCUMENTS

2011-2012


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.

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HOSPITALVOL. 3.1 STRUCTURALVOL. 3.2a ARCHITECTURALVOL. 3.2b ARCHITECTURALVOL. 3.2c ARCHITECTURAL ETERIORVOL. 3.2 ARCHITECTURAL INTERIORVOL. 3.2e ARCHITECTURAL INTERIORVOL. 3.3a INTERIORSVOL. 3.3b INTERIORSVOL. 3.4a EQUIPMENTVOL. 3.4b EQUIPMENTVOL. 3.5a SIGNAGE & WAYFINDINGVOL. 3.5b SIGNAGE & WAYFINDINGVOL. 3.6a MECHANICALVOL. 3.6b MECHANICALVOL. 3.7a PLUMBINGVOL. 3.7b PLUMBINGVOL. 3.8a ELECTRICALVOL. 3.8b ELECTRICALVOL. 3.9 FIRE PROTECTIONVOL. 3.10 TELECOMMVOL. 3.11 SECURITY

PACKAGE 3

PACKAGE 5ADMINISTRATIONVOL. 5.1 STRUCTURAL & ARCHITECTURALVOL. 5.2 INTERIORS, EQUIPMENT, SIGNAGE & WAYFINDINGVOL. 5.3 MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, TELECOMM & SECURITY

CLINICSPACKAGE 4VOL. 4.1 STRUCTURALVOL. 4.2a ARCHITECTURALVOL. 4.2b ARCHITECTURALVOL. 4.3 INTERIORSVOL. 4.4 EQUIPMENTVOL. 4.5 SIGNAGE & WAYFINDINGVOL. 4.6 MECHANICALVOL. 4.7 PLUMBINGVOL. 4.8 ELECTRICALVOL. 4.9 FIRE PROTECTIONVOL. 4.10 TELECOMM & SECURITY

CLINICAL INVESTIGATION BUILDING

CENTRAL UTILITY PLANT & UTILITY TUNNEL

VOL. 6.1 STRUCTURAL, ARCHITECTURAL, INTERIORS & SIGNAGE & WAYFINDINGVOL. 6.2 MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, TELECOMM & SECURITY

VOL. 7.1 STRUCTURAL, ARCHITECTURE, INTERIORS, EQUIPMENT, SIGNAGE AND WAYFINDINGVOL. 7.2 FIRE PROTECTION, MECHANICAL, PLUMBINGVOL. 7.3 ELECTRICAL, TELECOMM & SECURITY

PACKAGE 7

PACKAGE 6

P

PACKAGE 1 LIFE SAFETY

PACKAGE 2 SITE

PACKAGE 8 SHARED PACKAGE

VOL. 1.1 LIFE SAFETY

VOL. 2.1 CIVILVOL. 2.2 LANDSCAPINGVOL. 2.3 TELECOMM & SECURITY, LIGHTING, SIGNAGE AND WAYFINDING

VOL. 8.1a ARCHITECTURALVOL. 8.1b ARCHITECTURALVOL. 8.2 STRUCTURALVOL. 8.3 FIRE PROTECTION, TELECOMM & SECURITY, SIGNAGE

PACKAGE 4

NOT INDICATED ON THIS DRAWING

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OVERVIEWFT. BLISS HOSPITAL


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

1'8

"

GRID

GRID

STRUCTURAL STEEL MEMBER,WITH FIREPROOFING

SHEATHING6" STRUCTURAL STUD FRAMING

STONE RAINSCREEN SYSTEM

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

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


6" STRUCTURAL STUD FRAMING

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

"

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.

HB

SEALANT


7 1/2"

2 1/4"

6 1/4"

GYPSUM WALLBOARD

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

SHEATHING

STAINLESS STEEL FLASHING

SEALANT AND BACKER ROD

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"

SELFADHERING FLEXIBLEFLASHING

AIR BARRIER

STRUCTURAL STEEL MEMBERSTAINLESS STEEL FLASHING

ALUMINUM CURTAIN WALLSYSTEM

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

"

EDGE OF SLAB BELOW WHEREOCCURS

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

RAINSCREEN INSULATIONTYPE 1 (4")

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

"

A510C1

A510B1

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"


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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

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6" 1'0"A1 CASTINPLACE REVEAL



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"

CONCRETE FACED RIGIDINSULATION TYPE 3 (4 5/16")

BLANKET INSULATION

?OUTLINE OF STONE RAINSCREENABOVE

HAT CHANNEL


1'-5 3

/8"

5/8

"8"

10"

10"

STRUCTURAL STEEL TUBE WITHFIREPROOFING

METAL PANEL RAINSCREENSYSTEM

AIR BARRIER

2'-2"

CONTINUOUS ALUMINUMCLOSURE PLATE PAINTED BLACK

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




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"



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STONE RAINSCREEN AT METAL PANEL PARAPET

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

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STONE RAINSCREEN AT METAL PANEL

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

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

A2RAINSCREEN (CORNER) AT PARAPERT

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PSYCH TERRACE RAINSCREEN AT PARAPET

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RAINSCREEN AT ANGLED CURTAINWALL

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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"

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1" = 1'-0"C2

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



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.

BASEMENT FLOOR82' 0"

HK HK.1

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0 6" 1'0" 2'0"

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PERSPECTIVES AND DETAILSFT. BLISS HOSPITAL


UP

DN

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DN

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RADIOLOGY

DEPARTMENT OF MINISTRY& PASTORAL CARE

ADMINISTRATIONBUILDING

HOSPITAL BUILDING

MAINENTRANCE

WALKINENTRANCE

ADMINISTRATIONENTRANCE

OUTPATIENTENTRANCE

EMERGENCY DEPARTMENT

RADIATION PROTECTIONOFFICE

ATRIUM

ELECTRICAL

PHYSICAL THERAPY

PHYSICAL THERAPY /OCCUPATIONAL THERAPY

SHARED

NUTRITIONAL CARE CLINIC

OCCUPATIONAL THERAPY

PATHOLOGY OUTPATIENTSPECIMEN COLLECTION

PREADMISSION UNIT

PATIENT ADMINISTRATIONDIVISION PAD

OUTPATIENT

PHYSICAL THERAPY /OCCUPATIONAL THERAPY

SHARED

ASSEMBLYHALL

INFORMATIONMANAGMENT

DIVISION INFORMATICS

RESOURCEMANAGEMENT

DIVISION

OPERATIONS /READINESS

DIVISION

TROOPCOMMAND/PERSONNEL

DIVISION

CLINICALINVESTIGATION

DIVISIONVIVARIUM

HOLDING3

COMMONAREAS4

BIOLOGICALRESEARCH

SERVICE2

ELEC/MECH7

LOGISTICSEVS5

FACILITIESMANAGEMENT

DIVISION

BUILDINGSUPPORT

AMBULANCEDROPOFF

NUCLEAR MEDICINE

PROVOSTMARSHAL/SECURITY &

SAFETY

STAFFENTRANCE

CLINICWESTBUILDING

CLINICEASTBUILDING

AMBULANCESHELTER/GARAGE

CIB

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1 400A1 CAMPUS ORIENTATION PLAN FIRST FLOOR

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PLANFT. BLISS HOSPITAL


THE NATIONAL INSTITUTE OF HEALTH BETHESDA, MARYLAND

25,000 SQ. FT.

SCHEMATIC DESIGN

2010-2011


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

160' MAX HT

100' MIN HT

350'-380'

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

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.

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BU

FF

ER

LIN

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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.

4.4 pg 2

4.4 pg 3


BLUE SCHEME

A

B

The blue scheme attempts to overcome some of the challenges posed by the red scheme through various changes to the massing. It maintains a similar expression when seen from Convent Drive, yet explores a wider connection link that provides additional usable area and a stronger relationship to the existing structure. This tran-sitional connection element was conceptually understood to be a valuable collaboration space between two distinct research environments.

While this scheme also strives to fully utilize the available site, it does so without the use of a cantilevered structure. Instead, the blue scheme proposes a relocation of the Building 40 loading dock, and conceals it within the north façade of the expansion structure. As a result, this displacement eliminates the need for a long service drive and allows other programmatic functions to backfill the current service area.The move enhances opportunities for vivarium and loading dock expansion.

4.4 pg 5


PURPLE SCHEME

A

B

C

D

The purple scheme focuses on a dual massing approach that responds equally to the existing facility ‘block’ and the corner site condition. The initial massing gesture extends northward from Building 40, and is overlapped by a second, rotated massing element that is similar in size. Like the red scheme, the purple design concept explored the use of cantilevers in order to bridge a portion of the service access road and stretch the floor plate to the site limitation.

The primary advantage of this scheme is the large floor plates, and the layout flexibility that they could provide. This scheme tries to maximize the perimeter envelope for enhanced natural daylighting opportunities, with a large portion of the façade oriented toward the north to receive more diffuse light.

The connection to the existing building was studied to determine the best proportion, and remains quite flexible with regards to the passage width.

4.4 pg 7


YELLOW SCHEME

A

B

The yellow scheme most closely adheres to the NIH Master Plan and the original vision of the Phase II expansion. The addition directly adjoins the existing structure across the entire north façade, and extends toward the north until interrupted by the setback requirements. The design intent is to create a single, contiguous expression that makes the two structures visually inseparable.

While it respects the site context better than the other schemes, it requires a compromise with gross floor area. The full abutment along the north of Building 40 may increase the likelihood of disruption during construction, and eliminate existing windows to a few private offices.

OVERVIEW: CODE ANALYSIS AND MASSING STUDYTHE NATIONAL INSTITUTE OF HEALTH

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 MOST 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.


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



SCHEME DEVELOPMENTTHE NATIONAL INSTITUTE OF HEALTH

AFTER CAREFUL REFLECTION ON THE OPTIONS’ URBAN PRESENCE WITHIN THE CAMPUS, SUCH AS SITE VIEWS, ADJACENCIES, PEDESTRIAN AND TRAFFIC FLOW, EXISTING

SERVICES, ETC., WE FOCUSED ON THE MOST VIABLE MASSING STUDIES TO FURTHER DEVELOP THEM.

USING THE MOST VIABLE OPTIONS, MASSING STUDIES WERE FURTHER DEVELOPED TO FIT THE PROGRAMMATIC NEEDS OF THE FACILITY. ENVIRONMENTAL DECISIONS WERE

ALSO CONSIDERED AT THIS SCALE AND PASSIVE SOLAR DESIGN WAS TAKEN INTO CONSIDERATION.

SHADOW STUDIES WERE ALSO CONDUCTED TO SHOW THE EFFECTS OF THE MASS ON ITS SURROUNDINGS AT ALL TIMES OF THE YEAR, EXEMPLIFYING THE CAREFUL ATTENTION

PAID TO ITS URBAN PRESENCE.


DEPT. OF HOMELAND SECURITY, NATIONAL OPERATIONS CENTERWASHINGTON, DISTRICT OF COLUMBIA

600,000 SQ. FT.

PROJECT DEVELOPMENT THROUGH CONSTRUCTIONCONTRACT ADMINISTRATION

2010-2012


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 CONSTRUC-

TION 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.

OVERVIEWDEPT. OF HOMELAND SECURITY,NATIONAL OPERATIONS CENTER


OUR PROJECT REQUIRED CLOSE COORDINATION

WITH ALL ADJACENT PROJECTS BEING DESIGNED

AND CONSTRUCTED.

REVIT, AS WELL AS AUTOCAD AND ALL THE ADOBE

PROGRAMS, WERE HEAVILY USED THROUGHOUT

THE COURSE OF THIS PROJECT.

*DUE TO THE PROJECT’S SECURITY, DOCUMENTS

ARE NOT AVAILABLE FOR REVIEW. ALL IMAGES

SHOWN HAVE BEEN

AUTHORIZED AND ARE PUBLICLY AVAILABLE.

CONTEXT AND PERSPECTIVESDEPT. OF HOMELAND SECURITY,NATIONAL OPERATIONS CENTER


HDR ALEXANDRIA LOBBY INTERIOR REDESIGNALEXANDRIA, VIRGINIA

1,600 SQ. FT.

SCHEMATICS

2008-2009


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.

OVERVIEW AND PERSPECTIVESHDR ALEXANDRIA LOBBY INTERIOR REDESIGN


BY TAKING AS-BUILT DRAWINGS OF THE OFFICE, I DEVELOPED THE SKETCHUP MODELS AND ORGANIZED ITS MASSING STUDY STRUCTURE. OPTIONS WERE FURTHER DEVELOPED AND REFINED, AND

FINISHES WERE IMPLEMENTED BY CONSULTING WITH ALL DESIGNERS AND SPECIALISTS.

OVERVIEW AND PERSPECTIVESHDR ALEXANDRIA LOBBY INTERIOR REDESIGN


KAFESJIAN HOME REMODELWEST HOLLYWOOD, CALIFORNIA

1,500 SQ. FT.

PERMIT SET

2008-2009


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.

PERMIT SETKAFESJIAN HOME REMODEL


PERMIT SETKAFESJIAN HOME REMODEL


THE GARDNER PROJECT, BOOK BUILDINGSANTA BARBARA, CALIFORNIA

20,000 SQ. FT.

SCHEMATICS THROUGH DESIGN DEVELOPMENT

2008-2009


SCHEMATICS: PROCESSKAFESJIAN HOME REMODEL

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.


SCHEMATICS: PROCESSKAFESJIAN HOME REMODEL


WE ULTIMATELY CONSULTED WITH A PRODUCTION FIRM WHO SPECIALIZED IN PRODUCING COMPLEX

PROJECTS. THE PROJECT IS CURRENTLY UNDER CONSTRUCTION.

DESIGN DEVELOPMENT KAFESJIAN HOME REMODEL

Ramirez_Portfolio_ProfessionalWorks_2012

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