BArch Design Portfolio by Alan Manning

DESIGN PORTFOLIO A l รก n

R a m iro

Ma n n i n g

“The test of a work of art is, in the end, our affection for it, not our ability to explain why it is good.”

- Stanley Kubrick

TEMPERED GLASS 1 1/2"

1 1/2"

5/16"

1'-0"

1 1/2"

5/16"

1 1/2"

DOOR SEAL, TYP.

PAUL MURDOCH ARCHITECTS 2"

PARTITION AS SCHEDULED

1 1/2"

2E WINDOW JAMBS AT INTERSECTION W/ WALL

PARTITION AS SCHEDULED

8820 Wilshire Blvd. Suite 330 Beverly Hills, California 90211 310 358-0993 F.310 358-9196

METAL FRAMING

DOOR PER SCH. TYP.

PARTITION AS SCHEDULED

1 1/2"

HINGE

2C DOOR HINGE JAMBS AT INTERSECTION W/ WALL

2D DOOR STRIKE JAMB W/ SOLID WALL

2B DOOR STRIKE JAMB W/ SIDELITE

2A ALUM WINDOW JAMB MULLION

NOTE: FOR STUD OPENING AND FRAMING REFER TO A705 ALUMINUM DOOR AND WINDOW FRAMES 3" = 1'-0"

3" = 1'-0"

AERIAL VIEW LOOKING SOUTH TOWARDS NEW HARBOR AND SERVICE BUILDING AND ELEVATED PUBLIC PROMENADE ALONG SHORELINE

MESH INFILL PANEL 3" = 1'-0"

1 1/2"

TEMPERED GLASS

HEADER SEE STRUCT.

PARTITION AS SCHEDULED

POST BASE DETAIL 3" = 1'-0"

\msa\

5A 5C DOOR HEAD @ CANTILEVER PARTITION

SILL

5B CANTILEVER WINDOW

11/16/15 ADDENDUM #2

NO.

DATE

3" = 1'-0"

REVISION

UCLA HOUSING MAINTENANCE FACILITY PROJECT NO. 946265.01

265 DE NEVE DRIVE LOS ANGELES, CA 90095

ISSUED FOR BID

PMA PROJECT NO.

14003 DRAWING TITLE

INTERIOR DETAILS

SCALE

NTS

DATE

5A CANTILEVER PARTITION CANTILEVER PARTITION DETAIL

HOVERING EXPANSE

15B STEEL TUBE @ WINDOW ALUM. WINDOW FRAME @ G.L. C

HEADER

GLAZING BEAD

PER STRUCTURAL TEMPERED GLASS

1 1/2"

RECIPROCAL BORDERS

5"X2"X1/8" STEEL TUBE SEE STRUC.

5/16"

ALUM DOOR FRAME

DOOR SEAL DOOR AS SCHEDULED

3" = 1'-0"

HEADER SEE STRUCT.

8'-2 1/2'

5"X2"X1/8" STEEL TUBE SEE STRUC.

ALUMINUM DOOR AND WINDOW FRAMES

8'-2 1/2'

1 1/2"

5/16"

3A WINDOW SILL AND HEAD @ SIDELIGHT

NOTE: FOR STUD OPENING AND FRAMING REFER TO STRUCTURAL

1 1/2"

3B WINDOW

AS SCHEDULED

3" = 1'-0"

15A STEEL TUBE DETAIL TYP.

5/16"

PARTITION AS SCHEDULED

ACOUSTICAL WALL TO WINDOW MULLION

3C DOOR HEAD

URBAN GRAFT

HSS REFER TO STRUCT. ALIGN TOP OF HSS AT GL C AND B

PTD. STL. U-EDGING

05 06 07 08 09 10 PARTITION AS SCHEDULED

NOM. 1/4" THICK ADHESIVE FOAM TAPE EQUAL TO NORSEAL V710 SERIES AND ACOUSTIC SEALANT BETWEEN MULLION AND WALL.

LIFTED VILLAGE

HEADER SEE STRUCT.

PTD. STL. U-EDGING PTD 2X4 STEEL TUBE AT 3'-0" O.C., WELDED WIRE MESH ON FACE OF TUBE, TACK WELD FACTORY FIN. WELDED WIRE MESH INFILL PANEL

PRIVATE

GLAZING BEAD

3'-6"

AS SCHEDULED

TEMPERED GLASS

STL. BEAM REFER TO STRUCT. PTD. STL. ANGLE, REFER TO STRUCTURAL

GLAZING BEAD

PUBLIC

ACADEMIC STEEL RESISTANCE

1'-3"

STL. BEAM REFER TO STRUCT.

PTD. STL. ANGLE, REFER TO STRUCTURAL PTD. STL. ANGLE, REFER TO STRUCTURAL ALIGN W/ BOT OF BEAM FLANGE

1 1/2"

1 1/2" DOOR SEAL DOOR AS SCHEDULED

RUBATEX INTERNATIONAL #R42 OR EQUAL. GASKET FIT TIGHT ACROSS MULLION WITH NO GAPS AND ATTACHED WITH ADHESIVE.

GLAMOUR MACHINE

3" = 1'-0"

MOBILE VILLAGE

1/2"

1 1/2"

AS SCHEDULED

WALL TO WINDOW MULLION

1'-3"

5/16"

1 1/2"

NEW KEELUNG HARBOR

01 02 03 04 UCLA MAINTENANCE

GUGGENHEIM HELSINKI

professional

5/16"

TEMPERED GLASS

ALUM DOOR FRAME

RESILIENT CHANNEL

PARTITION AS has resulted in two distinct typologies: the fluid ones, borrowing from the dynamism and speed that characterizes travel and movement in general; and the rigid clusters of buildDELUXE SINGLE LEG SCHEDULED BRACE RESILIENT CHANNEL. ings, creating strictly d ifferentiated volumes arranged in fixed layouts composed of wings or bays.STRUCT While WHERE OCCUR these two models of space organization have traditionally been in opposiC tion, we recognize open spatial possibilities in service and transport buildings not yet coded with an architectural typology. Thus borrowing as much from fluid, knot-like, connective PARTITION AS SCHEDULED design as well as from clear, bay or wing-based space organization. Along that line of thinking, MSA’s design for the New Keelung Harbor and Service Building proposes a three-part NOTE: (THICKNESS FLUSH WITH WALL) GASKET LAMINATED TO 5/8" THICK GYPSUM BOARD LAMINATED TO BOTH SIDES OF based typology that subtly contorts its mass in order to link to neighboring spaces and activities, achieving overt continuity between service, travelling, andOFcommerce, while WINDOWleisure MULLION. GASKET 7-11 PCF DENSITY NEOPRENE/EPDM/SER BLEND WITH SHORE DUROMETER OF at the same time maintaining differentiation among the many functions. 25-50 AQUAL TO AMERICAN NATIONAL RUBBER #4111-N,

11-30-15

METAL FRAMING

ADHESIVE FOAM TAPE (SEE NOTE)

1/2" THICK, CEMCO RC-1, USG Infrastructure and service buildings have usually been characterized by the specificity and efficiency of their connections. This paradigm RC-1 OR CLARK DIETRICH RC

1 1/2"

3" MAX

5/16"

1 1/2"

PARTITION BELOW

METAL FRAMING SEE STRUCTURAL

5/16"

GASKET (SEE NOTE)

1'-3"

SEALANT JOINT

4" 20GA BRACE @4'-0", TYP WHERE OCCURS

TEMPERED GLASS

10/15/2015 DRAWN

CHECKED

A.M.

M.M.

SHEET NO.

A707

027

026

025

024

023

022

021

020

019 018

6/20 - 5 PM 6/20 - 1 PM

12/21 - 12 PM

5 1'-0 1/4" 6"

10" WOOD FL. JOIST

1/2" GYPSUM WALL BOARD

SCALE: 1-1/2"=1'-0"

6/20 - 9 AM

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

6/20 - 8 AM

RAMP TO STUCCO WALL CONNECTION

1'-6"

1'-2 1/2"

ARM

5/8" SHEATHING PLYWOOD

R-30 BATT INSULATION IN ALL ROOF AREAS, TYP.

2X8 WEDGE

TYP. DOOR HEAD/ JAMB DETAIL SCALE: 3"=1'-0"

WINDOW SILL DETAIL

B.R.

1/2" GYPSUM WALL BOARD

FLASHING

1/4" NAIL IN 2X4 DOUBLE TOP PLATE

ARM

SCALE: 3" = 1'-0"

WINDOW HEAD/JAMB DETAIL

NO. 01

1/8" NAIL

SCALE: 3" = 1'-0"

B.R.

DETAILS

PAGE NUMBER:

ROOF EDGE DETAIL SCALE: 1 1/2" = 1'-0"

DATE 03.25.2012

PAGE TITLE:

1X12 ALUMINUM FASCIA

The drawings and specifications indicate the general scope of work and required technical performance of the building systems and do not necessarily indicate or describe all the work required for full performance and completion of the construction contract. Based on the scope of work indicated Contractor shall furnish all items required for the proper execution of the project.

JOB NO:

1/4" ROOFING ASPHALT SHINGLE

1/4" NAIL

B.R.

A-700

pathways

grasses

low density of shadows - winter solstice

hidden program

wind flow density

high density of shadows - summer solstice

bicycle circulation

Written dimensions shall have precedence over scaled dimensions. The Contractor shall verify and be responsible for all dimensions and conditions on the jobsite and report any discrepancies to Architect.

ROOF CORNER DETAIL

2X8 WEDGE

SEALANT, TYP.

pedestrian circulation

5/8" SHEATHING PLYWOOD

FIXED ALUMINUM FRAME WINDOW

1" INSULATED GLAZING

4954 E. Meridian Street

1'-6"

10"

SEALANT, TYP.

SHIM

WD. DOOR PER DR. SCHED.

5/8" PLYWOOD

E.R.

1/4" ROOFING ASPHALT SHINGLE

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER

WOOD SHIM

SCALE: 3" = 1'-0"

(N) STUCCO WALL ASSEMBLY

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

5/8" GYPSUM WALL BOARD

1X3 WD. TRIM

2X4 DOUBLE TOP PLATE

SEALANT, TYP.

SCALE: 3" = 1'-0"

2X8 RAMP FL. JOIST

SUSPENSION CABLE / RAMP FL. JOIST CONNECTION

1/2" GYPSUM WALL BOARD

1/4" NAIL

9" STEEL BRACKET W/ (4) 1/2" 1D 375 BOLT

(2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD

SATURN HOUSE

6/20 - 1 PM 6/20 - 12 PM

INTERIOR WALL AND ROOF CONNECTION

(2) 1" SUSPENSION CABLE BOLT

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

FIXED ALUMINUM FRAME WINDOW SHIM

3/4" SHEATHING PLYWOOD 1/2" GYPSUM CEILING BOARD

1" THCK STL. SUSPENSION CABLE

1/8" NAIL

1" INSULATED GLAZING

WOOD FRAME

1/2" GYPSUM WALL BOARD

(N) STUCCO WALL ASSEMBLY

B.R.

5/8" SHEATHING PLYWOOD

1X3 WD. TRIM

(6) 1/2" 1D 375 BOLT HEXFINISHED PV

SCALE: 1" = 1'-0"

1/4" ROOFING ASPHALT SHINGLE

R-13 INSULATION

(2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD JOIST HANGER

SCALE: 3" = 1'-0"

4" CLEAR FOR EXPANSIVE SOIL 1'-0"

CONNECTION OF WALL A / FLOOR / FOUNDATION

MUQARNA STUDY

SCALE: 1" = 1'-0"

3" COMPACTED GRAVEL

E.R.

(2) 1" SUSPENSION CABLE BOLT

FINISH GRADE

(2) #4 REBAR AT BOTTOM

2/8 ROOF RAFTERS @ 24" O.C.

6/20 - 10 AM

CONNECTION OF WALL TO FOUNDATION W/ DARINAGE

(N) STUCCO TERMINATION

E.R.

SCALE: 3" = 1'-0"

1" THCK STL. SUSPENSION CABLE

2X4 DOUBLE TOP PLATE

R-30 BATT INSULATION

2X4 STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARD

2X10 WOOD FL. JOIST

RAMP FL. JOIST CONNECTION

SATURN RESIDENCE

4" DIA PERFORATED PVC DRAIN PIPE W/ FILTER SLEEVE WRAP. CONNECT TO (E) UNDERGROUND DRAINAGE SYSTEM

FILTER FABRIC

SEALANT, TYP.

SCALE: 3" = 1'-0"

2X 2X4 DOUBLE TOP PLATE

ROOT BARRIER

R-30 BATT INSULATION IN ALL ROOF AREAS, TYP.

WINDOW SILL DETAIL

6/20 - 11 AM

ont Ave

1'-6"

COURSE GRAVEL LIGHTLY COMPACTED

3/4" WOOD SHEATHING PLYWOOD

2X6 P. TRDT. WOOD SILL

003

2X10 WOOD FL. JOIST

SS PLATE AND STAKE MOW STRIP

TURNING POINTS

004

driver lounge

002

3/4" WOOD SHEATHING PLYWOOD

3" DEEP PEA GRAVEL; MAX 1/2" DIA.

INTERLINKED INTENSITIES

6/20 - 8 AM

006

005

mechanical

2X6 P. TRDT. WOOD SILL

(N) STUCCO WALL ASSEMBLY

3/4" FINISH WOOD FL.

2X10 FL. WEDGE

FLASHING

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

(E) GRADE

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

2X4 SILL PLATE

4" CONC SLAB ON GRADE W/ #3 RB. @ 16" O.C.

(N) STUCCO WALL ASSEMBLY

BILLY GROSJEAN

ARM

1/2" GYPSUM WALL BOARD

REGULAR 2X4 WOOD STUD @ 16" O.C TYP.

R-30 BATT INSULATION IN ALL ROOF AREAS, TYP.

3/4" FINISH WOOD FL.

ALAN MANNING

(2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD JOIST HANGER

SCALE: 1" = 1'-0"

1" ANCHOR BOLT HOOK

(2) 2X8 RIDGE RAFTER

1/2" GYPSUM WALL BOARD

ERICK RODRIGUEZ

BRYAN RINCON

CHANGE OF LEVEL INTERIOR DETAIL

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER NAIL

5/8" SHEATHING PLYWOOD

N Frem

002

2X10 FL. WEDGE

1" ANCHOR BOLT HOOK

(N) STUCCO TERMINATION

E.R.

SEALANT, TYP.

SCALE: 1/4" = 1'-0"

DRAWN BY

(6) 1/2" 1D 375 BOLT HEXFINISHED PV

#4 REBAR

1'-1 1/2"

SCALE: 3" = 1'-0"

OFFSET "Z" SET IN SEALANT

001

003

CRAWL SPACE

FINISHED GRADE

INTERIOR WALL / TYP. DOOR HEAD

METAL FLASHING TYP.

SIDE/SOUTH ELEVATION

2X4 SILL PLATE

WATERPROOFING MEMBRANE

1" ANCHOR BOLT HOOK

6/20 - 5 PM

6/20 - 5 PM 7500 GLENOAKS BOULEVARD BURBANK, CA 91510

flora geometric relationships

6/20 - 2 PM

6/20 - 4 PM

6/20 - 9 AM 4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER

RIGID INSULATION

4" SAND

1/4" ROOFING ASPHALT SHINGLE

restroom

004

6/20 - 9 AM

007

dispatch room

driver lounge

SCALE: 1/4" = 1'-0"

courtyard

covered bus parking/ maintenance

KINETIC OBSESSION

007

12/21 - 10 AM

006

005

SIDE/SOUTH ELEVATION

REGULAR 2X4 WOOD STUD @ 16" O.C TYP.

001

12/21 - 9 AM

EMBRACE

WOOD DOOR

CRAFT

WAI

N Figueroa Tunnel

3/4" WOOD SHEATHING PLYWOOD

11"

6/20 - 8 AM

6/20 - 3 PM

3/4" FINISH WOOD FL.

CONC. STEP

4" CONC. SLAB ON GRADE

#4 DOWELS @ 24" O.C.

6/20 - 3 PM

6/20 - 12PM 6/20 - 11 AM

026

6/20 - 4 PM 025

024

022

021

023

019

020

018 6/20 - 5 PM

12/21 - 8 AM

015

016 6/20 - 4 PM

90 6/20 - 2 PM

6/20 - 3 PM

013

014 6/20 - 1 PM

6/20 - 12 PM

6/20 - 11 AM

6/20 - 10 AM

12/21 - 9 AM

6/20 - 5 PM

bike parking

12/21 - 10 AM 3

12/21 - 11 AM

removal of existing tree

012

011

12/21 - 12 PM

010 12/21 - 11 AM

2X4 STUDS @ 16" O.C.

INTERIOR

GARAGE INT. 2x10 WOOD FL. JOIST 2x6 P. TRTD WD. SILL PL.

WOOD SHIM

WOOD FRAME

6/20 - 2 PM

12/21 - 2 PM

12/21 - 1 PM

porte cochere

exterior vegetation/ park

interior waiting

013

015

12/21 - 2 PM

016

12/21 - 3 PM

017

newest proposal defines the site and its parameters with a greater intent in involving the topography and landscape conditions.

12/21 - 3 PM

27 sections of the previous proposal

011 010 009 pedestrian ramp wheelchair and bicycle accessible travels over the freeway

freeway bridge overpass

008

2x4 P. TRTD WD. SILL PL.

W Temple St

1x3 WD. TRIM

11 12 13 14 15 16 17 12/21 - 8 AM

FASTLANE TRANQUILITY

1/2" GYPSUM WALL BOARD

introduction “Architecture is an art when one consciously or unconsciously creates aesthetic emotion in the atmosphere and when this environment produces well-being.” - Luis Barragán

As a designer, I aspire to thread the natural discovery of sketching into the practice of architecture; sketching is an essential hand tool for real time creation. As technology increases its means for designers to produce in varying ways, it is our duty as designers to stay true to the hand, it is the only authentic tool that can translate the imagination in the most fluid relatable way. This does not mean we rebel against growing forms of design, but we adapt, and combine forces. This is what we call, hybrid working methods. By designing back and forth both analog and digital, learning from one to the next, extracting and implementing the learned qualities to the following iteration, this is where the potential for inspiring spaces are born.

Urban sketching which is on location in one to one scale, connects you to the environmentâ&#x20AC;&#x2122;s sounds, smells and colors in a most authentic, raw way; the process is meticulous and meditative. This is how I connect to a space and understand its inner and outer workings. In turn, I come to understand what the space wants or needs, how it can be transformed or expounded upon and how I can instill my own design in a space. The body of work presented in this book is strung together by a common attitude towards approaching a design, an architecture. Terms consistently seen as driving forces are: harmony, light, passive, context, precision, simplicity,

fluidity, community, steel, structure, nature, and sustainability among others terms. It is here that I ventured to discover the potential for creating spaces that encourage well-being. I would like to give a special thank you to my mentors, professors, competitive encouraging colleagues, the inspiring travelers, and my friends and family who were part of the process in my education and experiences; the journey to becoming an architect is just getting started.

01 GUGGENHEIM HELSINKI International Design Competition Location: Helsinki, Finland Typology: Museum

Firm: Paul Murdoch Architects Key Roles: 3D Model Designer, Coordination of Visualization

GUGGENHEIM HELSINIKI PAUL MURDOCH ARCHITECTS A sleek maritime form gently settles on the harbors plaza. Iconic and strong, this museum is unique to the context of Helsinki. The structure is sensitive to the surrounding elevations by gently graduating to a height that meets the top of the adjacent park. By night light bursts through wooden ribbed structure and evokes the framing of a boat hull. By day the glazingâ&#x20AC;&#x2122;s dynamic tint is light controlled to preserve the artwork. The natural day lighting in the adaptable interior imbues a sense of harmony with the exterior; connecting the inhabitants to an authentic experience with the artworks as well as the city of Helsinki.

Museum Render Montages: 1. Entry Plaza 2. Rhino 3D 3. Strong and Iconic Illuminating the Harbor 4. Electronically Tintable Dyanmic Glass 5. Finish Tradition with Innovative Wood Construction

1/2"

1D TYPICAL (HEADER SI

CL DOOR

VARIES

PROFILE OF FRAME

QUARTZ FLOOR FIN.

CONCRETE SEALED

FLOOR FIN. WHERE OCCURS 1/2" MAX @ 1:2 SLOPE

1 MAX

QUARTZ FLOOR FIN.

CONCRETE SEALED

METAL EDGE

CARPET REDUCER STRIP

CARPET FLOOR FIN. OVER CONC.

SEALANT

1/2" CLR.

DOOR THRESHOLD PER DOOR HARDWARE SCH.

1/8"

DOOR AS SCH'D

VARIES

CL DOOR 2F SILL DETAIL @ QUARTZ TO CONCRETE

2E SILL DETAIL WITH THRESHOLD

2D SILL DETAIL @ QUARTZ/ CARPET

2C SILL DETAIL @ CONCRETE/ CARPET

CARPET FLOOR FIN. OVER CONC.

PARTITION AS SCHEDULED

CONTINUOUS HINGE

HOLLOW METAL FRAME

METAL STUD PER PLAN

1 15/16"

DOOR AS SCHEDULED

2" 4" UON

SIZE TO FIT PARTITION

1 15/16"

METAL STUD PER PLAN

H.M. DOOR FRAME

STEEL SUPPORT SEE STRUCTURAL

JAMB ANCHOR 5/8"

PAUL MURDOCH ARCHITECTS

PROFILE OF FRAME 1-HR RATED FIRE PROOFING

FACE OF INTERSECTING PARTITION, AS OCCURS

GYPSUM WALL FINISH

JAMB IM.)

1A SIDELIGHT @ WALL

INTERIOR HOLLOW METAL JAMB DETAIL 3" = 1'-0"

VARIES

8820 Wilshire Blvd. Suite 330 Beverly Hills, California 90211 310 358-0993 F.310 358-9196

VARIES

PROFILE OF FRAME

1/4" CLR. UNO

CONCRETE SEALED

PROFILE OF FRAME

THICKNESS OF FIN. FLOOR VARIES SEE FINISH SCHEDULE

UCLA MAINTENANCE FACILITY 11-30-15

Construction Details - Issued for Bid 2B SILL DETAIL @ CONCRETE

2A SILL DETAIL @ FLOOR FINISH

SILL DETAIL 3" = 1'-0"

QUARTZ FLOOR FIN. QUARTZ FLOOR FIN.

1/3 DEPTH OF SLAB

WATERPROOFING PER RESINOUS FLOOR MANUF., TYP.

1/8 "

FLEXIBLE JOINT SEALANT

MAX 2% SLOPE

SEALANT AROUND DRAIN VARIES SEE 1/A121

Location: Los Angeles, Ca Typology: Industrial Facility

Firm: Paul Murdoch Architects Key Roles: Construction Detail Drafter

UCLA HOUSING MAINTENANCE FACILITY

MIN 4 PCF DENSITY MINERAL WOOL IN CAVITY

METAL DECK 1/2" MIN

METAL DECK

PAUL MURDOCH ARCHITECTS

METAL DECK

PAUL MURDOCH 8820 Suite 330 A RWilshire C H I Blvd. TEC TS

1/2" MIN

METAL DECK

MIN 4 PCF DENSITY MINERAL WOOL IN CAVITY

Beverly Hills, California 90211 310 358-0993 F.310 358-9196

8820 Wilshire Blvd. Suite 330 Beverly Hills, California 90211 310 358-0993 F.310 358-9196

Paul Murdoch Architects 2E SHAFT WALL PARALLEL TO SLOPED Final phase interior construction details drawn in METAL DECK FLUTE AutoCad. Checked by Job Captain. 2E SHAFT WALL PARALLEL TO SLOPED METAL DECK FLUTE

PARALLEL TO SLOPED METAL DECK FLUTE

2C PERPENDICULAR TO METAL DECK FLUTE

PARALLEL TO METAL DECK FLUTE

PARALLEL TO SLOPED METAL DECK FLUTE

2C PERPENDICULAR TO METAL DECK FLUTE

PARALLEL TO METAL DECK FLUTE

NESTED TOP TRACK

ATTACHMENT NESTED TOP TRACKAT FLOOR & ROOF METAL DECK

NOTE: SEE STRUCTURAL FOR METAL STUD

TYPICAL WALL HEAD ATTACHMENT DETAILS AT DECK NOTE: SEE STRUCTURAL FORMETAL METAL STUD

TYPICAL WALL HEAD ATTACHMENT DETAILS AT METAL DECK

ATTACHMENT AT FLOOR & ROOF METAL3"DECK = 1'-0"

3" = 1'-0"

TOP OF MTL. DECK FLUTE

1/2"

MIN 4 PCF DENSITY MINERAL WOOL IN FLUTE CAVITY

TOP OF MTL. DECK FLUTE

11-30-15

RATED PARTITION AS SCH'D FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL

13B PERPENDICULAR TO FLUTES

13A PARALLEL TO FLUTES 13A PARALLEL TO FLUTES

3" = 1'-0"

TYPICAL RATED PARTITION AT FLUTED METAL DECK 3" = 1'-0"

ACOUS SEALANT 5/8" GYPSUM BOARD BTM OF CLOSURE DECK FLUTE

ACOUSTICAL BATTS & LATHE (TYPICAL)

ACOUS INSULATION 5/8" GYPSUM PARTITION AS SCHEDULE BOARD CLOSURE

ACOUS INSULATION

UL HW-D-0091

TYPICAL RATED PARTITION AT FLUTED METAL DECK

ELEVATION AT MTL DECK

5/8" GYP BD. ENCLOSURE SCREW TO EACH STUD NOTE: 1. SEE FORAT METAL STUD 3ASTRUCTURAL ELEVATION MTL DECK ATTACHMENT TO DECK + ROOF 2. DEFLECTION SEE STRUCT. NOTE: 1. SEE STRUCTURAL FOR METAL STUD ATTACHMENTDETAILS TO DECK + @ ROOF ATTACHMENT METAL DECK 2. DEFLECTION SEE STRUCT.

PARALLEL TO FLUTED DECK

PARTITION PERPENDICULAR TO FLUTED DECKAS SCHEDULE

PARALLEL TO FLUTED DECK

PERPENDICULAR TO FLUTED DECK

TYPICAL ACOUSTICAL WALL HEAD

5/8" GYP BD. ENCLOSURE SCREW TO EACH STUD ACOUSTICAL BATTS & LATHE (TYPICAL)

3" = 1'-0"

TYPICAL ACOUSTICAL WALL HEAD ATTACHMENT DETAILS @ METAL DECK

3" = 1'-0"

3 3

B.6

1 WALL TYPE PER PLAN RUBBER BASE PER FINISH SCHEDULE WALL TYPE PLAN CONT. 4"X4"PER 16 GA. SHEET METAL CLOSURE SECURED W/ #10 SCREW @ 16" OI.C.

10"

3" MIN

COMPOSITE FLOOR SLAB, CONC. OVER DECK PER STRUCT. JOIST METAL PER STRUCTURAL

CONT CLOSER ANGLE

DATE

REVISION

LOS ANGELES, CA 90095

CONT CLOSER ANGLE JOIST PER STRUCTURAL ACOUSTICAL METAL DECK, PER STRUCTURAL

11/16/15 ADDENDUM #2

NO.

UCLA HOUSING MAINTENANCE FACILITY PROJECT NO. 946265.01 265 DE NEVE DRIVE

COMPOSITE FLOOR SLAB, CONC. CARPET FLOOR TILEPER STRUCT. OVER METAL DECK

ACOUSTICAL METAL DECK, PER STRUCTURAL

UCLA HOUSING MAINTENANCE FACILITY PROJECT NO. DATE NO. 946265.01 REVISION

CARPET FLOOR TILE

3" MIN

11/16/15 ADDENDUM #2

2ND FLOOR

MINIMUMBASE 4" THICKNESS MINERAL WOOL SAFING (MIN. 4 PCF DENSITY) COMPRESSED RUBBER PER FINISH SCHEDULE 33%, FLUSH W/ TOP SURFACE OF FLOOR ASSEMBLY. CONT. 4"X4" 16 GA. SHEET METAL CLOSURE SECURED W/ #10 SCREW @ 16" OI.C. MIN. 1/8" (WET) THICK. HILTI CFS-SP WB FIRESTOP JOINT SPRAY OR MIN. 2MM (WET) THICK. HILTI CFS-SP SIL MINERAL FIRESTOPWOOL SILICONE JOINT SPRAY COMPLETELY COVER MINIMUM 4" THICKNESS SAFING (MIN. 4 PCFTO DENSITY) COMPRESSED MINERAL WOOL, OVERLAPPING MIN. 1/2" ONTO CONC. FLOOR AND CURTAIN WALL. 33%, FLUSH W/ TOP SURFACE OF FLOOR ASSEMBLY. 2ND FLOOR MIN. 1/8" (WET) THICK. HILTI CFS-SP WB FIRESTOP JOINT SPRAY OR MIN. 2MM (WET) THICK. HILTI CFS-SP SIL FIRESTOP SILICONE JOINT SPRAY TO COMPLETELY COVER MINERAL WOOL, OVERLAPPING MIN. 1/2" ONTO CONC. FLOOR AND CURTAIN WALL. 2ND FLOOR

10"

265 DE NEVE DRIVE FORCABID LOSISSUED ANGELES, 90095

PMA PROJECT ISSUED NO. FOR BID

14003

DRAWING TITLE

INTERIOR DETAILS

PMA PROJECT NO.

JOIST PER STRUCTURAL JOIST PER STRUCTURAL

14003

DRAWING TITLE

INTERIOR DETAILS 2"

SLOTTED CLIP ANGLE @16"OC WALL AS SCHEDULED CONT ANGLE PER STRUCTURAL CLOSER L-ANGLE, 16GA CONT SLOTTED CLIP ANGLE @16"OC WALL AS SCHEDULED

SLOTTED CLIP ANGLE @16"OC

CONT ANGLE PER STRUCTURAL 2"

13B PERPENDICULAR TO FLUTES

ACOUSTICAL BATTS & LATHE (TYPICAL) ACOUS SEALANT

UL HW-D-0091

RATED PARTITION AS SCH'D

BTM OF DECK FLUTE

ACOUS SEALANT

METAL STRAP PER DETAIL 15/A523

NOTES: 1. (1) LAYER AT EACH SIDE = 1-HR RATED PARTITION; (2) LAYERS AT EACH SIDE = 2-HR RATED PARTITION 2. FOR ANCHORAGE SEE STRUCTURAL NOTES: 1. (1) LAYER AT EACH SIDE = 1-HR RATED PARTITION; (2) LAYERS AT EACH SIDE = 2-HR RATED PARTITION 2. FOR ANCHORAGE SEE STRUCTURAL

METAL STRAP PER DETAIL 15/A523

FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL

. .

1/2"

5/8" MIN 2" MAX

11-30-15

ACOUS SEALANT

1/2"

5/8" MIN 2" MAX

1/2"

MIN 4 PCF DENSITY MINERAL WOOL IN FLUTE CAVITY

SLOTTED CLIP ANGLE @16"OC

SCALE

AS NOTED

CLOSER L-ANGLE, 16GA CONT

DATE

CLOSER L-ANGLE, 16GA CONT

SCALE DRAWN

WALL HEAD ATTACHMENT DETAIL 3" = 1'-0"

15 15

CLOSER L-ANGLE, 16GA CONT

FLOOR CLOSURE DETAIL 3" = 1'-0"

5 5

A.M. DATE

10/15/2015 AS NOTED CHECKED M.M.

SHEET NO. 10/15/2015 DRAWN

A.M.

A706

CHECKED

SHEET NO.

A706

M.M.

TEMPERED GLASS 1 1/2"

1 1/2"

5/16"

1'-0"

1 1/2"

5/16"

1 1/2"

DOOR SEAL, TYP.

PA A 2"

PARTITION AS SCHEDULED

1 1/2"

HINGE

2E WINDOW JAMBS AT INTERSECTION W/ WALL

PARTITION AS SCHEDULED

882 Bev 310

METAL FRAMING

DOOR PER SCH. TYP.

PARTITION AS SCHEDULED

1 1/2"

2C DOOR HINGE JAMBS AT INTERSECTION W/ WALL

2D DOOR STRIKE JAMB W/ SOLID WALL

2B DOOR STRIKE JAMB W/ SIDELITE

2A ALUM WINDOW JAMB MULLION

NOTE: FOR STUD OPENING AND FRAMING REFER TO A705 ALUMINUM DOOR AND WINDOW FRAMES 3" = 1'-0"

1 1/2"

DOOR SEAL DOOR AS SCHEDULED

GLAZING BEAD

PUBLIC

PRIVATE

3" = 1'-0"

PARTITION AS SCHEDULED

NOM. 1/4" THICK ADHESIVE FOAM TAPE EQUAL TO NORSEAL V710 SERIES AND ACOUSTIC SEALANT BETWEEN MULLION AND WALL.

3C DOOR HEAD

GLAZING BEAD

WALL TO WINDOW MULLION

NOTE: (THICKNESS FLUSH WITH WALL) GASKET LAMINATED TO 5/8" THICK GYPSUM BOARD LAMINATED TO BOTH SIDES OF WINDOW MULLION. GASKET OF 7-11 PCF DENSITY NEOPRENE/EPDM/SER BLEND WITH SHORE DUROMETER OF 25-50 AQUAL TO AMERICAN NATIONAL RUBBER #4111-N, RUBATEX INTERNATIONAL #R42 OR EQUAL. GASKET FIT TIGHT ACROSS MULLION WITH NO GAPS AND ATTACHED WITH ADHESIVE.

1 1/2"

PARTITION AS SCHEDULED

1'-3"

1 1/2"

3" MAX

PARTITION AS SCHEDULED

TEMPERED GLASS

ALUM DOOR FRAME

RESILIENT CHANNEL 1/2" THICK, CEMCO RC-1, USG RC-1 OR CLARK DIETRICH RC DELUXE SINGLE LEG RESILIENT CHANNEL.

5/16"

METAL FRAMING

ADHESIVE FOAM TAPE (SEE NOTE)

STRUCT BRACE WHERE OCCUR

5/16"

1 1/2"

PARTITION BELOW

METAL FRAMING SEE STRUCTURAL

5/16"

GASKET (SEE NOTE)

1'-3"

SEALANT JOINT

4" 20GA BRACE @4'-0", TYP WHERE OCCURS

TEMPERED GLASS

3B WINDOW

3A WINDOW SILL AND HEAD @ SIDELIGHT

1'-3"

NOTE: FOR STUD OPENING AND FRAMING REFER TO STRUCTURAL ACOUSTICAL WALL TO WINDOW MULLION 3" = 1'-0"

ALUMINUM DOOR AND WINDOW FRAMES

3" = 1'-0"

HEADER SEE STRUCT. 5/16"

HEADER SEE STRUCT.

1 1/2"

PTD. STL. U-EDGING PTD 2X4 STEEL TUBE AT 3'-0" O.C., WELDED WIRE MESH ON FACE OF TUBE, TACK WELD FACTORY FIN. WELDED WIRE MESH INFILL PANEL

NO.

HEADER

ALUM DOOR FRAME DOOR SEAL DOOR AS SCHEDULED

15A STEEL TUBE DETAIL TYP.

UCLA

GLAZING BEAD

TEMPERED GLASS

LO 8'-2 1/2'

5"X2"X1/8" STEEL TUBE SEE STRUC.

8'-2 1/2'

TEMPERED GLASS

AS SCHEDULED

PTD. STL. ANGLE, REFER TO STRUCTURAL PTD. STL. ANGLE, REFER TO STRUCTURAL ALIGN W/ BOT OF BEAM FLANGE

1 1/2"

STL. BEAM REFER TO STRUCT. PTD. STL. ANGLE, REFER TO STRUCTURAL

STL. BEAM REFER TO STRUCT.

5/16"

AS SCHEDULED

1/2"

1 1/2"

5/16"

PTD. STL. U-EDGING

PMA

1 1/2"

HEADER SEE STRUCT.

DRA

HSS REFER TO STRUCT. ALIGN TOP OF HSS AT GL C AND B

3'-6"

5"X2"X1/8" STEEL TUBE SEE STRUC.

PARTITION AS SCHEDULED

5/16"

PER STRUCTURAL SILL

TEMPERED GLASS 1 1/2"

SCA

15B STEEL TUBE @ WINDOW ALUM. WINDOW FRAME @ G.L. C 3" = 1'-0"

MESH INFILL PANEL 3" = 1'-0"

POST BASE DETAIL 3" = 1'-0"

5C DOOR HEAD @ CANTILEVER PARTITION

5B CANTILEVER WINDOW

DAT

5A CANTILEVER PARTITION CANTILEVER PARTITION DETAIL 3" = 1'-0"

DRA

A.M

SHE

m g i d ar a p s i h T . s n o i t c e n n o c r i e h t f o y c n e i c i f f e d n a y t i c i f i c e p s e h t y b d e z i r e t c ar a h c n e e b y l l a u s u

- d l i u b f o s r e t s u l c d i g i r e h t d n a ; l ar e n e g n i t n e m e v o m d n a l e v ar t s ez i r e t c ar a h c t a h t d e e p s d n a m s i m a n y d e h t m o r f g n i w o r r o b , s - i s o p p o n i n e e b y l l a n o i t i d a r t e v a h n o i t a z i n a g r o e c a p s f o s l e d o m o w t e s e h t e l i h W . s y a b r o s g n i w f o d e s o p m o c s t u o y a l d ex i f n i d ev i t c e n n oc , ekil -t o n k , di u l f m or f h c u m sa gn i wor r o b s u h T .y g o l o p y t l ar u t c et i h cr a n a h t i w de d oc tey t o n s g n i d l i u b t r o p s n ar t d n a t r ap-e er h t a se s o p or p g n i d l i u B e c iv reS d na r o b r a H g n u l e eK weN e h t r of n g i se d sâ&#x20AC;&#x2122;AS M , g n i k n i h t f o e n i l ta h t g n o l A . n o i taz i n agr o e l i h w , e c r e m m o c d n a e r u s i e l , g n i l l e v ar t , e c i v r e s n e e w t e b y t i u n i t n o c t r e v o g n i v e i h c a , s e i t i v i t c a d n a s e c a p s g n i r o b h g i e n o t k n i l o t . s n o i t c n u f yn a m e h t

v a h s g n i d l i u b e c i v r e s d n a e r u t c u r t s ar f n I

n o d i u l f e h t : s e i g o l o p y t t c n i ts i d ow t n i d et l u s er s a h g n a r r a s e m u l o v d e t a i t n e r ef f i d y l t c i r t s g n i t a e r c , s g n i c i v r e s n i s e i t i l i b i s s o p l a i t a p s n e p o ez i n g o c e r e w , n o i t c a ps d e s a b - g ni w r o ya b ,r ae l c m or f s a l lew sa ng i s e d r e dr o n i s s a m s t i s t r ot n o c y l t b u s t a h t y g o l o p y t d e s a b g n o m a n o i t a i t n e r ef f i d g n i n i a t n i a m e m i t e m a s e h t t a

NEW KEELUNG HARBOR International Design Competition Location: Taipei, Taiwan Typology: Service Building

Firm: Maxi Spina Architects Key Roles: Section/Elevation Drawings, 3D Model Elements, Coordination of Visualization

NEW KEELUNG HARBOR SERVICE BUILDING MAXI SPINA ARCHITECTS

DE NE 2F

+ 69.7 + 66.1 + 62.6 + 59.0 + 55.5 + 51.9 + 48.4 + 45.1 + 41.5 + 38.0 + 34.4 + 30.9 + 27.3 + 23.5 + 19.9 + 16.4 + 13.2 + 9.6 +6.4 +0

Infrastructure and service buildings are characterized by their distinct typologies; fluid ones from travel and movement; and rigid buildings of strict differentiated volumes. While these two models of space are traditionally in opposition, MSA’s design of the New Keelung Harbor Service Building proposes to encourage a fluid like connection between the two typologies. Thus the design borrows much from knot-like connective design + 69.7 69.7 + 66.1 SCENIC RESTAURANT and as well as ++from clear open space organization 66.1 + 62.6 SCENIC KLPC RESTAURANT UNITS + 62.6 + 59.0 KLPC UNITS creating a three-part typology that subtly contorts + 55.5 + 59.0 + 55.5 + 51.9 its mass in order + 48.4connect various activities in + 51.9 to + 48.4 + 45.1 neighboring spaces. + 45.1 + 41.5

+ 69.7 + 66.1 + 62.6 + 59.0 + 55.5 + 51.9 + 48.4 + 45.1 + 41.5 + 38.0 + 34.4 + 30.9 + 27.3

+ 41.5 + 38.0 + 34.4 + 30.9 + 27.3

+ 23.5 + 19.9 + 16.4 + 13.2 + 9.6 +6.4

+ 23.5 + 19.9 + 16.4 + 12.8 + 9.5 + 5.7

- 4.8

+ 23.5 + 19.9 + 16.4 + 12.8 + 9.5 + 5.7

NORTH EAST ELEVATION

FOOD & DRUG

FOOD &ADMINISTRATION DRUG ADMINISTRATION CAR PARK

- 4.8

CAR PARK

ZHONGSHAN RD

+ 10.0 NADE + 10.0 + 3.9 2F +1F3.9 + 0 - 4.1

- 4.1

SEA VIEW SEA VIEW

+ 60.9 + 57.8 + 54.7 + 48.5 + 39.2 + 45.4 + 42.3 + 39.2 + 36.1 + 33.0 + 29.9 + 26.9 + 23.8 + 20.7 + 17.6 + 14.5 + 11.3 + 8.0 + 5.0

+ 60.9 + 57.8 + 54.7 + 48.5 + 39.2 + 45.4 + 42.3 + 39.2 + 36.1 + 33.0 + 29.9 + 26.9 + 23.8 + 20.7 + 17.6 + 14.5 + 11.3 + 8.0 + 5.0 - 4.1

NORTH ELEVATION

AGENCY

ZHONGSHAN RD

+ 16.0 NINE + 16.0

1= 1000 NORTH SCALE: ELEVATION SCALE: 1= 1000

KEELUNG WEATHER STATION KEELUNG WEATHER STATIONNATIONAL IMMIGRATION AGENCY NATIONAL IMMIGRATION

- 4.8

1= 1000 NORTH SCALE: EAST ELEVATION SCALE: 1= 1000

PARK +0

+ 38.0 + 34.4 + 30.9 + 27.3

SCENIC RESTAURANT CHAMBER OF COMMERCE SCENIC KEELUNG RESTAURANT PORT BUREAU KEELUNG CHAMBER OF COMMERCE PORT BUREAU

CONFERENCE ROOM CONFERENCE ROOM PORT BUREAU PORT BUREAU

CAR PARK CAR PARK

\msa \msa \\

CONFERENCE ROOM PORT BUREAU

SCENIC RESTAURANT KEELUNG CHAMBER OF COMMERCE PORT BUREAU CAR PARK

CONFERENCE ROOM PORT BUREAU

CAR PARK

+ 33.0 + 29.9 + 26.9 + 23.8 + 20.7 + 17.6 + 14.5 + 11.3 + 60.9 + 8.0 57.8 ++ 5.0 + 54.7 + 048.5 39.2 -+4.1 + 45.4 + 42.3 + 39.2 + 36.1 + 33.0 + 29.9 + 26.9 + 23.8 + 20.7 + 17.6 + 14.5 + 11.3 + 8.0 + 5.0

+ 16.0

MEZZANINE

+ 10.0

PUBLIC PROMENADE

+ 3.9

- 4.1

CAR PARK

+ 16.0

MEZZANINE

+ 10.0

PUBLIC PROMENADE

SECTION 1 SCALE: 1= 1000

+ 3.9

- 4.1

CAR PARK

SECTION 1 SCALE: 1= 1000

+ 60.9 + 57.8 + 54.7 + 48.5 + 39.2 + 45.4 + 42.3 + 39.2 + 36.4 + 33.0 + 29.9 + 26.9 + 23.8 + 20.7 + 17.6 + 14.5 + 11.3 60.9 ++ 8.0 57.8 ++ 5.0 + 54.7 + 048.5 39.2 -+4.1 + 45.4 + 42.3 + 39.2 + 36.4 + 33.0 + 29.9 + 26.9 + 23.8 + 20.7 + 17.6 + 14.5 + 11.3 + 8.0 + 5.0

SCENIC RESTAURANT CONFERENCE ROOM

METEROLOGY INSPECTION

NATIONAL IMMIGRATION STATION BUREAU OF ANIMAL & PLANET HEALTH SCENIC RESTAURANT CONFERENCE ROOM CAR PARK

METEROLOGY INSPECTION

NATIONAL IMMIGRATION STATION + 69.7 SCENIC RESTAURANT + 66.1 BUREAU OF ANIMAL & KLPC UNITSHEALTH + 62.6 PLANET + 59.0 + 55.5 + 51.9 + 0 CAR PARK + 48.4 - 4.1 + 45.1 + 41.5 + 38.0 + 34.4 KEELUNG WEATHER + 30.9 STATION + 27.3 NATIONAL IMMIGRATION + 23.5 AGENCY + 19.9 + 16.4 + 12.8 FOOD & DRUG + 9.5 ADMINISTRATION + 5.7

CAR PARK

+ 16.0

MEZZANINE

+ 10.0

PUBLIC PROMENADE

+ 3.9

- 4.1

CAR PARK

SECTION 2 SCALE: 1= 1000

+ 69.7 + 16.0 + 66.1 + 62.6 + 10.0 + 59.0 + 3.9 + 55.5 + 0+ 51.9 + 48.4 - 4.1 + 45.1 + 41.5 + 38.0 + 34.4 + 30.9 + 27.3

MEZZANINE SCENIC RESTAURANT CUSTOMS BUREAU PUBLICKEELUNG PROMENADE

2F 1F CAR PARK

+ 23.5 + 19.9 + 16.4 + 13.2 + 9.6 +6.4

PUBLIC PROMENADE MEZZANINE 2F

- 4.8

CAR PARK

SECTION 3 SCALE: 1= 1000

\ms

MOBILE VILLAGE: KITCHEN A Peace4Kids Foundation Community Service Project Location: Los Angeles, Ca Typology: Mobile Service

Firm: Deborah Richmond Architects Key Roles: Designer, Model Maker, Coordination of Visualization

MOBILE LEARNING FOSTER YOUTH SERVICES IN AND AROUND LOS ANGELES Project by: Deborah Richmond Architects // Project Team: Deborah Richmond, Alan Manning, Vedi Vartani

Mobile VILLAGE: KITCHEN

SOLAR PANELS

Inner City Foster Care

Fostering Growth Through CLOSED FOR TRANSPORTATION Education and Community

M Play Children Uniting Station Southern California Foster Family Yoffe Therapy

Inner City Foster Care

Children's Bureau

deborah richmond architects

Guardians of Love Create A Miracle Project Phillips Foster Home Homes of Hope Teens Happy Home Inc.

OPERABLE ROOF

DRA and the nonprofit Peace4Kids have teamed up to design a healthy education service for the foster youth community of Los Angeles. Mobile Village: Kitchen, the first of the youth services is a transformable box on wheels that descends its operable sides to a steel floor surrounding a kitchen. The design takes the food truck concept to the next level and brings the truck to life by tripling the max allowable occupancy. Much like the mobility the foster youth so often lives, Mobile Village: Kitchen is moveable for the ability to reach kids in communities all around Los Angeles. The first of the series, Kitchen is designed to educate heathy food choices and cooking lessons.

Wings of Refuge

OPERABLE WALL

Koinonia Foster Homes Inc.

Mobile Village: Kitchen has been realized and is now servicing the foster youth every Saturday in Watts/Willowbrook Boys and Girls Club in South LA.

Growing P

EA CE

4 KI

DS 4 KI

Growing

Cooking Cooking

Processing

Selling

DOUBLE LAYER WALL/ ROOF SY

BUILT-IN RAILING BUILT-IN CANVAS ROOF BUILT-IN FURNITURE

RETRACTABLE STAIR ACCESS

STORAGE/ REFRIGERATOR

CENTER ISLAND LEARNING STAT LEARNING STATION (10 SEATS)

RETAIL STATION

Selling

OPERABLE WEATHERING SCREE (INTERACTIVE INTERIOR SURFA

FULLY DEPLOYED

1. Axonometric Concept Breakdown 2-4. Final model images used for schematic development and display at the A+D Museum Peace4Kids presentation.

Solar Panels

Closed For Transportation

M Play Children Uniting Station Southern California Foster Family Yoffe Therapy

Children's Bureau

Guardians of Love Create A Miracle Project Phillips Foster Home Homes of Hope

2 Operable Roof

Teens Happy Home Inc. Wings of Refuge

Operable Wall

Koinonia Foster Homes Inc.

Double Layer Wall/ Roof System Built-In Railing Built-In Canvas Roof Built-In Furniture 3 Retractable Stair Access

Storage/ Refrigerator Learning Stations Retail Station Operable Weathering Screens

Fully Deployed

05 THE GLAMOUR MACHINE Degree Project - Architecture for the Hollywood Prestige Location: Hollywood, Ca Typology: Mixed-Use

Advisors: Peter Culley & Micah Rutenberg

The Glamour Machine Architecture for the Hollywood Prestige LA’s relentless network of billboards conditions subconscious modes of valuation within the urban environment. How can this strata of detached floating spaces, visually authoritative yet physically inaccessible, be transformed into a high value place of habitable exposure?

The Chateau Marmont, whose cultural significance is measured in high profile indulgency and tragedy, straddles a unique arrangement of billboards. Some meet the ground, others tower, and one hovers above the villas of the Chateau itself. This cluster of billboards has the potential for permeated architecture where the image of the celebrity is surveyed, advertised, and disseminated. This thesis uses the site’s artificial elevation to both expose and hide the ‘untouchable’ A-list celebrity, providing programs that reveal the persona but privatize the person. The strategic reconfiguring of image valuation results in an architectural de-sublimation which could reverse the relationship of private to public by architecture that exposes the stars. Visually encountering The Glamour Machine conditions a way of seeing by rechanneling our desire into an enhanced association with prestige.

1. Site Model - Vector Mapping 2. Concept Sketch 3. Interface Sketch Model 4. Concept Sketch via Sketch Model

5. Site Axonometric - Vector Mapping by Story Telling

A new territory is created above the existing gridwork of the city. The site lines visual trajectories of face value billboard connections formalize a new artificial elevation by taking advantage of its highest potency of visible intersections. Within these spatial intersections comes forth The Glamour Machine, the architectonic mechanism for exposing the visceral desire for the Hollywood celebrity. Catwalks interconnect each space with access from designed interfaces.

The two foremost access ways are from the garden of the Chateau and the highest point on site from the John Belushi Bungalow number three. The latter takes a catwalk through the “Person Machine”, the enhancement chambers before breaching forth to their exposed “persona”. In the realm of the “persona”, the program spaces cater to the Hollywood celebrity through their excessive need of image accumulation, competition, and transformation. A courtroom and wedding chapel across sunset interconnect the ‘central image production’ tower where a

botox and plastic surgery space are; adjacent is a hyper luxury market, pop-up screening room, and where various other spontaneous artificial programs take to form. Desire is controlled and manipulated in areas of designed leakage points. The machine acts dysfunctional and exposes the image of the celebrity for the paparazzi to get their shot, providing the proliferation of their image to continue in masses of media market.

1 2

5’

15’

30’

Floor Plan Level 2 The Machine Meets Hollywood

1 Key: Image Void Axis: Desire Line Face Value Connections Visual Trajectory Intersection High Values of Image Accumulation

2 A

I 1. ‘Person’ Machine Mental Enhancement: A. Rehearsal Space B. 1 on 1 Meeting Room C. Therapy D. Spa // Physical Enhancement: E. Dressing Room F. Make-up G. Photo Studio// Spiritual Enhancement: H. The Meandering Vice Chamber – Bar/ Lounge

2. “Persona” Machine I. Pop-up Screening Room J. Hyper Luxury Boutique’s K. Courtroom L. Wedding Chapel Central Image Production: M. Botox Center/ Plastic Surgery Circulation Mechanisms: N. Fleeting Catwalks O. Exclusive Catwalks P. Helipad Q. A-lister only access K Q

Conclusion With the change of the status of the celebrity, the architecture of The Glamour Machine still functions by a control of access, privacy, excess, exposure, and monumentality. What has changed is the public’s attitude, it is more invasive and they demand more exposure of the celebrity. An architectural de-sublimation could reverse that relationship by architecture which exposes the stars. Prestige is kept through an elevation difference, unreachability, and privatizing the person. Yet it satisfies the desire of the public and the star’s persona – which needs exposure to exist.

1-3. Section Models of the ‘Persona” Machine. Each model displays a level of hierarchy between spaces. Disguisable layers of hyper reflective patterns, semi-transparent surfaces, and opaque reflective interiors. An architecture which feeds the persona’s ego by multi-faceted reflective skins.

THE

GLA

UR M

ACH

INE

INTERFACE MODEL GLAMOUR MACHINE PROCESS

The interface model focuses on a detailed moment; the â&#x20AC;&#x153;Gucciâ&#x20AC;? billboard that hovers above the super private villas of the Chateau Marmont. Honing in on this particular section of the high contrast from public to private gave rise to potential gateways to further investigate. Model materials include: African mahogany, steel, semireflective film, and concrete. 1

1. Mold for concrete cast 2. Void in the center for weight and light penetration inside 3. Mold production of villa shapes 4. Welding the intervention 5. Piece complete with intervention inserted

6. The tripod leg design effectively communicates the purpose of the â&#x20AC;&#x153;billboardâ&#x20AC;? as it projects through the two villas transforming into the intervention moment of The Glamour Machine. 7. From the stand to the construct the final Interface model becomes one piece.

06 STEEL RESISTANCE Award: AISC/ACSA 2015 Steel Competition Honorable Mention Location: Hollywood, Ca Typology: Museum Collaboration: Marilyn Chavarria

Studio: 5A - Comprehensive Instructor: Gerard Smulevich

STEEL RESISTANCE HO

LLY

OD B

A Museum for the Recording Industry in Hollywood, California LVD

At one of the most popular street intersections in Hollywood, California, lands a steel structure which proposes to reinforce the recording industry through a museum out of steel. Due to the setback requirement of fifty feet on either side of the Alquist-Priolo seismic fault, the structure is challenged by projecting and cantilevering in moments along the no-build zone. This zone, now created to celebrate the fault is designed as an urban park with spontaneous moments of live performance spaces and lively public activity. The museum is a grand space, highlighting the professionals of the industry by allowing the behind the scenes to be revealed in a raw industrialized steel manner through the implementation of â&#x20AC;&#x2DC;radial vibration dampersâ&#x20AC;&#x2122;. The innovation of these dampers mitigates the vibrations within the studios while cutting off vibrations within the entire structure. hybrid working methods Sketching, model making, and water color renders combined to assist in revealing moments in the project to further develop. The suggestion of forms brought through the working mediums allowed for deeper explorations into richer spaces.

1. 3D Model on Site Axonometric 2-3. Hybrid Working Methods (Sketch/Watercolor/Model Making) 4. Strike-Slip Fault Diagram 5. Response to Movement 6. Vertical and Horizontal Cores Resist Seismic Forces

12 13

11 Vine St.

Fault Lin

1 10

8 7

Capitol Records

9 A

5’ 15’ Program Key: 1. Auditorium 2. Atrium 3. Gallery Space 4. Cinema 5. Restaurant 6. Artist Lounge 7. Recording Studio 8. ADA Ped. Ramp 9. Artist Catwalk 10. MEP Core 11. Artist ‘Disconnector’ Pin 12. Musician Courtyard 13. Typ. Musician Housing Unit

30’

60’

Floor Plan Level 2

254’-0”

154’-0” 136’-0” 118’-0”

Fault Line

96’-0”

100’-0” 80’-0” 60’-0” 40’-0”

12’-0”

20’-0”

0’-0” -15’-0” -30’-0” Section A

Section B

Stainless Steel Channel

HVAC System

Insulated Glazing

C D

Dropped Gyp. Ceiling

Aluminum Storefront System

Steel Mesh

Concrete Slab

Metal Decking

Metal Catwalk

I J A

Structural Beam Stainless Steel Channel

Insulation Steel Plate Steel Beam Steel Pipe Column

P Q 1”RMDF Floating S Floor System 4”-6” T Conc. Slab

3/4” Plywood Sub floor 1/2” Sound board

K L M N O

Concrete Foundation Connection

2 Section A-A Detail

1. Structure Exploded Axonometric The envelope is composed of a double layer skin system on the south west and a single layer glazing on the north for maximum natural day light exposure. The double facade on the south is the steel mesh and secondly a glass curtain wall. The steel mesh acts as a direct light diffuser, while all main circulation corridors remain on the south to acts as a buffer zone to the rest of the building.

2. Building section detail focuses on the most important moment of the design; the double facade of the steel mesh and the glass curtain wall; the catwalk for the artists and the double insulated recording studios. A. Stainless Steel Channel B. HVAC System C. Insulated Glazing D. Dropped Gyp. Ceiling E. Aluminum Storefront System F. Steel Mesh G. Concrete Slab H. Metal Decking I. Metal Catwalk J. Structural Beam K. Insulation L. Steel Plate M. Steel Beam N. Steel Pipe Column O. Concrete Foundation Connection P. 3/4” Plywood Sub floor Q. 1/2” Sound board R. 1” MDF S. Floating Floor System T. 4”-6” Conc. Slab

3. Passive Systems: While the envelope has a direct impact to the passive systems of the building, the angle of the south side facade angles in order to relieve harsh summer sun. The atrium provides a stack system while filling the entire space with a diffused light. The building breathes with a fluid cross ventilation and open floor plan.

4. Building Service Systems: The plan organization allows for an efficient MEP circulated within the structural core. The restrooms of the museum are attached to the core and the housing has a consistent stacking of water walls that reach the ground floor.

5. ADA Circulation: The focal point of the project is the atrium which has an ADA accessible ramp that encompasses the museum of recording studios. Providing turn-out zones to stop and view the musicians every 30 feet. Emergency fire exit stairs are designed in a 2-hour rated concrete wall.

Recording Studio Structure The innovative structural design of the radial vibration dampers are created in order to isolate the recording studios from surrounding sounds and movement. The radial damper oscillates within two steel channels. In doing so, the friction diffuses vibrations.

1. Grand Atrium Unifying Spectators and Musicians 2. Axonometric of Recording Studios, Atrium, and Gallery 3. Radial Vibration Damper 4. Steel Pipe Connections Opposite Page: Musician Practice Studios Stacked Along Atrium Ramp

07 PERMACULTURA Location: Madrid, Spain Typology: Urban City Center

Studio: 4B - Study Abroad University: IEU Segovia, Spain Instructor: Fernando GarcĂa Pino

PermaCultura

Madridâ&#x20AC;&#x2122;s Urbanized AgroForestry Permaculture - The development of agricultural ecosystems intended to be sustainable and selfsufficient. Agroforestry - Agriculture incorporating the cultivation of trees.

Valdebebas of Madrid, Spain is a large open territory of 470 hectares directly adjacent to the Barajas airport. PermaCulturaâ&#x20AC;&#x2122;s design plans to repurpose this land with combining these key terms, permaculture and agroforestry with architecture and infrastructure. The project analyses the surrounding contextual forces; towers, low-rise density, sports arenas, and the airport as driving forces to design a new urban hub for Madrid. The architecture of PermaCultura is designed to emulate the organic circulatory system of nature both in the micro and macro scale. Doing so brings the building(s) to a human scale, sprawling out from the topography gradually morphing into program spaces. This design system acts much like a natural ecosystem as the tessellation of the structure has the ability to grow in all directions.

1. Beginning Phase Concept Sketch: Blending SpaceThe topography is manipulated to morph to the contextual inhibitors. The urban park which is faceted and voided throughout, creates a flexible circulation between programs. 2. Low to high gradiation. 3. Voids allow green space throughout urban texture 4. Hierarchy of scale 5. Deviated organic system 6. Organic permeability 7. Translucent netting material

Key: 1. Dance/ Music Space 2. Media Space 3. Roof Up 4. Management Area 5. Offices 6. Entertainment 7. Fitness Space

4 5

5’ 15’

30’

60’

Accessible Roof

Floor Plan Level 2

Grasses

Translucent Netting

17m 10m 8.2m 0m Transverse Section

560m

310m

Ground Floor Plan

340m

1000m

215m 140m 220m

280m

170m

Context Master Plan

Floor Plan Level 1

15’

60’

Floor Plan Level 3

Exploded Axonometric: 1. Tessellation of the roof changes in height, shape, density, and the material palette provides for a forestlike experience through architecture. 2. Spontaneous interaction with light/ dark intimate spaces and areas of high pedestrian activity. 3. Flow of urban activity circulates throughout spaces innately. 4. Steel pipe primary structure and light tesselated steel secondary structure.

16m

11m 8.8m

1. Axonometric Detail View of the Platform, Roof Layers and Perforations 2. Roof Connection and Drainage Detail 3. Energy Systems Section

08 LIFTED VILLAGE Location: Berlin, Germany Typology: Residential

Studio: 4A - Study Abroad University: IEU Segovia, Spain Instructors: Clara Moneo & Valerio Canals

LIFTED VILLAGE Located at the former Tempelhof airport in Berlin, Germany is, Lifted Village; a proposal for vertical/horizontal mixed-use housing. Berlin is in need of a residential complex that can integrate education, commercial use, office space, and community centers all in one. The project took form through the evolution of a hexagonal configuration. Activities that were once exhibited on the ground floor of the park, are now grafted within the complex. In each housing block there is a voided space that provides the opportunity for sport activities, gardening, leisure, or water bathing. It is sensitive to environmental concerns such as: cross ventilation, vegetated community zones, and efficient circulation to minimize the use of car transportation.

1. Tempelhof Airport - 356-acre urban park green space challenged by the Berlinerâ&#x20AC;&#x2122;s for a no build zone. Due to the housing crisis in Berlin, Lifted Village proposes to encourage these green spaces by dispersing them throughout the complex 2. Master Plan - Lifted Village focuses on the ability to grow and take form at an as-need basis for the city of Berlin. 3. Massing Aggregate Study - A learned morphology took form from the modular outgrowth of four modules.

5’ 15’

30’

60’

Ground Floor Plan

South Elevation

Module 1 Floor Plan A

Module 2 Floor Plan A

Module 3 Floor Plan A

Module 4 Floor Plan/ Loft Space A

18m 15m 12m 9m 6m 3m 0m

Structural modules aggregate in the X, Y, and Z direction. The open semi-public spaces are open for a variety of communal activities such as a roof garden and recreation.

1. Module Exploded Axonometric

Section Perspective of Modular Housing

09 RECIPROCAL BORDERS Location: San Ysidro Border Typology: Research Center Collaboration: Bryan Rincon

Studio: 3B - Steel Competition Instructor: Gerard Smulevich

RECIPROCAL BORDERS THINK TANKS INTERTWINE ABOVE BORDER A research center crossing the river embankment at the San Ysidro border of San Diego and Tijuana, is a structure proposed to encourage and flourish the research of the pedestrian tension along the borderlands. Developed through empirical research of three important variables: demography, security, and infrastructure, the research performed a border shift dependent upon the percentages of densities along the border. This resolves the austere polarity the linear border creates. Providing a sinuous exchange and releasing the tension of the border collision.

100%

Dual Think Tanks Extend Into Cultural Infusion Shopping | Business Business/ Visit Shopping | Family Work

100%

Friends / Family

Border Concept: Shift is Dependant on Infrastructural and Population Densities

Site Lines

Shopping

Business/ Work

31%

23% 20%

31%

23% 20%

Without transgressing the legalities of the border, this campus of research facilities is an ambition to create a culmination of cultural spaces by interconnecting program through exchanged air rights. Without ever physically allowing people to cross, the two research centers emerge through a cultural translocation. The exposure of one to the other in an interlocking morphology provides opportunities for the two think tanks to interact in a shared space such as the conference rooms, offices, and the cafeteria. The think tanks hover above a plaza. Creating moments of direct reflection to research and providing accidental encounters of interaction between Mexico and the United States.

Visit Friends / Family

Push/Pull Shift

Embankment Slopes

Sinuous Exchange

Program Hiearchy

1. Who is Crossing and Why ? â&#x20AC;&#x153;It is estimated that nearly 8.2% of the active economic population that live in Tijuana work in San Diego Area, and continues to rise at a fluctuating growth rate.â&#x20AC;?

Program Key: 1. Private Offices 2. Cafeteria 3. Conference Rooms 4. Auditorium 5. Archive 6. Lecture Hall 7. Film Room 8. Restroom 9. Office/ Administration 10. Lobby/ Exhibition

Cultural Plaza

6 9

8 2

Tijuana 5’ 30’ 60’

120’

International Border

8 A

7 A

San Diego

Floor Plan Level 2

Section A-A

Reciprocal Borders establishes a frontier for social interactions, live musical venues, family gatherings, and prosperous research. The axonometric section detail (2) is consisted of separated program levels. The weight of the structure along the embankment is distributed to tree-like columns. Designing the program in this arrangement increases the max allowable building area on the Mexico site.

steel allows bi-lateral engagement to hover the border 1

1. Mexico View to Plaza 2. Axonometric Detail 3. Roof Connections 4. Steel Branch Detail 5. Cultural Plaza 6. USA Research Center - Section Perspective

The perforated shell allows cross ventilation from the west breeze.

The cafeteria is hung from above, closer to the cultural activities below.

10 HOVERING EXPANSE Location: Marina del Ray, Ca Typology: Viewing Platforms

Studio: 3B Instructor: Gerard Smulevich

HOVERING EXPANSE The project is located at the Bollona Creek Causeway, across UCLA Aquatic Center. The program objective of creating multi-use viewing platforms is created through the exploration of cantilevered truss systems. The structural geometry in the cantilevered extrusions are made up of inverted geometric triangles. In order to for each platform to be hovering over a body of water, a web like geometry took form. The structure covers the entire boat launch with a density that provides a sufficient amount of shade throughout the entire day. The far east of the site begins at the highest point of 40 feet, then tiers downward to the west side of the site of 20 feet in height. The platform layering diffuses the light during the peak hours of direct sunlight.

A dense webbed steel structure of five platforms

1 1. A morphological concept initiated through the process of multiple iterations. The study models produced explored the geometric means of cantilevering above the creek.

3 2. Final Model - The dense 2D and 3D webbed trusses allows for each of the platforms to be hovering the creek. 3. Section Drawing 4. Model Images - Shadow Study

11 FAST LANE TRANQUILITY Location: Los Angeles, Ca Typology: Mixed-Use Housing

Studio: 3A Instructor: Alvaro Zepeda

FAST LANE TRANQUILITY

The atmosphere at the intersection of Farmland Ave and Exposition Blvd in Los Angeles, CA, is one that exudes a constant pattern of speed and motion. One living in this location may experience a reminder of movement at all times. Fast Lane Tranquility proposes to intervene this way of life by instilling moments of calmness through a courtyard typology. It is important to acknowledge the sites conditions of constant movement because this shapes the core experience of a life residing on this site. The proposed building expresses a pattern on the south facades. The skin system offers multiple uses, such as: a thermal barrier for the strong summer sun, elongated openings that allow cross ventilation, semi-public circulation corridors, and finally an experience of speed and acceleration while remaining in a calm environment. One will discern a unique quality of interposition within and throughout Fast Lane Tranquility.

1. Site Axonometric 2. Typology Study Models 3. Program Massing Models 4. Design Evolution Diagram

Program Key: 1. Fitness Facility 2. Club House 3. SemiPrivate Courtyard 4. Laundry 5. Private Guest Entry

dn 3

4 2

5’

30’

60’

Floor Plan Level 2

42’-0” 33’-0” 20’-0” 9’-0” 0’-0” South Elevation

7 A

8 1

Ground Floor Plan

3 2 4 A

5’ 25’

75’

150’

Floor Plan Level 3

Fast Lane Tranquility is conducted of three levels. The second two levels are designated for residents only; designed with a dispersment of mini semi-private courtyards shared per two units. The shared space provides an interposition of being in a traquil environment while experiencing the murmur of the train tracks through the concrete barrier. Program Key: 1. Resident Parking 2. Club House 3. Semi-Private Courtyard 4. Laundry 5. Courtyard 6. Pool 7. Resident Entry 8. Study Lounge 9. Office

1.Train-Seat View: The facade system is a thermal barrier to control the strong south summer sun. The green courtyard is a place for tranquil detachment from the adjacent commotion of the metro rail.

33’-0” 20’-0” 9’-0” 0’-0”

Section Perspectiv

e B-B

Sun Ray Transpirational Cooling Breeze Vectors - Ventilation

12 embrace Location: San Diego, Ca Typology: Housing

Studio: 3A Instructor: Alvaro Zepeda

EMBRACE The feeling of home is one that draws up wholesome past experiences and memories. The home is a place that brings security, safety, joy, growth and love. It is different for each individual, as everyone comes from a variety of pasts. My personal engagement in this feeling of home is complete in the sensation of embracing my new born nephew, David. The concept of embracement architecturally translated brings forth: a strong foundation, formal changes in evolution through physical growth, and internal changes through the organization of spatial qualities. Embrace, is proposed to be developed at Woodbury University School of Architecture in

San Diego, California. The site advocates many positives. It is located only 2 blocks from the coast, allowing the west end to be completely utilized by the prevailing winds and the beach side sunset. The proposed building utilizes the positives by opening its arms to the west end street corner. The 2 units have a studio-like space plan, allowing for max amount of square footage use and breathability within and throughout the entire building. The coastal sun has 146 sunny days and 117 partly cloudy days a year. This provides the building with a valuable amount of natural lighting throughout the year. The opaque corrugated plastic panels takes advantage of this by diffusing the sun light in a pattern dispersed within and throughout the building. The tensile structure wraps the bones as it allows breathability while keeping consistent with the concept of embracement. The sinuous formation of the spaces causes one to feel, to acknowledge, and to appreciate the essence of home.

1. Model Montage on Site 2. Concept of Embracement 3-5. Concept Sketch Models

6 6. Model Sections Diagraming the Ribbed Structure A. Cafe B. Unit 1 C. Unit 2 7-9. Interior Montage Images â&#x20AC;&#x201C; Skin System Light Diffusion

13 KINETIC OBSESSION Location: Westwood, Ca Typology: Housing

Studio: 3A - Case Study Instructor: Alvaro Zepeda

KINETIC OBSESSION CASE STUDY INTERVENTION

Shift 2

Shift 3

Expanded

2 1

3/4 Neutra’s background7/8 in landscape architecture is a significant focus of design in this project. With 8 units tiered on a fully filled vegetated landscape, the units are privately dispersed 6 2 and brought to unity by the nature surrounded pathways. Units 5-8 mirror units 1-4 to create 5 masses seen in plan 1 a symmetrical grid. The experience a rhythmic pattern of big to small to big. Materials implemented are white stucco finish, aluminum trim windows, and wood flooring. ThisUnits enhances a very simple and clean to Whole style of living.

2 Shift 1

The Strathmore Apartments in Westwood, California, is one of the original modern style dwellings. Vienna, Austria, born Neutra came to the United States in 1925. In 1937, Neutra brought his international modern style to new heights in this growing village of Westwood. Early prospective tenants found the building too “cold”, “austere”, and “industrial’ for their tastes. Slowly the apartments started to attract interesting people such as, film stars, directors, designers, photographers and painters. To this day, the same type of people inhabit these apartments.

Reaching Capabilities

1. Sketch of the Neutra building 2. Sketch of the intervention unit 3. Floor Plan of all Strathmore apartments 4. Transformable curtain wall for the ‘painter’.

Hierarchy and Plan to Section

Existing Floor Plan WOODBURY UNIVERSITY SCHOOL OF ARCHITECTURE // ARCH 383 FALL 2012 // INSTRUCTOR: ALVARO ZEPEDA // STUDENT: ALAN MANNING // PROJECT 1 : EXISTING

Scale: 1/2” = 1’-0”

Focusing on unit 6, Kinetic Obsession intervenes on a smaller dwelling than its neighboring units. Its existing features exhibit a panoramic view of Westwood but without the accessibility to the roof top adjacent. The activity of painting takes full advantage of the opportunity and raises the unit 3 feet to line up with the roof top. This opens up the space and creates a greater circulation with the ability for free movement.

Intervention Floor Plan

1’

5’

15’

001

002 003

004

005 006

N Frem

ont Ave

007

6/20 - 8 AM 6/20 - 9 AM 6/20 - 10 AM 6/20 - 11 AM 6/20 - 12 PM 6/20 - 1 PM

0 60

90 6/20 - 2 PM

6/20 - 9 AM

015 6/20 - 3 PM 6/20 - 10 AM 6/20 - 4 PM

016

6/20 - 11 AM

018 6/20 - 5 PM 6/20 - 12 PM

019 6/20 - 1 PM 12/21 - 8 AM

W Temple St

6/20 - 2 PM

020

021

022

023

6/20 - 3 PM

024

6/20 - 4 PM 025

14 INTERLINKED INTENSITIES Location: Los Angeles, Ca Typology: Bus Terminal

Studio: 2B Instructor: Louis Molina

6/20 - 8 AM

012 removal of existing tree

6/20 - 8 AM 6/20 - 9 AM 6/20 - 8 AM

018

013

6/20 - 10 AM 6/20 - 11 AM

12/21 - 2 PM

6/20 - 12 PM

INTERLINKED INTENSITIES

014 60

6/20 - 1 PM

90 6/20 - 2 PM

6/20 - 9 AM

015 6/20 - 3 PM

019

6/20 - 10 AM

016

6/20 - 4 PM

A bus terminal located at the intersection of Temple and Fremont in Downtown Los Angeles provides a place for exploration and interactions. A canopy perceived to be a new faceted topographical slope provides the 4 terminal station with an array of uses. The 110 and 101 freeway hug the site in a curved boundary condition. The existing noises multiplied by the continuous movement of buses, provides the site with a beautiful matrimony of commotions. To be enveloped in this space brings an intense amount of stimulation from the surrounding intensities. Therefore, areas of stillness are interlinked within the terminal zones. Vegetation gives the sense of tranquility as these spaces mitigate surrounding noises while providing a safe overhead cover. The proposal is to revive this section of LA by providing a full sensory experience as this is felt to be a destination in and of itself. Pathways made of lightweight concrete lead to areas of program, turn-out spots of grasses, storm water collection pockets, and at the highest point on site to an area of stillness. Surrounded by vegetation one extrinsically feels the intensities below. From the lowest point one can see into the highest point, and vice-versa. interior waiting

6/20 - 11 AM

018 6/20 - 5 PM 6/20 - 12 PM

019 6/20 - 1 PM 12/21 - 8 AM

W Temple St

6/20 - 2 PM

020

021

020

021

exterior vegetation/ park

022

023

6/20 - 3 PM

024

022

023

porte cochere

6/20 - 4 PM 025

12/21 - 9 AM

1 026

024

exterior vegetation/ park

bike parking

025

12/21 - 10 AM 3

6/20 - 5 PM

12/21 - 11 AM

N Figueroa Tunnel

12/21 - 12 PM

12/21 - 1 PM

6/20 - 8 AM

026

12/21 - 2 PM

6/20 - 9 AM

12/21 - 3 PM

6/20 - 10 AM

6/20 - 11 AM

6/20 - 12PM

6/20 - 1 PM

6/20 - 2 PM

027

6/20 - 3 PM

newest proposal defines the site and its pa involving the topography and landscape c

6/20 - 4 PM

pedestrian circulation

bicycle circulation

6/20 - 5 PM

high density of shadows - summer solstice

low density of shadows - winter solstice

hidden program

wind flow density

flora geometric relationships

grasses 6/20 - 5 PM

4 pathways

6/20 - 5 PM

1. Site Mapping Shadow Study Inverted 2-3. Concept Sketch 4. Site Model Highlighting Important Conditions of Context 5-6. Vector/ Mass Model - Site Approach

6/20 - 8 AM

Pedestrian Circulation Wind Flow Density

6/20 - 9 AM

Low Density Shadows - Winter Solstice

12/21 - 8 AM

001

6/20 - 11 AM

002

001

003

002

6/20 - 1 PM

restroom

Grasses

ont Ave

N Frem

6/20 - 12 PM

Pathways

High Density Shadows - Summer Solstice

004

courtyard

12/21 - 9 AM

004

driver lounge

003

005

driver lounge

covered bus parking/ maintenance

mechanical

005

006

6/20 - 8 AM

007

12/21 - 10 AM

dispatch room

007

008

12/21 - 11 AM

6/20 - 4 PM

freeway bridge overpass

026

011

010

12/21 - 12 PM

bike parking

009

removal of existing tree

010

porte cochere

12/21 - 1 PM

011

013

015

016

12/21 - 3 PM

12/21 - 2 PM

interior waiting

exterior vegetation/ park

W Temple St 6/20 - 5 PM

12/21 - 2 PM

6/20 - 4 PM

6/20 - 3 PM

6/20 - 2 PM

6/20 - 1 PM

12/21 - 12 PM

12/21 - 11 AM

6/20 - 12PM

12/21 - 10 AM 3

6/20 - 11 AM

6/20 - 5 PM

12/21 - 9 AM

6/20 - 10 AM

012

013

014

015

016

019

018 6/20 - 5 PM

020

022

021

023

024

6/20 - 9 AM

6/20 - 4 PM 025

12/21 - 8 AM

N Figueroa Tunnel

6/20 - 3 PM

90 6/20 - 2 PM

6/20 - 1 PM

6/20 - 12 PM

6/20 - 11 AM

6/20 - 10 AM

6/20 - 9 AM

6/20 - 2 PM

6/20 - 8 AM

6/20 - 5 PM

017

018

027

019

020

021

022

023

024

025

026

12/21 - 3 PM

Site Plan: Mapping N

360’ 240’ 60’

6/20 - 10 AM

Flora Geometric Relationships

Bicycle Circulation

Hidden Program

Site vector mapping of the bus entry and exit creates the undulating plane. The intersecting quadrants are voided or contain program. In section, the quadrant is shifted to create a pocket of program.

6 b 6

b 5

6 4

7 3

30’

60’

120’

1 a

Floor Plan Level 4 Program Key: 1. Baggage Claim 2. Ticket Booth 3. Restrooms 4. Retail 5. Coffee Shop 6. Restaurant 7. Terminal 4 Bus Circulation

Terminal 1

Terminal 2

Terminal 3

Terminal 4

Section Hybrid Model - Analyses the vector mapping in congruence to its section cut. Reveals the circulation of bus terminal access and the program layered topographical plane above. Each terminal is colour signified. The four terminals terrace providing an ability to view in to each terminal space at any given location. The vegetation throughout the undulating plane above intrinsically imbues a sense of tranquillity amongst all the calamity.

Roof 4 65' - 0"

Roof 3 51' - 0" Terminal 4 40' - 0" Roof 2 38' - 0"

Freeway

Terminal 3 26' - 0" Roof 1 25' - 0" Tunnel 3 16' - 0" Terminal 2 13' - 0" Tunnel 2 3' - 0" Terminal 1 0' - 0" Tunnel 1 -10' - 0"

Section A-A

Roof 4 65' - 0"

Roof 3 51' - 0" Terminal 4 40' - 0" Roof 2 38' - 0" Terminal 3 26' - 0" Roof 1 25' - 0" Tunnel 3 16' - 0" Terminal 2 13' - 0" Tunnel 2 3' - 0" Terminal 1 0' - 0" Tunnel 1 -10' - 0"

Section B-B

15 TURNING POINTS Location: Silverlake, Ca Typology: Boutique Hotel

Studio: 2A Instructor: Maxi Spina

6 ELEVATION 30’-0”

RAMP INTERSECTION

5 ELEVATION 22’-6”

4 ELEVATION 9’-6” 3 ELEVATION 8’-6” 2 ELEVATION

LOBBY ENTRANCE UP/DN

5’-6”

UP 1 ELEVATION 0’-0”

TURNING POINTS

SECTION A - PERSPECTIVE

1 UP

a tier system, with each suite set at a different elevation. This reversion of the Burke’s system brings kindLEVEL of exteriority to the heart of the project; in TO (0’-0”)aBOTTOM - UPWARD RAMP ENTRANCE LOOK OUT POINT GLENDALE BOULEVARD this way, the central, open courtyard becomes the social space par excellence in the hotel.

The design for the boutique hotel begins with the study of Úna Burke’s piece; the garment is composed of a linear banding system, which produces both partial and full overlap of strips along a second series of strips running perpendicularly to (LIGHT theVOID WELLS) first and copying the main body lines. As described by Burke, this system both allows flexibility and movement as much as it restricts it. In this way, the user’s body becomes in certain parts activated, while in others, banned by the dress.

The double helix circulation system is rigorously controlled geometrically by precisely defined arcs, radiuses and slopes. However, this unbroken double-loop does not stack up perfectly; indeed MEZZANINE ABOVE LOBBY WITH N/S/E/W VIEWS it behaves much like a partially unraveled knot, breaking the otherwise perfect circular figure of the spiral into a series of partial or fragmented curvilinear figures. This condition both activates the central courtyard with its centripetal and POPULATED ZONES centrifugal forces, as well as creates unexpected juxtapositions of private and semi-private conditions. Furthermore, the spiral trajectories of the ramps begin to shift outwards the adjacent blocks of rooms, organizing them as in a pin wheel effect.

The organization of the boutique hotel takes the idea of Burke’s banding wrapping around a body; however, rather than an exterior armor, the system of bands are deployed as an interior condition. In this way, the system of bands wrap around an internal figural void creating a double helix that provides circulation to the hotel’s rooms, organized in PROGRAM DIAGRAM

Front FRONT

Side SIDE

BACK

- CIRCULATION - OUTDOOR TERRACE RAMP ENTRANCE/EXIT

ROOM LOCATION VIA RAMP CIRCULATION

1. Atrium Section Perspective 2. Modulation Study Models - Derived from the Una Burke Dress Qualities 3. Dress Seam and Pattern Method 4. Circulation Diagram

14 * 22.5 *

13 *

22.5 *

ARC 1

8.5 *

9.5 *

19 *

22.5 *

11 *

9.5 * 22.5 *

130’- 0” 8.75 *

13 *

22.5 *

15 *

3.8 *

22.5 *

8.75 *

3 ELEV 5'-0"

10.75 *

ELEV 8'-0"

7.5 *

22.5 *

ELEV 16'-9"

28.5 *

18.5 *

ELEV 0'-0"

RAMP UP

ELEV 21'-6" ELEV 0'-0"

7.5 *

ELEV 12'-6"

7.75 *

ELEV 9'-3"

11.5 *

ELEV 11'-0"

ARC 3

6 9.25 *

34 * 8.75 *

15 *

13.5 *

ELEV 17'-0" CENTER RADIAL

ELEV 5'-6" CENTER RADIAL

107’- 6”

ELEV 0'-0"

CENTER RADIAL

7.25 * 26.3 *

RAMP UP ELEV 4'-0"

ELEV 10'-6" ELEV 4'-6"

10 *

ELEV 0'-0"

15.25*

RAMP UP

ELEV 4'-6"

ELEV 1'-0"

ELEV 4'-8"

ELEV 12'-3"

22.5 *

RAMP UP ELEV 0'-0"

11.5 * ELEV 8'-8"

7.3 *

22.5 *

ELEV 0'-0"

7.4 * 11 *

RAMP DN

22.5 * 15.15 *

7.3 *

6* 15.25 * 9.25 *

5’

15’

30’

60’

22.5 *

7.25 *

ARC 2

9.15 * 8*

26.2 *

Program Key: 1. Foyer 2. Concierge Desk 3. Reception 4. Back of House 5. Luggage Hold 6. Retail 7. Storage 8. Bar 9. Kitchen 10. Restroom 11. King Suite 12. Queen Suite 13. Presidential Suite

7.75 *

26.2 *

9.2 *

Ground Floor Plan

The modulation technique of banding was also used at a micro scale, creating a sophisticated skin system enveloping the structure. In moments of privacy, the banding remains much more narrow and layered with less visibility to the interior. In public zones, the skins banding pulls apart in slender large openings, as if to imagine the spaces are yearning to see light and the outside. Much like in Burkeâ&#x20AC;&#x2122;s dress, the Boutique Hotel is at once and the same time activated as much as restricted by the banding system; sprung from within, and bound from without.

1. Model Image: Atrium Banding Sky Light Reveals the Inner Workings 2. Model Image: Birds Eye View on Site

14 * 22.5 *

13 *

22.5 *

ARC 1

8.5 *

9.5 *

19 *

22.5 *

11 *

9.5 * 22.5 *

8.75 *

13 *

22.5 *

15 *

3.8 *

22.5 * BAR

8.75 *

BALCONY

RAMP DN

ELEV 5'-0"

7.5 * 28.5 *

ELEV 5'-0"

10.75 *

ELEV 8'-0"

7.5 *

22.5 *

ELEV 8'-0"

RAMP DN

18.5 *

ELEV 16'-9"

ELEV 16'-9" BAR

ELEV 0'-0" ELEV 21'-6"

ELEV 0'-0"

ELEV 21'-6"

7.5 *

RAMP DN

ELEV 9'-3"

11.5 *

7.75 *

ELEV 12'-6"

ELEV 9'-3"

11.5 *

ELEV 11'-0"

ARC 3

9.25 * 34 *

34 * 8.75 * 15 *

15 * ELEV 5'-6"

13.5 *

ELEV 17'-0" CENTER RADIAL

CENTER RADIAL

RAMP DN

CENTER RADIAL

7.25 *

RAMP DN ELEV 0'-0" ELEV 5'-6" CENTER RADIAL ELEV 17'-0" UP

26.3 *

ELEV 10'-6" ELEV 4'-6"

15.25*

ELEV 10'-6"

ELEV 4'-6"

10 *

ELEV 0'-0"

ELEV 3'-0"

ELEV 4'-8"

22.5 *

ELEV 12'-3"

ELEV 12'-3" RAMP DN

UP ELEV 0'-0"

11.5 * ELEV 8'-8"

ELEV 8'-8"

7.3 *

7.4 *

22.5 *

11 *

22.5 * 15.15 *

7.3 *

6* 15.25 * 9.25 * 22.5 *

100 FT

7.25 *

ARC 2

9.15 * 8*

7.75 *

26.2 *

9.2 *

26.2 *

Floor Plan Level 2

5’ 15’

30’

60’

Floor Plan Level 3

100 FT

Program Key: 1. Foyer 6. Retail 8. Bar 10. Restroom 11. King Suite 12. Queen Suite 13. Presidential Suite 35’-0” 31’-0”

12 17’-3”

7’-3” 0’-0”

11 6

8 10

1 Section B-B

CONC. STEP

3/4" WOOD SHEATHING PLYWOOD

2x6 P. TRTD WD. SILL PL. WOOD SHIM

4" CONC. SLAB ON GRADE

#4 DOWELS @ 24" O.C.

WOOD FRAME

1'-0 1/4"

11"

1x3 WD. TRIM

10" WOOD FL. JOIST

1'-6"

WOOD DOOR

1" ANCHOR BOLT HOOK CRAWL SPACE

RIGID INSULATION 1'-2 1/2"

#4 REBAR FINISHED GRADE 8"

4" SAND FINISHED GRADE

1'-1 1/2"

SIDE/SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

INTERIOR WALL / TYP. DOOR HEAD SCALE: 3" = 1'-0"

E.R.

1/4" ROOFING ASPHALT SHINGLE

CHANGE OF LEVEL INTERIOR DETAIL SCALE: 1" = 1'-0"

ARM 1/2" GYPSUM WALL BOARD

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER NAIL

METAL FLASHING TYP.

3/4" FINISH WOOD FL. 3/4" WOOD SHEATHING PLYWOOD

REGULAR 2X4 WOOD STUD @ 16" O.C TYP.

2X10 WOOD FL. JOIST

2X4 SILL PLATE

SEALANT, TYP.

2X10 FL. WEDGE 1" ANCHOR BOLT HOOK

OFFSET "Z" SET IN SEALANT

1'-6"

10"

FLASHING

2X6 P. TRDT. WOOD SILL 4" CONC SLAB ON GRADE W/ #3 RB. @ 16" O.C.

5/8" SHEATHING PLYWOOD

(2) 2X8 RIDGE RAFTER

R-30 BATT INSULATION IN ALL ROOF AREAS, TYP.

3" COMPACTED GRAVEL FINISH GRADE (2) #4 REBAR AT BOTTOM

(N) STUCCO WALL ASSEMBLY

4" CLEAR FOR EXPANSIVE SOIL

2X4 DOUBLE TOP PLATE 1'-0"

SIDE/SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

REGULAR 2X4 WOOD STUD @ 16" O.C TYP. 2X4 SILL PLATE 2X10 FL. WEDGE 1" ANCHOR BOLT HOOK

WINDOW SILL DETAIL SCALE: 3" = 1'-0"

E.R.

CONNECTION OF WALL A / FLOOR / FOUNDATIO SCALE: 1" = 1'-0"

B.R.

1/2" GYPSUM WALL BOARD R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

1/4" ROOFING ASPHALT SHINGLE

3/4" FINISH WOOD FL. 5/8" SHEATHING PLYWOOD

3/4" WOOD SHEATHING PLYWOOD 2X10 WOOD FL. JOIST

2X6 P. TRDT. WOOD SILL

R-30 BATT INSULATION

(N) STUCCO WALL ASSEMBLY (N) STUCCO TERMINATION

1" INSULATED GLAZING

3" DEEP PEA GRAVEL; MAX 1/2" DIA. (E) GRADE

1'-6"

SS PLATE AND STAKE MOW STRIP COURSE GRAVEL LIGHTLY COMPACTED ROOT BARRIER 4" DIA PERFORATED PVC DRAIN PIPE W/ FILTER SLEEVE WRAP. CONNECT TO (E) UNDERGROUND DRAINAGE SYSTEM FILTER FABRIC

CONNECTION OF WALL TO FOUNDATION W/ DARINAGE SCALE: 1" = 1'-0"

2X 2X4 DOUBLE TOP PLATE

2X4 STUDS @ 16" O.C. 5/8" GYPSUM WALL BOARD

2/8 ROOF RAFTERS @ 24" O.C.

FIXED ALUMINUM FRAME WINDOW SHIM

3/4" SHEATHING PLYWOOD 1/2" GYPSUM CEILING BOARD

INTERIOR WALL AND ROOF CONNECTION SCALE: 1-1/2"=1'-0"

ARM

SEALANT, TYP. 1/4" NAIL

WINDOW SILL DETAIL SCALE: 3" = 1'-0"

B.R.

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

R-13 INSULATION 5/8" GYPSUM WALL BOARD

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER WOOD SHIM

(N) STUCCO TERMINATION SEALANT, TYP. (6) 1/2" 1D 375 BOLT HEXFINISHED PV

1X3 WD. TRIM

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

1/2" GYPSUM WALL BOARD

1/4" NAIL IN 2X4 DOUBLE TOP PLATE

WOOD FRAME SHIM

1/2" GYPSUM WALL BOARD (2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD JOIST HANGER (N) STUCCO WALL ASSEMBLY

FLASHING

WD. DOOR PER DR. SCHED.

FIXED ALUMINUM FRAME WINDOW

1" INSULATED GLAZING

SEALANT, TYP.

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER

7500 GLENOAKS BOULEVARD BURBANK, CA 91510

1/2" GYPSUM WALL BOARD WATERPROOFING MEMBRANE

DRAWN BY ERICK RODRIGUEZ

(6) 1/2" 1D 375 BOLT HEXFINISHED PV

ALAN MANNING BRYAN RINCON BILLY GROSJEAN

(2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD JOIST HANGER

RAMP FL. JOIST CONNECTION E.R.

1" THCK STL. SUSPENSION CABLE

(2) 1" SUSPENSION CABLE BOLT

16 9" STEEL BRACKET W/ (4) 1/2" 1D 375 BOLT

9" STEEL BRACKET W/ (4) 1/2" 1D 375 BOLT

2X8 RAMP FL. JOIST (2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD

5/8" PLYWOOD

SUSPENSION CABLE / RAMP FL. JOIST CONNECTION SCALE: 3" = 1'-0"

E.R.

1/8" NAIL 1/4" ROOFING ASPHALT SHINGLE SEALANT, TYP. 5/8" SHEATHING PLYWOOD R-30 BATT INSULATION IN ALL ROOF AREAS, TYP. 2X8 WEDGE 2X4 DOUBLE TOP PLATE

4954 E. Meridian Street

SCALE: 3" = 1'-0"

SATURN HOUSE

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP. 1/2" GYPSUM WALL BOARD (N) STUCCO WALL ASSEMBLY

The drawings and specifications and designs represented hereby are and shall remain the property of the Architect, and no part thereof shall be used or reproduced for any purpose other than the specified project for which they have been prepared and developed without the written consent of the Architect Written dimensions shall have precedence over scaled dimensions. The Contractor shall verify and be responsible for all dimensions and conditions on the jobsite and report any discrepancies to Architect.

ROOF CORNER DETAIL SCALE: 3" = 1'-0"

JOB NO: NO. 01

DATE 03.25.2012

1/4" ROOFING ASPHALT SHINGLE 1/8" NAIL 5/8" SHEATHING PLYWOOD 2X8 WEDGE 1X12 ALUMINUM FASCIA 1/4" NAIL

PAGE TITLE:

DETAILS

SATURN RESIDENCE Location: Los Angeles, Ca Typology: Single Family Home Team: Bryan Rincon & Eric Rodriguez

Course: Professional Practice Instructor: Robert Kerr Key Role: Revit Leader, Designer

SATURN RESIDENCE The course project develops from conception to documentation based on local codes. Construction documents deliver the core technical and regulatory practice for a full design project. Legal codes and regulation directly affect the architecture and influence the design by the study of the environment, accessibility, energy, and life-safety. The Saturn Home is a single family dwelling designed for a local botanist that has a passion for cycling. The users’ preferences directly impacts the spaces, as the individual has the ability to cycle within and around the home. An ADA accessible ramp splits through the home and wraps around it, providing a fluid entry and exit strategy.

WAI

7500 GLENOAKS BOULEVARD BURBANK, CA 91510

DRAWN BY

ERICK RODRIGUEZ

ALAN MANNING

ALAN MANNING BRYAN RINCON BILLY GROSJEAN

BRYAN RINCON

BILLY GROSJEAN

SOLE PLATE 2x10 FL. JOISTS @ 24" O.C.

2x10 FL. JOISTS @ 24" O.C.

3'-7 1/2" 19'-11 1/4"

8'-6 " 10'-0"

2" RECTANGULAR HANDRAIL 9 1/2" WOOD FLOORING MINGLES TREADS W/ 1 1/2" LIP GLUED AND SCREWED

SCALE: 1/4" = 1'-0"

7" WOOD FLOORING MINGLES RISERS

SEE TYPE B WALLS

2" RECTANGULAR HANDRAIL 9 1/2" WOOD FLOORING MINGLES TREADS W/ 1 1/2" LIP GLUED AND SCREWED 7" WOOD FLOORING MINGLES RISERS

TOP PLATE OVERLAP TOP PLATE OVERLAP

DOUBLE TOP PLATE

8'-0"

40'-0"

DOUBLE TOP PLATE

2"X14" STRINGER PONY WALL

11/2"

11"

ADJOINING WALL

JOB NO: NO. 01

4'-4 1/2"

2'-0"

4'-4 1/2"

2'-0"

3'-7"

NORTH FRAMING

SCALE: 1/4" = 1'-0"

JOB NO:

DATE

7'-0"

9'-10 1/4"

3/4" SHEATHING PLYWOOD 2X10 WOOD FLOOR JOIST @ 24" O.C, TYP. 2X10 WEDGE R-19 INSULATION

5'-2 3/4"

8'-3 1/2"

1'-10 1/4"

1'-4 3/4"

JOB NO:

1.66"x.125" HANDRAIL

WEST FRAMING SCALE: 1/4" = 1'-0"

WAI

A-602

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

REGULAR 2X4 WOOD STUD @ 16" O.C TYP.

STAIR LANDING DETAIL SCALE: 1 1/2" = 1'-0"

B.R.

STAIR TO FLOOR CONNECTION DETAIL SCALE: 1-1/2" = 1'-0"

A.R.M

5/8"∅ S.S. HANDRAIL SUPPORT

SCALE: 1-1/2" = 1'-0"

PICKETS @ 4" O.C. MAX PICKETS @ 4" O.C. MAX

2-1/2" DIA x 1/8" STAINLESS STEEL PLATE C/W 2 BOLTS AND CINCH ANCHORS PER PLATE FASTENED TO WALL, MAX 3'-0" O.C. TYPICAL

STAIR DETAIL B.G.

DATE 03.25.2012

STEEL "L" CHANNEL W/ 1/4" NAIL

2"X14" STRINGER

1/2" SHEATHING PLYWOOD

NO. 01

1/2" GYPSUM WALL BOARD

9 1/2" WOOD FLOORING MINGLES TREADS W/ 1 1/2" LIP GLUED AND SCREWED

20'-0"

16'-10"

SCALE: 1/4" = 1'-0"

1.66"x.125" HANDRAIL

916

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER NAIL CRAWL SPACE

2X4 DOUBLE TOP PLATE

WALL FRAMING

SCALE: 1/2" = 1'-0"

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

FINISHED GRADE

5/8" TYPE "X" GYPSUM BOARD TYP. UNDER STAIRS

PAGE TITLE:

8'-2 1/4"

SOUTH FRAMING/ TYPE A WALLS

STAIR SECTION B

R-19 INSULATION 1" ANCHOR BOLT HOOK

PAGE NUMBER:

10" WD. FL. JOIST

FINISHED WOOD FLOOR

9 1/2" WOOD FLOORING MINGLES TREADS W/ 1 1/2" LIP GLUED AND SCREWED SEALANT, TYP. 7" WOOD FLOORING MINGLES RISERS

REGULAR 2" X 4" STUD @ 16" O.C.

SOLE PLATE

3/4" FINISH WD. FL.

(2) 2x10 WD. FL. JOIST

SOLE PLATE

2x10 FL. JOISTS @ 24" O.C.

A-102

SCALE: 1/8" = 1'-0"

2X10 PLATE W/ (2) 16 D @ 12"

3/4" WD. SHEATHING PLYWOOD

SCALE: 1/2" = 1'-0"

2x6 P. TRTD WD. SILL PL.

13'-3"

14'-10 3/4"

13'-2"

13'-3 1/2"

15'-0"

14'-1 1/2"

ROUGH OPENING (GLASS WALL)

6'-7"

12'-0"

6'-11"

5'-0" 7'-0"

TRIMMER STUD

SITE PLAN SECTION

ROUGH OPENING (DOOR)

PAGE NUMBER: FILL

SECTION

STAIR SECTION A

03.25.2012

ADJOINING WALL

ROUGH OPENING (DOOR)

PAGE TITLE: FIN. FLOOR 575' CUT

DATE

1/4" NAIL

4" X 4" HEADER

ADJOINING WALL

NO.

DOUBLE TOP PLATE

REGULAR 2" X 4" STUD @ 16" O.C.

CRIPPLE STUD

SCALE: 1/4" = 1'-0"

TOP PLATE OVERLAP

1-1/2"

1'-4 1/2"

NORTH FRAMING/ TYPE B WALLS

TOP PLATE OVERLAP

03.25.2012

FINISHED WOOD FLOOR

SOLE PLATE

DOUBLE TOP PLATE

5/8" TYPE "X" GYPSUM BOARD TYP. UNDER STAIRS PONY WALL

61'-6"

TOTAL RUN 10'-1"

5/8" TYPE "X" GYPSUM BOARD TYP. UNDER STAIRS

FINISHED WOOD FLOOR

SOLE PLATE

2x10 FL. JOISTS @ 24" O.C.

SCALE: 1/8" = 1'-0"

1 1/2"

ROUGH OPENING (DOOR)

ROUGH OPENING (WINDOW)

REGULAR 2" X 4" STUD @ 16" O.C.

SITE PLAN

TRIMMER STUD

4" X 4" HEADER

ROUGH SILL

6'-6 1/2"

ROUGH OPENING (DOOR)

1' 6"

149'-11 1/4"

14'-4"

14'-3 3/4"

ROUGH OPENING (WINDOW)

4'-4 1/2"

ROUGH OPENING (WINDOW)

7'-1 1/2"

ROUGH OPENING (WINDOW)

3'-2"

ADJOINING WALL

4" X 4" HEADER TRIMMER STUD ROUGH SILL

TOTAL RISE 9'-0"

2"X14" STRINGER

CRIPPLE STUD CRIPPLE STUD

SIDE YARD SETBACK

PROPERTY LINE

FINISHED WOOD FLOOR

MEZZANINE FLOOR LEVEL

EAST FRAMING

3'-0" (TYP)

3'-7 1/2" 61'-6"

3'-0" @ STAIRS 3'-6" @ LANDING

2'-0"

SCALE: 1/4" = 1'-0"

BALUSTER SPACING 4" MAX.

3'-0"

EAST FRAMING

MEZZANINE SPACE

8'-0"

14'-5"

MEZZANINE SPACE

3'-2"

4954 E. Meridian Street

CRIPPLE STUD SOLE PLATE

SATURN HOUSE

TRIMMER STUD

3'-0"

ROUGH OPENING (WINDOW)

ROUGH SILL

15'-7"

REGULAR 2" X 4" STUD @ 16" O.C.

ROUGH SILL

3'-0"

ROUGH OPENING (WINDOW)

3'-5"

ROUGH OPENING (DOOR)

PROPERTY LINE 20'-0"

4" X 4" HEADER

14'-11 3/4" ROUGH OPENING (DOOR)

3'-11 1/2"

ROUGH OPENING (GARAGE)

1'-0"

4" X 4" HEADER

ADJOINING WALL

4" X 4" TRIMMER STUD

4954 E. Meridian Street

DOUBLE TOP PLATE

4" X 6" HEADER CRIPPLE STUD

REGULAR 2" X 4" STUD @ 16" O.C.

4 2"

40'-0"

PROPERTY LINE

ADJOINING WALL

DOUBLE TOP PLATE

SATURN HOUSE

20'-0"

1 A-3.0

TOP PLATE OVERLAP

7'-10 1/2"

SIDE YARD SETBACK

4954 E. Meridian Street

100'-0"

PROPERTY LINE

REAR YARD SETBACK

SATURN HOUSE

FEI YE

SEE TYPE A WALLS

SCALE: 1 1/2" = 1'-0"

PAGE TITLE:

STAIR SECTIONS/ DETAILS PAGE NUMBER:

A-401

STAIR DETAIL E.R.

WAI

72'-4 1/2" 61'-6" 31'-11 3/4"

24'-4 1/4"

2:12 ROOF PITCH

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

ROOF LEVEL

7500 GLENOAKS BOULEVARD BURBANK, CA 91510

1/4" ROOFING ASPHALT SHINGLE

593'

DRAWN BY 1/2" GYPSUM WALL BOARD

ALAN MANNING

BRYAN RINCON

1" THCK STL. SUSPENSION CABLE

17'-8 1/2"

1" THCK STL. SUSPENSION CABLE

BILLY GROSJEAN

DRAWN BY ERICK RODRIGUEZ ALAN MANNING BRYAN RINCON

2" RECTANGULAR HANDRAIL

BILLY GROSJEAN

11'-9"

MEZZANINE LEVEL

SCALE: 1/4" = 1'-0"

582'

2X4 WOOD RAMP FLOORING 8'X7' WOOD GARAGE DOORS

FLOOR PLAN LEVEL 1 574' EXTERIOR GLAZING

15'-0"

3'-0" SLIDING GLASS DOOR 3'-0" 61'-6"

STREET LEVEL 566' ADA RAMP LANDING

MEZZANINE LEVEL

SCALE: 1/4" = 1'-0"

4954 E. Meridian Street

27'-0 1/2"

37'-9 3/4"

MEZZANINE LEVEL

SATURN HOUSE

566'

FIXED ALUMINUM FRAME WINDOW

4954 E. Meridian Street

574'

STREET LEVEL

SATURN HOUSE

FLOOR PLAN LEVEL 1

3'-0"

CONC. FOOTING AND FOUNDATION WALL

Mezzanine

4954 E. Meridian Street

4" WOOD SIDING CLAPBOARD

4" CONC. SLAB ON GRADE

593' 1 12

1" STUCCO, PTD.

SATURN HOUSE

1" STUCCO, PTD.

ROOF LEVEL

OUTDOOR WALL LANTERN

BRYAN RINCON

BILLY GROSJEAN

MEZZANINE LEVEL 582'

ERICK RODRIGUEZ

ALAN MANNING

7500 GLENOAKS BOULEVARD BURBANK, CA 91510

4" WOOD SIDING CLAPBOARD

DRAWN BY

ERICK RODRIGUEZ

SOUTH SCALE: 1/4" = 1'-0"

A 300

61'-6" 31'-11 3/4"

24'-4 1/4"

2:12 ROOF PITCH

ROOF LEVEL

593'

1/4" ROOFING ASPHALT SHINGLE

1/2" GYPSUM WALL BOARD

582'

JOB NO:

CONC. FOOTING AND FOUNDATION WALL

11'-0 1/4"

18'-11 3/4"

6'-8"

14'-9 1/4"

4" WOOD SIDING CLAPBOARD

NO. 01

A 601

Kitchen

Entry

Garage 1

JOB NO: 11

DATE 03.25.2012

NO. 01

A 301

ROOF LEVEL

4" WOOD SIDING CLAPBOARD

593' 1 12

1" THCK STL. SUSPENSION CABLE

OUTDOOR WALL LANTERN

FIXED ALUMINUM FRAME DOOR

MEZZANINE LEVEL

DATE

582'

03.25.2012

1'-6"

A 400

FLOOR PLAN LEVEL 1

566'

ADA RAMP LANDING

PAGE TITLE:

A-400

11'-9"

FLOOR PLAN SCALE: 1/4" = 1'-0"

A 400

6'-0"

4'-4 1/4"

PAGE TITLE:

A 600

SECTIONS PAGE NUMBER:

574' 4'-0"

STREET LEVEL

DATE 03.25.2012

FIXED ALUMINUM FRAME WINDOW

SCALE: 1/4" = 1'-0"

NO. 01

11 1

37'-9 3/4"

FLOOR PLAN

JOB NO:

FLOOR PLAN LEVEL 1 574'

FIXED ALUMINUM FRAME WINDOW

1" STUCCO, PTD.

2" RECTANGULAR HANDRAIL

Master Bedroom

Living Space

Full Bath

A 600

20'-0"

15'-2 1/4"

FIXED ALUMINUM FRAME WINDOW W/ 1" INSULATED GLAZING

MEZZANINE LEVEL

Closet

21'-10"

6' SQUARE FIXED ALUMINUM FRAME WINDOW

2 The drawings and specifications and designs represented hereby are and shall remain the property of the Architect, and no part thereof shall be used or reproduced for any purpose other than the specified project for which they have been prepared and developed without the written consent of the Architect

1" THCK STL. SUSPENSION CABLE

A 300

PAGE TITLE:

FLOOR PLANS

A-200

EXTERIOR ELEVATIONS

61'-3 1/2"

STREET LEVEL

PAGE NUMBER:

566'

NORTH SCALE: 1/4" = 1'-0"

PAGE NUMBER:

A-300

W AA II W

2x4 P. TRTD WD. SILL PL. 2X4 STUDS @ 16" O.C.

INTERIOR

GARAGE INT. 2x10 WOOD FL. JOIST

1/2" GYPSUM WALL BOARD

3/4" FINISH WOOD FL.

CONC. STEP

3/4" WOOD SHEATHING PLYWOOD

2x6 P. TRTD WD. SILL PL. WOOD SHIM

4" CONC. SLAB ON GRADE 4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

#4 DOWELS @ 24" O.C.

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER

WOOD FRAME

1'-0 1/4"

11"

1x3 WD. TRIM

7500 GLENOAKS BOULEVARD 7500 GLENOAKS BOULEVARD BURBANK, 91510 BURBANK, CA CA 91510

1/2" GYPSUM WALL BOARD

10" WOOD FL. JOIST WATERPROOFING MEMBRANE

1" ANCHOR BOLT HOOK

DRAWN DRAWN BYBY

CRAWL SPACE

ERICK RODRIGUEZ ERICK RODRIGUEZ (6) 1/2" 1D 375 BOLT HEXFINISHED PV

1'-2 1/2"

#4 REBAR

ALAN MANNING ALAN MANNING BRYAN RINCON BRYAN RINCON

FINISHED GRADE

BILLY GROSJEAN BILLY GROSJEAN

4" SAND FINISHED GRADE

(2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD JOIST HANGER

1'-1 1/2"

ION

INTERIOR WALL / TYP. DOOR HEAD SCALE: 3" = 1'-0"

1/4" ROOFING ASPHALT ROOF SHINGLE 1/4" ROOFING ASPHALT SHINGLE METAL FLASHING TYP. 5/8" SHEATHING PLYWOOD

CHANGE OF LEVEL INTERIOR DETAIL

E.R.

LEVEL 591.1'

SCALE: 1" = 1'-0"

ARM

RAMP FL. JOIST CONNECTION SCALE: 3" = 1'-0"

E.R.

1/2" GYPSUM WALL BOARD

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER NAIL

3/4" FINISH WOOD FL. 3/4" WOOD SHEATHING PLYWOOD

REGULAR 2X4 WOOD STUD @ 16" O.C TYP.

2X10 WOOD FL. JOIST

1/4" ROOFING ASPHALT SHINGLE

2X4 SILL PLATE

SEALANT, TYP.

SLOPE: 2" PER 1'

2X10 FL. WEDGE

5/8" SHEATHING PLYWOOD

1" ANCHOR BOLT HOOK

OFFSET "Z" SET IN SEALANT

2X6 P. TRDT. WOOD SILL

5/8" SHEATHING PLYWOOD R-30 BATT INSULATION

10"

FLASHING

4" CONC SLAB ON GRADE W/ #3 RB. @ 16" O.C.

2X8 ROOF RAFTERS5/8" @ 24" O.C. PLYWOOD SHEATHING W/ R-30 BATT INSULATION

1/4" ROOFING ASPHALT SHINGLE

LOW ROOF 588.1' (2) 2X8 RIDGE RAFTER

1'-6"

1/2" GYPSUM CEILING BOARD 2X8 WEDGE

FEI YE

1" THCK STL. SUSPENSION CABLE

LOW ROOF 588.1'

1" THCK STL. SUSPENSION CABLE

(2) 1" SUSPENSION CABLE BOLT

2X4 DOUBLE TOP PLATE

4" WOOD SIDING CLAPBOARD R-30 BATT INSULATION IN ALL ROOF AREAS, TYP. AIR INFILTRATION BARRIER

R-30 BATT INSULATION IN ALL ROOF AREAS, TYP.

3" COMPACTED GRAVEL

3/4" SHEATHING PLYWOOD

FINISH GRADE

1/2" GYPSUM CEILING BOARD

(2) #4 REBAR AT 2X 2X4 DOUBLE TOP PLATE BOTTOM

3/4" SHEATHING PLYWOOD (N) STUCCO WALL ASSEMBLY R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

9" STEEL BRACKET W/ (4) 1/2" 1D 375 BOLT

2/8 ROOF RAFTERS @ 24" O.C.

4" CLEAR FOR EXPANSIVE SOIL

2X4 DOUBLE TOP PLATE 1'-0"

9" STEEL BRACKET W/ (4) 1/2" 1D 375 BOLT

3/4" SHEATHING PLYWOOD 2X8 ROOF RAFTERS @ 24" O.C. W/ R-30 BATT INSULATION

(2) 2X8 RAMP FL. JOIST (1) 5/8" PLYWOOD

1/2" GYPSUM WALL BOARD

WINDOW SILL DETAIL SCALE: 3" = 1'-0"

2X4 DOUBLE TOP PLATE

CONNECTION OF WALL A / FLOOR / FOUNDATION 2 x 4 STUD @ 16" O.C.

5/8" GYPSUM WALL BOARD

E.R.

SCALE: 1" = 1'-0"

B.R.

5/8" GYPSUM WALL BOARD

SUSPENSION CABLE / RAMP FL. JOIST CONNECTION SCALE: 3" = 1'-0"

E.R. REGULAR 2X4 WOOD STUD @ 16" O.C. TYP.

1/2" GYPSUM WALL BOARD R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

1/2" GYPSUM WALL BOARD

1/4" ROOFING ASPHALT SHINGLE

3/4" FINISH WOOD FL. 3'-0" 3'-6"

5/8" PLYWOOD

1/2" GYPSUM CEILING BOARD

W/ R-13 BATT. INSUL.

REGULAR 2X4 WOOD STUD @ 16" O.C. TYP.

ION

2X8 RAMP FL. JOIST

4954 E. Meridian Street 4954 E. Meridian Street

RIGID INSULATION

SATURN HOUSE SATURN HOUSE

1'-6"

WOOD DOOR

R.O. HEAD. 567.1'

5/8" SHEATHING PLYWOOD

3/4" WOOD SHEATHING PLYWOOD 2X10 WOOD FL. JOIST

1/8" NAIL

R-30 BATT INSULATION

1/4" ROOFING ASPHALT SHINGLE SEALANT, TYP. 5/8" SHEATHING PLYWOOD

1" INSULATED GLAZING

R-30 BATT INSULATION IN ALL ROOF AREAS, TYP. 2X8 WEDGE WOOD DOOR

1'-6"

FIXED ALUMINUM FRAME WINDOW W/ 1" INSULATED GLAZING 2X 2X4 DOUBLE TOP PLATE

2X4 STUDS @ 16" O.C. 5/8" GYPSUM WALL BOARD

LL TO FOUNDATION W/ DARINAGE 6

2/8 ROOF RAFTERS @ 24" O.C.

1/2" GYPSUM CEILING BOARD

INTERIOR WALL AND ROOF CONNECTION SCALE: 1-1/2"=1'-0"

ARM

2X6 P. TRDT. WOOD SILL

1'-6"

The drawings and specifications and designs The drawings and specifications and designs represented hereby are shall and shall remain represented hereby are and remain the the property the Architect, andpart no thereof part thereof property of theofArchitect, and no shall shall be used or reproduced for purpose any purpose be used or reproduced for any otherother than than the specified project for which the specified project for which they they havehave beenbeen prepared and developed without the written prepared and developed without the written consent the Architect consent of theofArchitect

INTERIOR

1/4" NAIL

Written dimensions precedence Written dimensions shall shall havehave precedence over over scaled dimensions. The Contractor scaled dimensions. The Contractor shall shall verifyverify andresponsible be responsible all dimensions and be for allfor dimensions and and conditions onjobsite the jobsite and report conditions on the and report any any discrepancies to Architect. discrepancies to Architect.

WINDOW SILL DETAIL

2x4 P. TRTD WD. SILL PL.

SCALE: 3" = 1'-0"

2x10 WOOD FL. JOIST

B.R.

3/4" FINISH WOOD FL. 3/4" WOOD SHEATHING PLYWOOD

ROOF CORNER DETAIL SCALE: 3" = 1'-0"

10" WOOD FL. JOIST 1" ANCHOR BOLT HOOK

2X6 P. TRDT. WOOD SILL CONC. FOOTING AND FOUNDATION WALL

FINISH GRADE

4" CONC. SLAB ON GRADE

R-13 INSULATION

T.O. FIN. FLR. 567.1' FOUNDATION 566.1'

10"

R-19 INSULATION IN ALL EXTERIOR WALLS, TYP.

(N) STUCCO WALL ASSEMBLY

GARAGE INTERIOR SEALANT, TYP.

2x6 P. TRTD WD. SILL PL.

1X3 WD. TRIM

ALL CONNECTION

2X4 DOUBLE TOP PLATE

1/2" GYPSUM WALL BOARD

SHIM 3/4" SHEATHING PLYWOOD

CONC. FOOTING AND FOUNDATION WALL

FINISH GRADE

FIXED ALUMINUM FRAME WINDOW

5/8" GYPSUM WALL BOARD

WOOD SHIM 1X3 WD. TRIM

T.O. FIN. FLR. 567.1'

4" WOOD SIDING CLAPBOARD W/ 1/8" NAIL 2" SAND FINISHED GRADE 3/4" SHEATHING PLYWOOD W/ AIR INFILTRATION BARRIER

FLASHING

FINISHED GRADE 1/2" GYPSUM WALL BOARD

JOB NO: JOB NO:

7 6

DATE NO.NO. DATE 01

01 03.25.2012 03.25.2012

FOUNDATION 566.1'

#4 REBAR

1/4" NAIL IN 2X4 DOUBLE TOP PLATE

WOOD FRAME

The drawings and specifications indicate The drawings and specifications indicate the the general scope of work and required technical general scope of work and required technical performance the building systems andnot do not performance of theofbuilding systems and do necessarily indicate or describe allwork the work necessarily indicate or describe all the required forperformance full performance and completion required for full and completion of of the construction contract. Based onscope the scope the construction contract. Based on the of of indicated Contractor furnish all items workwork indicated Contractor shall shall furnish all items required forproper the proper execution the project. required for the execution of theofproject.

1/4" ROOFING ASPHALT SHINGLE 1/8" NAIL 5/8" SHEATHING PLYWOOD

SHIM

2X8 WEDGE

WD. DOOR PER DR. SCHED.

4" CLEAR FOR EXPANSIVE SOIL

1'-0"

FIXED ALUMINUM FRAME WINDOW

SEALANT, TYP.

1X12 ALUMINUM FASCIA 1/4" NAIL

1" INSULATED GLAZING

PAGE TITLE: PAGE TITLE:

WALL DETAILS SECTIONS PAGE NUMBER: PAGE NUMBER:

TYP. DOOR HEAD/ JAMB DETAIL SCALE: 3"=1'-0"

ARM

INTERIOR WALL SECTION B HEAD/JAMB DETAIL 55 WINDOW SCALE: = 1'-0" SCALE: 3" 3/4" = 1'-0" B.R.A.R.M

INTERIOR SECTION C EDGEWALL DETAIL 11 ROOF SCALE: 3/4" == 1'-0" 1'-0" B.R. E.R. SCALE: 1 1/2"

A-600 A-700

17 TIMCHEH AMIN AL DOWLEH Location: Kashan, Iran Typology: Bazaar

Course: Design Communication Instructor: Maxi Spina

TIMCHEH AMIN AL DOWLEH model construct Case Study

The computer aided investigation into this classic piece of architecture reveals an intricacy and geometric modularity. After the creation of the existing dome, an intervention of apertures was implemented. On each valley and ridge of the module, an ellipse voids through to emit light and provide a dense rotation of sunlight openings. The form of the design informs the color study. A gradient rotation of color, sinuously blends from one module to the other.

1. Detail View of Model Construct 2. Axonometric - Muqarna Radial Pattern 3. Elevation 4. Detail of Muqarna 5. Subdivided Dome - Six Sectioned Segments 6. Design Evolution of the Muqarna

7. Rear of Model Construct - Each muqarna fabricated individually by hand by the process of laser cutting apertures and folds. 8. Detail of Oculus with a 3D Model

18 PERSONAL CRAFT Urban Sketching // Illustration // Photography Study Abroad: Spain & Europe Backpacking: Asia Tour

Commissions: NY Bagel Company Blackstone Group

Of Europe : Urban Sketch Collection

The year abroad in Spain as a foreign exchange student ignited this passion for urban sketching. My vision for See The Lines is an attempt to translate the details of everyday life that are most often unseen, overlooked or underappreciated, and define them as focal points for the observer. Traveling combined with sketching really brings about a sensation of presence. Meditating on a subject for an hour to 8 hours and even several sessions translates into this genuine understanding of the inner/ outer workings of a space and the urban fluidity that coexists. Sketching as an observation tool increases oneâ&#x20AC;&#x2122;s ability to dissect an environment to its patterns, natural rhythms, and innately gifts a self-awareness. It is an exciting and humbling learning process that continues to give.

1-5. Barcelona, Spain: La Sagrada Familia; Barrio Gotico; Santa Maria del Mar 6-7. Menton, France 8-9. Belgium: Brugge; Waterloo

Of Europe : Urban Sketch Collection

1-5. Barcelona, Spain: Montserrat; Arc de Triomf; Ave Diagonal; Passeig de Gracia 6-8. Belgium: Brussels; Antwerpen; Ghent

Commission : NY Bagel Company The New York Bagel Company in Brentwood, California commissioned this piece to fit the dimensions of their deli window as a large vinyl print while the original watercolor is 8 inches by 40 inches.

Commission : Blackstone group Commissioned by a multinational private investment corporation, Blackstone Group, as a parting gift for the head of the office who oversaw several building purchases. Original: Collage on 18â&#x20AC;? x 18â&#x20AC;? Stonehenge.

1. Ferry Building in San Francisco 2. MacArthur Place Building in Orange County 3. 1299 Ocean- Wilshire Palisades 4. 8 King Street E- Toronto 5. Ward Village- Waiea Building in Honolulu

“The sun never knew how great it was until it hit the side of a building.” “I sense a Threshold: Light to Silence, Silence to Light - an ambiance of inspiration, in which the desire to be, to express, crosses with the possible Light to Silence, Silence to Light crosses in the sanctuary of art.”

- Louis Kahn

St. Maryâ&#x20AC;&#x2122;s Cathedral, Tokyo, Japan (1964) - Kenzo Tang

Of Asia : Journal Documentation

Of Asia : urban sketch collection

1. Kyoto, Japan 2. Thailand: Chiang Mai, Wat Chedi Luang 3-4. South Korea: Busan, Gamcheon Art Village; Gyeongju, Bulguksa Temple 5. Japan: Tokyo, Shinjuku 6-8. Thailand: Koh Lanta Island; Pai; Bangkok

“Designing is a matter of concentration. You go deep into what you want to do. It’s about intensive research, really. The concentration is warm and intimate and like the fire inside the earth - intense but not distorted. You can go to a place, really feel it in your heart. It’s actually a beautiful feeling.”

- Peter Zumthor

Alรกn Ramiro Manning 10650 Missouri Ave, Apt 4. Los angeles, Ca 90025 t: (951) 491-5307 e: alan@seethelines.com w: www.seethelines.com