Arch i t ec tural Port fol i oJoseph P .Hacke t t

Joseph  P.  Hackett  LEED  A.P.San  Francisco,  CA  94114

805.637.6886

jphdesigns@gmail.com

ARCHITECTURAL  PORTFOLIO

1      Graduate  Studio  Project:  San  Francisco,  CA    2010  -­  2011

  California  College  of  the  Arts:  Advanced  Studio  

  Exotic  Variables:  Associate  Professor  Thom  Faulders

  Aeolotropic  Towers:    Abu  Dhabi  United  Arab  Emirates

2      Graduate  Studio  Project:  San  Francisco,  CA    2010  -­  2011  

  California  College  of  the  Arts:  Advanced  Studio

  Arrivals  &  Departures:  Associate  Professor  Doris  Guerrero

  Diridon  Intermodal  Transit  Station:  San  Jose,  CA

3      UCLA  Childcare  Center:  Westwood,  CA      2009  -­2010

  UCLA  Regents  &  Bright  Horizons:  AB  Design  Studio,  Inc.

  Commercial  Tenant  Improvement  &  Adaptive  Change  of  Use

4        Malibu  Road  Residence:  Malibu,  CA      2007-­  2009

  E  &  E  Trust  Development:  J.  Staff  Architect

  New  Single-­Family  Residential  Construction

5    Richwood  Drive  Residence:  Brentwood,  CA      2007  -­  2009

  Maroun  Family:  J.  Staff  Architect  

  Single-­Family  Renovation  and  Addition

6    The  Californian  Penthouse:  Los  Angeles,  CA    2007  -­  2009

  Guerin  Condo  Residence:  J.  Staff  Architect

  Condominum  Tenant  Improvement

 

7 2008  -­  2008

  Sheldon  Appel  Co.  Development:  J.  Staff  Architect  

8      Sports  Museum  Center:  Santa  Barbara,  CA      2005  -­  2007

 

  Commercial  Tenant  Improvement  &  Private  Museum

9        Design-­Build  Furniture:  San  Francisco,  CA      2010  -­  2011

                     -­  Academy  Studios,  Inc.  :    Marin  History  Museum  -­  Reception  Desk

                                     

AEOLOTROPIC TOWERSSAADIYAT ISLAND ABU DHABI UAE CCA ADVANCED STUDIO SPRING 2011

X-TYPE

X-TYPE

MANIFESTO:

AEOLOTROPIC:“Synergy created combining different physical properties in different positions or directions.”

METABOLIC RESPONSE:Wind generated power and passive cooling with knowledge of prevailing wind (air flow). Designed as a gateway tower to a new development in Abu Dhabi, Aeolotropic Towers acts as a symbol as to the wealth and great traditions of the Islamic culture. Intertwined [Bifurcation] program consists of whole dynamic hybrid of specific fusion of commercial and cultural functions. This new organization whose unity produces a whole greater than the sum of its parts.

Site location is derived from scalar perspectives upon approach to Saadiyat Island. This gateway location allows for future development to bridge west and East of the freeway. The mass transport hub acts as an intense pivot node from which transitions are expected with activity.

STATES OF CHANGE_3PHOTOVOLTAIC GLASS SHINGLES

MORPHOGENETIC TRANSITIONS IN LANDSCAPEDIRIDON INTERMODAL TRANSIT STATION SAN JOSE, CA.CCa advanced studio fall 2010

CONCOURSE

HIGH-SPEED RAIL

PROGRAM

CALTRAIN & TERMINAL

+0'

VTA - LIGHTRAIL

BART

ESCALATORSELEVATORSSLEEPING POD LOUNGEBATHROOMSL.E.D. TICKET CHECKPTS.

ESCALATORSELEVATORS

ESCALATORSELEVATORSL.E.D. TICKET CHECKPTS.

GALLERY RESTAURANTLOUNGE EATING AREASCOMMERCIAL ART GALLERIESSHOWCASE MEETING AREASBATHROOMSENTRY

ESCALATORSELEVATORSBATHROOMS

TECHNOLOGY THEATER

MECHANICAL ROOM & ACCESS

LIGHTRAIL PLATFORMS

RESTAURANTSURBAN PARK

BICYCLE STORAGE PARKINGL.E.D. TICKET CHECKPTS.

MECHANICAL ROOM BART PLATFORMS

ANCILLARY STANDOFF AREA BATHROOMS

+45'

+24'

+105'

-20'

-60'

MANIFESTO:

Our design philosophy pushes us to rigorously engage with the Ecological Urban systems that surroundus. We strive for flexibility in an evolving ecosystem and for a harmonious bond with natural ecologies. Aworking balance of pervious and impervious surfaces must be established in conjunction with the needsof a complex transverse urban condition.

Creating a vision for Diridon, San Jose_2050:Building systems be completely self-aware, self-efficient in energy production and usage moving beyondnet-zero city models of 2010 to built living system environment of the future cities. The built-living systemsare symbiotic with nature and cultivating “energy” producing community.

Integrated Design: Design/Build/fabrication collaboration will occur in all system phases throughout.This process will be based an interwoven network of design professionals, engineers, biologist, researchersand urban planners sharing/communicating present or in hologram tech information instantly with acommon vision and goal. The ecology of the individual depends on the team for key design moves andprogress

HP Pavilion

N

Solar Surface Study

SKIN APERTURE SOLAR STUDY

Phase 1

Phase 2

Phase 3

HEXAGRID SKIN STRUCTURE HEXAGRID SKIN ACTIVE / PASSIVE STRATEGIES

Outer shell: Carbonfiber & Glass Resin Composite

Membrane: Nano-cellar Fixed Algae panel Grid

Operable Algae panels

Algae growth study model

This section of the skinsupports vegetation growthdirectly onto the structure

structure and aluminum

Inner Shell: High-strength concretecomposite

Primary Hyperboloid structure:Polycarbonate and HSS Steelcomposite

Secondary Structure:Recycled steel compositeand light gauge tensiltegriders.

Piezo-electric floor grid at concourse and terminallevels.

This project called for an adaptive change of use from an existing retail to proposed commercial childcare center occupancy on the third floor of three floors. My role as Project Manager included coordination of constructiondocuments, city and planner consultation, contractor communication andRFI and RFQ submittal as well as code analysis and design team lead.

Interior non-structural demolition and renovation with Design-Build MEP. Reconfigured existing parking lot to include newplayground area and designed perimeter barriers.

UCLA CHILDCARE CENTER - TENANT IMPROVEMENT10861 weyburn avenue - westwood, caAB DESIGN STUDIO 2010

24166 MALIBU ROAD RESIDENCE MALIBU, CA.JSTAFF ARCHITECT 2009

2 B-2-1 Beam Notch in Concrete Wall

3x8 P.T.D.F . Drag St rut w/ 1/2" dia. A.B . @36" o.c. , m in. 4" min. embedment

(2) 1/2" dia. A.B. @4" o.c. , m in. 4" min. embedment for W 6 x 25 o/ 1 1/2" drypack

Notch for W6x25

3x6 Nai ler

1 1/2" Drypack

2 1/2" A.B . w/ 4" Embedment

9" Concrete wall

This project called for new construction of a two-story 4,460 S.F. 6 bedroom 6 1/2 bath, single family residence with attached 2 -cargarage. The new dwelling waste-water disposal system was designed in accordance to the strict City of Malibu waste wate management requirements (CDP) being that the house was built on the Pacific Ocean.

My role in the project was overseeing the construction detailing and documents for permitting. Communication with all consultants involved including working directly with the structural engineer on various design changes and permiting issues. I was also involved with 3D design modeling studies showing butterfly roof form change to a flat design with extended fascia projections.

24166 MALIBU ROAD RESIDENCEMALIBU, CA.JSTAFF ARCHITECT 2007

3

6 8

4

9 1013

CL

1'-8 1/8" 1'-8 1/8" 1'-8 1/8"4'-2 3/8"1 1/2"

8 3/

4"

1'-8 1/4"

3

9"

4"

6'-4

1/4

"2"

E

C.I.P. Wall

Intercom1/2" Plywood2x4 Framing1/2" PlywoodFlat 2x4 framingStep ceiling to match wall

StepStep

Threshold

C.I.P. Wall

Concrete lintel above

6'-8

1/4

"

1"

5'-0"7/8" thk. exterior cement plaster o/ w.p. paper backed backed mtl. lath

8A-4.1

4B

3

Entrance

-

-Garage 10

-8

-

4A

-

2"

1 / A-1.1

6A

1/2": 12"Slope

1/2": 12"Slope1/

2": 1

2"Sl

ope

6B

6C

6D

A

C

Chimney ShroudScale: 1/2"=1'0"

Chimney Shroud Plan

Roof below Roof below

Chimney Shroud West Elevation

Chimney Shroud East Elevation

Partial Plan @ EntryScale: 1/2"=1'-0"

North

1 / A-1.3

-

-

--

Custom chimney shroud of 3/16" thk. bronze

1-1/2" dia. brass pipe column supporting chimneyshroud, typ. 4 places

Custom chimney cap of 3/16" thk. bronze

"Round top" stainless steel chimney top by "Selkirk Metalbestos" w/ spark arrestor-openings in stainless steel mesh shall not exceed 1/4" (bronze preferred- contractor to suggest alternative)

"As - cast" C.I.P. concrete chimney structure- S.S.D.

1/4" Thick bronze plate chimney rain def lector

"Round top" stainless steel chimney top by "Selkirk Metalbestos" w/ spark arrestor-openings in stainless steel mesh shall not exceed 1/4" shown dashed below

Stainless steel swaged grating by "McNichols" -1" x 3/16" bar with 1" spacing.

Elevation of Teak Wood Entry Panels3

3-

Entrance

Video intercom

8'-2

1/4

"

Teak wood 4/4x6"align w/ 6" form board lines on concrete

2" 2"

Concrete Wall over Garage/Entry

Teak wood entry door

E

Wet location listed lighting f ixtureCenter of wall

EQ. EQ.Teak wood garage door

± 2 1/4" x 3/4" Deep reveal

Entrance

5A-4.1

3A-4.1

4A-4.1

A B

8A-4.1

4A-

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

B Chimney Shroud North Elevation

D Chimney Shroud South Elevation

Chimney cap fastener-5/8" Ø silicon bronze machine screws threaded into type 316 stainless steel "adhesive grip" internally threaded anchors for concrete beded in " Hilti" "Hit" epoxy per manufacturers instructions- 10 fasteners total

Entry

Plywood sheeting per struct.-Install so plywood does notcontact concrete.

Top of concrete slab - S.S.D.

Driveway f inished surface

PTDF sill plate

"Tyvek" home wrap/ weather wrap

20 ga. sht. mtl.base f lashing

2 1/

4"

El. +26.50' T.O.S.

6"

Align joints between boards w/ horizontal form board pattern @ adjacent concrete wall, typ.

± 2 1/4" x 3/4" Deep reveal

Cast additional thickness into stemwall to form reveal as shown

Rabbet siding to craete 1/4' reveal @ joint between siding members

Top of concrete stem wallor slab per structural

3/4"

20 ga. sht. mtl.base f lashing

7/8" thk. exterior cement plasterr o/ w.p. paper backed metl. lath

Scale 3"=1'-0"Teak Siding @ Entry / Driveway9 / A-4.8

Plywood sheeting per struct.-Install so plywood does notcontact concrete.

Top of concrete slab - S.S.D.

Slab stone o/ full mortar bed

PTDF sill plate

"Tyvek" Home wrap/ weather wrap

20 ga. Sht. mtl.base f lashing

2 1/

4"

El. +26.50' T.O.S.

6"

Align joints between boards w/ horizontal form board pattern @ adjacent concrete wall, typ.

± 2 1/4" x 3/4" Deep reveal

Cast additional thickness into stemwall to form reval as shown

Rabbet siding to create 1/4" reveal @ joint between siding members

Scale 3"=1'-0"Teak Wood Siding @ Entry / Garage9 / A-4.8

Top of concrete stem wallor slab per structural

See detail 3 and 9 sht. A-4.8for further info on teak siding this area

7/8" thk. exterior cement plaster o/ w.p. paper backed mtl. lath

7/8" thk. exterior cement plaster

1 1/2"

"Tyvek" Home wrap/ weather wrap

Kerf plaster casing bead

One piece 8/4 Teak wood garage door Jamb

Plywood

Kerf jamb to receive casing bead

3/4" Teak wood siding

Scale 3"=1'-0"Teak Siding @ Garage Door Jamb

7/8" thk. exterior cement plaster

"Tyvek" Home wrap/ weather wrap

One piece 8/4 Teak wood garage door Jamb

Plywood

3/4" Teak wood siding

N.T.S.

A Plan

B Axonometric

2x Framing

± 2 1/4" x 3/4" Deep reveal

Concrete stem wall

El. +26.50' T.O.S.

4/A-4.8

Entry

20 ga. Sht. mtl.base f lashing

Garage

Maroun Residence Renovation & AdditionBrentwood, Los Angeles Ca. J.Staff Architect 200812550 RICHWOOD DRIVE

BRENTWOOD LOS ANGELES, CA.JSTAFF ARCHItect 2008

This major addition and complete renovation ofan existing three level residence is located on a downward sloped site. Major additions included two new bedroom/bath suites. Contemporary detailing called for commercial storefront door and windows along with hot-dipped galvanized sheet metal cladding and roofing applied in a shingle and cleat fashion. My role as project manager/ designer included completion of all construction details, construction documents and working directly with contractor, engineer and city planners and permit officials. A direct Relationship with client was built under introduction from the architect, which allowed for direct design decisions to be incorporated into the project. I also developed 3D massing model studies for client presenta-tion and design development stages.

Scale: 1/4" = 1'-0"Proposed South Elevation12

7A2.1

12A2.1

7A2.2

12A2.2

EL. 75.81

Lowest Grade @ 5'-0" fromlowest building corner

EL. 112.33T.O. (E) Flat Roof

(E) Main Level Ceiling

EL. 103.59T.O. (E) Study Floor

EL. 102.59(E) Lower Floor Ceiling 1

EL. 101.98T.O. (E) Main Floor 2

(E) Lower Floor Ceiling 2

EL. 94.98T.O. (E) Lower Floor 1

EL. 86.07T.O. (E) Basement Floor

EL. 85.16(E) Bottom of F.J.

EL. 93.14T.O. (E) Lower Floor 2

EL. 92.14(E) Bottom of F.J.

EL. 91.37T.O. (E) Slab (N) Master Bed

EL. 103.84T.O. (E) Main Floor 1

13.00 (E) Parapet

EL. 81.60 T.O.S. @(N) Grotto Landin

EL. 111.81 Height Limit

EL. 93.98(E) Basement Ceiling

EL. 91.92T.O. (N) Lower Floor 3

Grotto

Pool Deck

(N) Covered Patio (N) Deck

1A-4.814

(N) H.D.G.S. guardrail system w/ 1 1/2" dia top rail / handrail at 36" above finish floor or adjacent finish surface and 3/16" dia. S.S. cable guardrail members at 4" max. on center

Steel channel w/ painted finish - S.S.D.

7/8" thk. ext. cement plaster over expanded metal lath underside ofbalcony

35.1

8'-4

5/8"

(N) Steel channel w/ architectural stiffenerplates where shown - painted finish

) H.D.G.S. guardrail system w/1/2" dia top rail / handrail at 36" abovead nosing or adjacent finish surface d 3/16" dia. S.S. cable guardrail members

4" max. on center

(N) 10" x 14" ga. sht. mtl. foundation vent6" min. above crawlspace grade at wall

by "Fry" - clear anodized finish, typ. 3 places

(R) Exterior renovation of portion of (E) building to remain - sandblast to remove all color and texture, patch (E) exterior cement plaster, and color coat w/ burnished hard trowel finish

) Exterior renovation of portion of (E) building remain - sandblast to remove all color and xture, patch (E) exterior cement plaster, and

olor coat w/ burnished hard trowel finish

) Steel channel w/ architectural stiffenerlates where shown - painted finish

(N) sideyard deck w/ C.I.P. concrete retaining wall, "IPE" hardwood decking, and H.D.G.S. steel guardrail system 36" min. above walking surface.

1 H

3 5

21 20

4749

5856

G F

WX V U T S P

Y Z

AA

5A-4.0

4A-4.4

4A-4.2

4A-4.2

11A-4.6

11A-4.0

4A-4.8

Maroun Residence Renovation & AdditionBrentwood, Los Angeles Ca. J.Staff Architect 2008

PENTHOUSE CONDO TENANT IMPROVEMENT & RENOVATION10800 WILSHIRE BOULEVARD LOS ANGELES, CA.JSTAFF ARCHITECT 2009

This two story penthouse Tenant Improvementproject called for concise contemporary detailing and first hand knowledge of specificlighting systems. The client requested an acoustical interior with low reverberant qualities for every living space in the condo.

Tenant Improvements to this new partially built-out three bedroom condo located on the23rd and 24th floors of a residential high-rise included installation of a new steel and glass stairs/guardrail design. Modifications and upgrades of all MEP systems and removal and reconstruction of non-bearing interior partition walls.

My role included: Project Management with respect to completing Construction Documents, negotiations with City planners and permit staff and working directly with the contractor and project engineer on all structural upgrades. Special project coordina-tion on my part included the subcontractor involved in the custom glass tread staircase as the showcase of the penthouse condominium unit.

R = 2'-

6"

R =

2'-0"

As-built

Double actingslab door ht.

Sliding paneldoor ht.

7'-1

0" R

ough

(R) K

itche

n so

ffit h

t.

(R) Kitchen

TV C ht.L

(N) Dining

7'-7

" Fi

n.

8'-0

" Fin

.

(R) Bedroom 2

Art / TV Wall Section @ Dining Room14 Scale: 1" = 1'-0"Art / TV Wall South Elevation @ Living Room13 Scale: 1" = 1'-0"

11A-4.12

(R) Kitchen(N) Dining

New Kitchen wallframing per S-4.2

(E) Concrete 24th Floor slab

New Art Wall framing per S-4.2

Ceiling framing perstructural detail 1/ S-2.0

3/4" M.D.F. Lighting door-Finish to match art wall, typ.

6"5/

8"16

5/8

" Fi

n.Ba

se

Living Room end of soff it

15'-2

" R

ough

1'-0

"R

ough

1'-0

"R

ough

2 1/

4"2

1/4"

7 1/

2"

Rou

ghR

ough

7 1/

2"2

1/4"

2'-6

"

Face of (E) Stud

Verify Req'd clearance w/door fabricator

3 1/2"6"10 1/2" Fin.

1'-1

1/4

"R

ough

2'-3

3/4

"

3'-5

"

Rou

gh

Rou

gh4'

-2"

Rou

gh

8'-0

"R

ough

B.O. Hdr.

N.T

.S.

8 3/4"As-built

1'-2 5/8"

5A-4.4

6/ A-4.10 6/ A-4.10

Flush reveal slab stone base

Cove lighting per lighting schedule -see 8 / A-4.12

Automated Art Panelshown in down position

36" wide painted f inish double-acting slab door in sliding door panel -see details 4&5 /A-4.12

Automated Art Panelshown in up position

Painted wood jamb - see det.3/ A-4.12, Head sim.

Cove lighting per schedule

Face of curved lightingsoff it

5'-5

" Fi

n.

1'-9

" Fi

n.

TV C ht.L

"Sony" LCD Flat TV - verify dimensional req.

Recessed automated drive motor & adjustable cross bars for art panel -see A/V consultant

Mounting bracket -seeAudio/Video SystemsConsultant for position

Finished Floor

(E) 23rd Floor concrete slab

8A-4.1

+36" A.F.F. Countertop ht. beyond

+29" A.F.F. Desk ht.

Sliding door track and f ittings by "Hafele" -see door sch. A-0.2

Automated Art Panel(up position) shown dashed

Butler's pantry slabdoor w/ f ixed transomabove shown beyond

Align w/ f in. T.O. air grille

Kitchen soff it

Sliding door track and f ittings by "Hafele" - See door schedule

1/2" Reveal

(2) layers of 3/4" plywoodbacking @T.V. recess

Cove lighting per lightig schedule

Lighting access door -f inish to match art wall

R = 2'-6"

R =

2'-0"

45°

8A-4.11

5/8" thk. type "X" G.W.B. skim coated with painted f inish typ.

5/8" thk. type "X" G.W.B. skim coated with painted f inish typ.

1/2" reveal @ wall to ceiling typ. per

Countersink screws in base andscrew to blocking w/(5) #14 x 1" silicon bronze F.H.W.S. per plate. Screw type & spacing to align w/ adjacent flooring screw type & spacing

1 1/2"

1 1/2"

16 1/2"

22 1/2"

22 1/2"

1 1/2"

1 1/2"

36"

48"

3"1 1/2"

1 1/2"

Eq.Eq.

3'-0" x 4'-0" 16 ga. hot rolled steel plate flooring o/ two layers 30# building feltw/ staggered seams. Fasten flooring to plywood subfloor w/ (9) countersunk #14 x 1" silicon bronze F.H.W.S. per plate. Cut flooring plates around interior walls, typ. Running bond flooring pattern to be continuous

Scale: 1/2" = 1'-0"Isometric Detail of Flooring and Base

My role in this small office tenant improvement included Project Management/ design work and construction document coordination. I worked directly with the contractor to deliver on time and under budget to the client a drastically improved office interior with contemporary detailing and finishes.

Tenant improvements in a lease space in an existing Commercial Building. Tenant improvements include:

interior partition walls.

E & E TRUST OFFICE TENANT IMPROVEMENT2148 FEDERAL AVENUE LOS ANGELES, CA.JSTAFF ARCHITECT 2007

Mezzanine(no work this area)

Entry

Shelly's Off ice

Conference

Lori's Off ice

Coffee Station

MWU/C Ref. TC Teri's Off ice

Carol's Off iceStorage

Copier/Printer DownDown

Open to below

Open to Below

Carol's Desk - Modify desk to move hangingcabinet to positionshown

Carol's Desk Return

Lori's Desk Return -Replace glass topw/ longer top to f illavailable space

+29"

+27"

+30 1/2"

+27"

+29"

Shelly's Desk Return

Knee space below

(N) slab stone countertop

(N) slab stone countertopcont. w/ Teri's countertop(N) 1/4" thk. tempered glass partition

(E) soff it above toremain shown dashed

(E) soff it above toremain shown dashed

(E) skylight above toremain shown dashed

(N) full height wall tounderside of upper soff it

Demolish and remove (E) cabinetry, typ.

+36"

(N)SupplyCabinet

Teri's Desk Return -modify as req'd tof it (E) space

Teri's Desk

(N) Base and upper opencabinets w/ adjustable shelving

Lori's old desk

Shelly's old desk(N) Slab stone countertop

(5x) two drawer legal f iles below by "Hon" -black

Drawer stack below

+27"+29"

+30 1/2"

+29"

+27"

(N) upper cabinet above

(N) align C.L. new wall w/ C.L. window mullions

(E) CMU to remain exposed, typ.@ exterior wall of building

7

13'-0"

(N) Stereo location onUpper shelf @±60" A.F.F.

+36"

10'-7"4" 4" (E) f in.12'-10"

(N) return slab stone countertop to base

(N) 4x wood post to supporttube steel header, typ.

Align (N) wall w/(E) wall

27" 16

"Interior Elevations

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

East Interior Elevation

1 Second Floor Plan

South Interior Elevation

Teri's Off iceShelly's Off iceConferenceCoffee StationLori's Off ice Entry Conference

(E) Soff it to remain

(E) Skylight to remain

Demolish portion of wall shown dashedabove (E) 6'-8" door to allow for installation of (N) 8'-0" door

(N) Cabinet door

Demolish and remove (E) cabinetry, typ.

(N) TS 3.5 x 3.5 x1/4 steel header w/ black patina shown shaded

(N) 1/4" thk. tempered glass partition

(N) drywall glazing stop

(N) 6" h x16 ga. hot rolled steel plate base, typ.

2_

(N) 5/8" thk. G.W.B. w/ (N) skim coated andpainted f inish

10A-4

13A-4

(E) Soff it to remain

(N) 3'-0" x 8'-0" single light french doorof clear vertical grain Douglas Fir by "T.M.Cobb" - See sht. A-3 for f inish

6A-2

typ.

14A-4

14A-4

This major renovation of an existing single level commercial interior was to be used for aprivate sports and memorabilia museum. Interior spaces include conference and sports lobby with associated office, kitchen and private storage rooms. Sports memoribilia museum wing has been phase 3 of 4 to a larger commercial development on the overall site.

My role involved included schematic design through construction documents and drafting. I also acted in supporting role in permitting and city planning. 3D design visualization and creation was requested by the owner to view the interior museum lighting and layout requirements.

(E) CONCRETE TERRACEPERMIT AS BUILT PLANTERS AND FOUNTAIN

(E) FOUNTAIN

(E) FOUNTAIN

(E) PLANTER

PLANTER PLANTER

AS BUILT FOUNTAIN EQUIPMENT

(E) SITE DRAIN

(E) PLANTER(E) PLANTER

(E) PLANTER(E) PLANTER

(E) PLANTER

(E) PLANTER

(E) STAIRS

(E) STAIRS

30" X 48"MIN.CLR.

30" X 48"MIN.CLR.

SODA

CAN

DY

REF.MICRO.

ISLAND

(E) SUBPANELS

(E) SUBPANELS

(E) SUBPANELS

(E) SUBPANELS

(E) SUBPANELS

(E) TRNS-FORMER

(E) CEILINGACCESSLADDER

MECH.ROOM

8'-0"CEILING

OPENCEILING

INFILL (E)FLOORDRAIN

INFILL (E) MECH PIT

(E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE

(E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE

(E) OPEN OFFICE

(E) OPEN OFFICE

(E) OFFICE (E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OPEN OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) KITCHENETTE

(E) CONFERANCE

(E) RECEPTION (E) COPY RM

(E) OFFICE(E) OFFICE

(E) ENTRY (E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OPEN OFFICE

(E) E

QU

IP (E) MENS

(E) WOMENS

(E) E

QU

IP(E

) EQ

UIP

(E) LUNCH RM

(E) OFFICE

(E) ROOF DRAIN

(E) PHONEPANEL

(E) SUBPANEL

60" DIA.

60" DIA.

KITCHENETTE

RECEPTION

OFFICE 1 OFFICE 2

OFFICE 3

OFFICE 4

OFFICE 5

WET BAR

CONFERANCE

UNISEXTOILET RM

(E) OFFICE

DISPLAY ROOM

REMOVE (E) SKYLIGHT

(N) VAULT

(N) LOBBY

(N) CONFERANCE ROOM

(N) STORAGE

(N) STORAGE

LEAVE (E) DOOR, REMOVE DOOR HARDWARE LATCH, CAP, SEAL SHUT AND DRYWALL OVER

LEAVE (E) DOOR, REMOVE DOOR HARDWARE LATCH, CAP, SEAL SHUT AND DRYWALL OVER

INFILL (E) WINDOWS

INFILL (E) WINDOWS AND DOOR

Private sports bar and lounge rendering

Private lounge and museum entry rendering

Axonometric rendering of Sports museum wing

800 MIRAMONTE DRIVE SANTA BARBARA, CA.COMMERCIAL OFFICE & MUSEUM TENANT IMPROVEMENT PACIFIC ARCHITECTS 2003

This page shows an elevation anddetails of exterior alterations done to the sports memoribilia wing of the site.

View from sports bar to museum View from private lounge to bar

NORTH ELEVATION

REMOVE (E) DECK RAILING& REPLACE WITH NEWSEE DET. SHT. A6

REMOVE (E) WINDOW AND(E) DOOR THIS AREA/ PATCH & REPAIR TOMATCH (E) EXTERIOR FINISHSEE FLOOR PLAN

REMOVE (E) DOOR AND(E) WINDOW REPLACE W/(N) DOUBLE DOORSEE FLOOR PLAN

1/8" = 1'-0"

8" REINFORCED C.M.U. WALL

SEALANT (TYP.)

14 GA. METAL FRAME FILL WITH MORTAR. REINFORCEFOR FINISH HARDWARE

SEALANT (TYP.)

DOOR ASSEMBLY (SEE DOOR SCHED.)

DOOR JAMB DETAIL @ CMU WALL3"=1'-0"

MASONRY ' T 'ANCHOR 3 MIN.PER JAMB

#5 HORIZ @ 24" O.C.

(2) #5 JAMB VERTS

3" C

LR.

TEST CELLINTERIOR

8" REINFORCED C.M.U. WALL SEE STRUCT. DRWG'S. FOR REINF. REQUIREMENTS

SEALANT (TYP.)

LINTEL BLOCK FILLEDWITH GROUT

14 GA. METAL FRAME FILL WITH MORTAR. REINFORCEFOR FINISH HARDWARE

SEALANT (TYP.)

DOOR ASSEMBLY (SEE DOOR SCHED.)

DOOR HEAD DETAIL @ CMU WALL3"=1'-0"

#5 VERTS @ 24" O.C.

(2) #5 CONT.TOP AND BOTOM

3" C

LR

TEST CELLINTERIOR

8" REINFORCED C.M.U. WALL

SEALANT (TYP.)

14 GA. METAL FRAME FILL WITH MORTAR. REINFORCEFOR FINISH HARDWARE

SEALANT (TYP.)

WNDW. ASSEMBLY (SEE WNDW. SCHED.)

JAMB DETAIL @ CMU WALL3"=1'-0"

MASONRY ' T 'ANCHOR 3 MIN.PER JAMB

#5 HORIZ @ 24" O.C.

(2) #5 JAMB VERTS

3" C

LR.

TEST CELLINTERIOR

3" C

LR.

5/8" "TYP. X"GYP. BOARD

2X FRAMINGSEE STRUCT,DRWG'S.

8" REINFORCED C.M.U. WALL SEE STRUCT. DRWG'S. FOR REINF.

REQUIREMENTS

SEALANT (TYP.)

LINTEL BLOCK FILLEDWITH GROUT

14 GA. METAL FRAME FILL WITH MORTAR. REINFORCEFOR FINISH HARDWARE

SEALANT (TYP.)

WNDW. ASSEMBLY (SEE DOOR SCHED.)

WNDW. HEAD DETAIL @ CMU WALL3"=1'-0"

#5 VERTS @ 24" O.C.

(2) #5 CONT. TOP AND BOTOM

3" C

LR

TEST CELLINTERIOR

5/8" "TYP. X"GYP. BOARD

2X FRAMINGSEE STRUCT,DRWG'S.

4X HEADERSEE STRUCT,DRWG'S.

70 Galli Drive, Novato, CA 94949 USAT 415.883.8842 / F 415.883.1031

www.academystudios.com

The Marin History Rocks exhibition celebrates Marin’s music community in this museum in San Rafael. The exhibition includes state of the art interactive presenta-tions, rare film and video footage and in-depth oral histories. Displays feature the history of Marin’s bands, recording studios, clubs and sound inovations and will showcase unique artifacts and music ephemera.

My role as an independent contractor at Academy Studios included producing all construction documents, design-build details of the exhibitry, coordination of lighting and acoustics to subcontractors, working directly client base and Project managers. The reception desk as a gateway to the museum was designed with all reclaimed and sustainable materials and build locally in Marin county.

Downtown 4th Street, San Rafael.

MARIN HISTORY ROCKS MUSEUM - RECEPTION DESKSAN RAFAEL, CAACADEMY STUDIOS, INC 2010