architectural portfolio
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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
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