DUNWOODY ARCHITECTURE
YEAR 2
The Architecture Programs at Dunwoody College of Technology combine to form a five year professional Bachelor of Architecture degree focused on strengthening the profession’s capacity to realize its potential for positive global change.
DUNWOODY ARCHITECTURE The Architecture Programs at Dunwoody College of Technology combine to form a five year professional Bachelor of Architecture degree focused on strengthening the profession’s capacity to realize its potential for positive global change.
AAS ASSOCIATE IN APPLIED SCIENCE The first two years offer an associate of applied science degree with a focus on employability through the establishment of professionalism and technical competency.
Y1 PROFESSIONALISM The first year focuses on establishing professionalism through an introduction to design + building technologies, practice in critical representation, and achievement in professional behavior.
Y2 TECHNICAL COMPETENCY The second year focuses on technical competency thgouh an introduction to project management, practice in architectural collaboration, and achievement in construction documentation.
BARCH BACHELOR OF ARCHITECTURE The final three years offer a professional bachelor of architecture degree with a focus on leadership in the art, discipline, and practice of architecture through achievement in design fundamentals, architectural research, and comprehensive design.
Y3 DESIGN Year three provides and introduction to design thinking, architectural design, and practice in varying site and historical contexts, and achievement in architectural design.
Y4 RESEARCH Year four focuses on architectural research through multidisciplinary design processes while working in more comprehensive contexts including global, cultural, theoretical, political and economic.
Y5 COMPREHENSION The final year is intended to synthesize previous knowledge through the development of comprehensive architectural works. Concurrently, legal, ethical, and business aspect of professional practice are introduced.
Y2 APPLE VALLEY FIRE STATION The result of a multi-year collaboration with the Apple Valley Fire Department, students engage in the documentation and design of an expansion to Apple Valley Fire Station #2. The primary use of the existing building, except for the offices, is storage. By adding an additional space made for assembly, the intent is to expand the amount of functions the building can appropriately serve.
T.O. Mezzan C
The goal of the addition is to extend the office and storage space currently in the building, while also adding a public space that is appropriately separate from the functional areas of the Fire Station. This requires extensive remodeling to the existing structure which poses multiple design questions with regards to assemblies, building envelope, accessibility, and fire separation.
110' - 3"
Students are charged with solving these issues within a proposed design with an emphasis on rigourous building systems detailing and technical documentation. CLIENT Apple Valley Fire Department STUDENTS Sirena Dubiel Nathan Nelson Erik Hall Kyle Huberty Ben Fjerstad Karla Schmitt Eli Abnet Adam Booth Devyn Smoter Nick Schurhammer Nick Ramsingh Kolang Vang Chris Eklund Robert Liebelt Celina Nelson FACULTY Paul Strother
Slab On Asb Level- 1 100' 4 As-B 1/2" 100' - 0"
T.O. Footing 96' - 8"
1
Detail-Exterior Masonry W 3/8" = 1'-0"
Mark
Wall Cap Completely Flashed Parapet 4 A502
Gravel Roof Water Barrier Angled Roof Insulation Steel Sheathing
Water Barrier Membrane Steel Roof Joist
Steel Flour Joists With Spray Foam Insulation
Bond Beam Window Flashing
4
nine CNH 2 A502
Detail-Exterior Masonry Wall - Parapet 3/4" = 1'-0"
Maxxon Concrete Floor with In-Floor Radiant Heat Sheathing T.O. Mezzanine CNH 110' - 3"
Wall
Water Drainage membrane
Curtain Wall Sgl Gl Curtain Wall-Store Curtain Wall-Store Curtain Wall Sgl Gl Curtain Wall Sgl Gl Curtain Wall Sgl Gl Curtain Wall Sgl Gl Curtain Wall Sgl Gl Curtain Wall-Store Curtain Wall Sgl Gl Curtain Wall Sgl Gl
CInt7 CInt8 CInt9 CInt10 CInt11 CInt12 Ext1 Ext2 Int1 Int2 Int3 Int4 Int5 Int6 Int7 Int8 Int9 Int10 Int11 Int12 Int13
Curtain Wall Sgl Gl Curtain Wall Sgl Gl Curtain Wall-Store Curtain Wall-Store Curtain Wall Sgl Gl Curtain Wall-Store Double-Glass 1: 72 Single-Flush: 40" x Double-Glass 1: 68 Single-Flush: 34" x Single-Flush: 34" x Single-Flush: 34" x Single-Flush: 30" x Single-Flush: 40" x Single-Flush: 34" x Double-Glass 1: 68 Single-Flush: 34" x Single-Flush: 34" x Single-Flush: 34" x Single-Flush: 40" x Single-Flush: 40" x
2 Layers of Felt Vapor Barrier Insulated CMU Bond Beam Lintel
Steel Flour Joists With Spray Foam Insulation
Drip Edge and Flashing
built Built
g
Veneer Stone Cladding Mortor Setting Coat and Mesh
C CExt1 CExt2 CExt3 CExt4 CExt5 CInt1 CInt2 CInt3 CInt5 CInt6
3 A502
2
Detail-Exterior Masonry Wall - Floor 3/4" = 1'-0"
Drip Edge and Flashing Veneer Stone Cladding Mortor Setting Coat and Mesh Water Drainage membrane 2 Layers of Felt Vapor Barrier Insulated CMU Drip Edge and Flashing
1
12" CMU 2" Rigid Insulaton Drain Tile Footing
1 1 1 1 1 1 1 1
A .040 ALUMINUM FLASHING (N.B.F.S.M.P.)
ROOF MEMBRANE
4 1/2" R21 INSULATION
Sim
LOFT LEVEL 127' - 0"
RIGID INSULATION
1 1/2" METAL DECKING
WEATHER BARRIER (N.B.F.S.M.P.)
STEEL PANEL CLADDING WEATHER BARRIER (N.B.F.S.M.P.)
WEATHER BARRIER
I-BEAM
CANTILEVERED TOP CHORD
EXPANSION JOINT
JOIST SLOPED ROOF LEVEL 126' - 0"
TAPERED BAR JOISTS
MEMBRANE
FASTENERS (N.B.F.S.M.P.) 2 A8
TY
FIL
SE
EA
LIGHT GAUGE FRAMING
AG
MO
1" RIGID INSULATION Sim
AE
GYPSUM SHEATHING
TA
SPLINE SPLICE
TYPICAL SLOPED ROOF/WALL CONNECTION 1 1/2" = 1'-0"
DR
6" CONCRETE FLOOR
RO
SIDEWALK
STRUCTURAL ADHESIVE
6" SAND
BACKER ROD & SEALANT (N.B.F.S.M.P.)
STRUCTURAL ADHESIVE
2" RIGID INSULATION
4 A8
5/8" GYP
LEVEL 2 116' - 0"
Sim
METAL STUD
BATT INSULATION
1/8" ALUMINUM PLATE
METAL FLASHING
TYP. WALL CORNER DETAIL 3 1/4" = 1'-0"
TYP. WALL INSIDE CORNER DETAIL 5 1/4" = 1'-0"
ROOF OVERHANG SECTION 1 1/2" = 1'-0"
Z-CHANNEL
12" CMU
24" X 12" FOOTING
2"
RIGID INSULATION
4" RIGID INSULATION
STRUCTURAL COLUMN METAL TUBE
PANEL SYSTEM
CURTAIN WALL
FLASHING 3
TYPICAL CURTAIN WALL HEAD 1 1/2" = 1'-0"
5
3/16" WEEP & FOAM BAFFLE2 - #5 REBAR @ 16" O.C. (FILED INSTALLED)
TYPICAL FLOOR/FOUNDATION CONNECTION 1 1/2" = 1'-0"
UNA-SEAL FOAM CLOSURE (PAT PENDING)
1/2"
CREATED BY: Devyn Smoter Adam Booth STRUCTURAL ADHESIVE
5 A8
1/8" ALUMINUM PLATE
SPANDREL PANEL
2 1/2" RIGID INSULATION
Sim
STEEL BEAM
4
T.F.E. 96' - 0" CURTAIN WALL
1
CURTAIN WALL SECTION 1/2" = 1'-0"
4
20 DECEMBER 2016
2" S
PE
3/8 STEEL ANGLE 32" O.C. ANCHOR TO CMU
3" WIDE CLIP
ADDRESS140th Street & Galaxie TYP. WALL PANEL DETAIL 1/4" = 1'-0" CONTACT INFO:
FASTENERS (N.B.F.S.M.P.) WEATHER BARRIER (N.B.F.S.M.P.)
4" RIGID INSULATION PANEL SYSTEM
2
TYP. BELT SECTION 1/2" = 1'-0"
APPLE VALLEY FIRE HOUSE | WALL SECTION
FIRE MARSHALBrian Kilmartin
TYPICAL FLOOR/WALL CONNECTION 1 1/2" = 1'-0"
ARCH 2102 | STUDIO 3
12X
GREEN ROOF C 1 1/2" = 1'-0"
SPLINE SPLICE
PROJECT INFO: 5" CONCRETE DECKING
8" H
ISOLATOR SHIM (N.B.F.S.M.P.)
CURTAIN WALL
LEVEL 1 100' - 0"
PR TH
CEILING 12" CMU 4" RIGID INSULATION METAL PANEL SYSTEM
1/8" ALUMINUM PLATE
2
3 A8
A114 ROOF-DECK CO 6 1/2" = 1'-0"
A8
3 A501 2 A501
ROOF 126' - 0" TOWER 135' - 0"
TYPICAL ROOF 1/2" = 1'-0"
18
TYPICAL FIRE 1/4" = 1'-0"
ROOF FB 118' - 0"
LEVEL 2 114' - 0"
11
LEVEL 2 114' - 0"
1 A501
LEVEL 1 100' - 0"
LEVEL 1 100' - 0"
WALL SECTION THROUGH BRICK
LEVEL 1 100' - 0"
1
2
WALL SECTION THROUGH CLADDING
3
WALL SECTION THROUG
COPING COVER
YPICAL EXTERIOR WALL
EEDUM
6" CONCEALED SPLICE PLATE
SHOU SOUGI BAN SIDING MITERED CORNER
ANCHOR PLATE @5'0" O.C.
1X3 BATTEN SPACED 2' O.C. TYVEC WEATHER BARRIER
(4) FASTENERS PER ANCHOR PLATE
ARTH/ GROWING MEDIUM
5/8" OSB EXTERIOR SHEATHING
PT 2X6 TOP PLATE
LTER FABRIC SHEET
GGREATE DRAINAGE LAYER
3/4" CEDAR RAKE BOARD & 3/4" SPACER STRIP
OISTURE RETENTION LAYER
SHOU SOUGI BAN SIDING
ERATION LAYER
1X3 RAIN SCREEN
APERED THERMAL INSULATION
BUILDING WRAP WEATHER BARRIER
TYVEC WEATHER BARRIER LAPPED OVER FLASHING AND TAPED
RAINAGE LAYER
3/4" PLYWOOD SHEATHING
FLASHING
PT 2X6 FRAMING
HSS 6X6 TUBE
5/8" GYP. BOARD VAPOR BARRIER
2" SPLITLESS SIDING NAIL FACE NAILED, COUNTERSUNK, AND PUTTIED WITH ROOFING TAR
CLIPPING
SPRAY FOAM INSULATION
BACKER ROD AND SEALANT
2X6 EXTERIOR C STUD METAL FRAMING SPACED 2' O.C.
X26 W BEAM w/ 2" SPRAY FOAM
PT DOUBLE 2X6 SILL PLATE
WDW EXT. CURTAIN WALL
SPRAY INSULATION
TOP TRACK
TYPICAL ROOF SYSTEM
OOT BARRIER
ROTECTIVE LAYER HERMOPLASTIC WATERPROOF MEMBRANE
HOLLOW CORE CONC. PLANKS
1x4 PAINTED POPLAR BASE BOARD
TYPICAL EXT. WALL
OTTER CREEK RILEY 3/4" FINISH FLOOR
HSS 8X8 COLUMN
1 1/2" MIN. APPROVED MAXXON UNDERLAYMENT ACOUSTI-MAT 3HP 3/4"
DUNWO
METAL DECKING FLOOR TRUSS ALUMINUM COVE 24x48 ECOPHON ACT DROP CEILING
0' - 6"
ARCHITECTURAL: CNH ARCHITECTS 7300 W. 147TH STR APPLE VALLEY, MN 952-431-4433 FA
TYPICAL EXT. WALL
ERPENDICULAR 12X26 W BEAM
CONDITION
2X6 PARAPET WALL CONDITION 2 1/2" = 1'-0"
EXTERIOR-GLAZING WALL CONNECTION 3 1/2" = 1'-0"
EXTERIOR CORNER DETAIL 4 1/2" = 1'-0"
TYPICAL FLOOR CONDITION 5 1/2" = 1'-0"
STRUCTURAL: VAN SICKLE-ALLEN 2955 XENIUM LANE PLYMOUTH, MN 55 763-559-9100 FA
TYPICAL EXT. WALL HSS 8X8 COLUMN FLOATING 5/4" NATURALLY FINISHED CEDAR DECK ATTACHED WITH 1-3/4" DECK SCREWS/ STAGGER SEAMS
TYPICAL EXT. WALL
1X4 PT DECK BATTENS FREE FLOATING
HEADER FRAMING 2X4 TRIM
6" RIGID INSULATION
MARVIN ULTIMATE CSMT WINDOW ALUMINUM CLADDED SILL
12X26 W BEAM
2X4 TRIM
2" SPRAY INSULATION
TYPICAL EXT. WALL
TYPICAL EXT. WALL
HSS 6X6 TUBE
JAMB FRAMING
CLIPPING
2X4 TRIM
BACKER ROD AND SEALANT
EPDM MEMBRANE
5/8" PLYWOOD ROOF DECKING
FLASHING
WDW EXT. CURTAIN WALL
MARVIN ULTIMATE CSMT WINDOW ALUMINUM CLADDED
FLASHING
JAMB FRAMING
RIGID INSULATION
VAPOR BARRIER
2X4 TRIM
GRADE
MECHANICAL/ELECTRICAL ERICKSON ELLISO 2635 UNIVERSITY A ST. PAUL, MN 5511 612-866-8424 FA
5/8" GYP. BOARD 2"X2" CEDAR CORNER TRIM SHOU SOUGI BAN SIDING BUTT JOINT INTO 2X2
TYPICAL EXT. WALL
SPRAY FOAM INSULATION 2X6 EXTERIOR C STUD METAL FRAMING SPACED 2' O.C.
TYVEC WEATHER BARRIER 5/8" OSB EXTERIOR SHEATHING
PERPENDICULAR 12X26 W BEAM
1X3 BATTEN SPACED 2' O.C.
3
ONDITION
7
TYPICAL HEAD/SILL DETAIL 1/2" = 1'-0"
8 3.2
CURTAIN WALL @ GRADE DETAIL 1/2" = 1'-0" 3 2.9
3
PLAN VIEW TYP. JAMB 1/2" = 1'-0"
9
10
INTERIOR CORNER DETAIL 1/2" = 1'-0"
CIVIL ENGINEER: BONESTROO ROSE & ASSOCIATES C/O KEITH GORDON METAL SILL COVER 7100 WEST 147TH S Mark APPLE VALLEY, MN WOOD MOLDING 952-953-2590
2 PANE INSULATED GLASS
T.O Parapet 158' - 11"
2 D403
ALUMINUM MULLION 2
2
T.O Parapet 158' - 11"
CAPPING EPDM MEMBRANE
SHOU SOUGI BAN SIDING
6" TAPERED RIGID INSULATION
1/2" PLYWOOD
Roof Level 154' - 4"
1X3 VERTICAL CEDAR BATTEN
5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PANEL
3 BUILDING WRAP WEATHER BARRIERD403
3/4" PLYWOOD DECKING
6" 20 GUAGE STEEL STUD 16" OC 5 1/2" MINERAL WOOL BATT
ALUMINUM COVE
2X6 EXTERIOR C STUD METAL FRAMING SPRAYED INSULATION VAPOR BARRIER
TRUSS
5/8" GYP. BOARD
24x48 ECOPHON ACT DROP CEILING
F CONDITION
12
5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PANEL
1/2" DUROCK BRAND CEMENT BOARD
INSULATION Gravel 10" Roof Water Barrier Angled Roof Insulation ROOF MEMBRANE Steel Sheathing
4 A502
13
1-HR RATED 2X6 INT. WALL 1/2" = 1'-0"
4 D403
14 Level 5 143' - 8"
1-HR RATED 2X4 INT. WALL 1/2" = 1'-0"
15
5/8" PLYWOOD
UNRATED 2X4 INT. WALL 1/2" = 1'-0"
1
2
T.O. Mezzanine CNH 110' - 3"
DETAIL 1 1 1/2" = 1'-0"
10
Steel Roof Joist
CInt7
16
UNRATED 2X6 INT. WALL 1/2" = 1'-0"
10" FIBERGLASS BATT Bond Beam INSULATION
4
2 A502
DETAIL 3 Detail-Exterior Masonry Wall - Parapet 4 1 1/2" = 1'-0" 3/4" = 1'-0"
3
Sheathing
Veneer Stone Cladding Mortor Setting Coat and 2 PANE INSULATEDMesh GLASS Water Drainage membrane
ALUMINUM MULLION
5/8" PLYWOOD Level 3 122' - 4"
FLOOR ANCHOR ADJLF 163 GA. WELDED ADJUSTABLE A502 FLOOR ANCHOR
DOUBLE EGRESS
2X10 TREATED LUMBER
TYPICAL FIRE LOCKER PLAN VIEW 18 1/4" = 1'-0"
17
2
METAL FRAMING CONNECTIONS
T.O. Footing 96' - 8" Level 2 111' - 8"
2
2
Roof Level 154' - 4"
Steel Flour Joists With Spray Foam Insulation
1/2" GYP BOARD
Slab On Asbuilt SINGLE RABBET Level- 1 100' 4 As-Built 1/2"DOUBLE OR 100' - 0"RABBET
18 A109
DETAI
2 Layers of Felt Vapor Barrier
1/4" CHROME PANEL
5 D403
2X10 TREATED LUMBER
2
2
6
2
6
2
6" FIBERGLASS BATT Drip Edge and Flashing STANDARD INSULATION 10
10
2
10
Checked by
5/8" PLYWOOD
10
2
2
10
10
2
10
STEEL RE
A10
Detail-Exterior Masonry Wall - Floor 6" 2 FIBERGLASS BATT 3/4" = 1'-0" INSULATION
6" FIBERGLASS BATT INSULATION
10" FIBERGLASS BATT INSULATION
Scale 2
"S" CLIP
Drip Edge and Flashing Veneer Stone Cladding Mortor Setting Coat and Mesh
10
1/2" GYP BOARD
2
2
2 PAIN INSULATED GLASS
METAL HEAD COVER
3 6 D403
DETAIL 2 1 1/2" = 1'-0"
Level 1 100' - 0"
10
10
2
10
12" CMU 2" Rigid Insulaton Drain Tile Footing
3
Detail-Exterior Masonry Wall - Footing
6
6
W
DETAIL 4 1 1/2" = 1'-0"
Section 2 1/4" = 1'-0"
6
2
2HR FIRE RATED GLASS
Lower Level 89' - 4" Footing 88' - 4"
6
10
Drip Edge and Flashing
1
2
Water Drainage membrane 1/4" CHROME PANEL 2 Layers of Felt Vapor Barrier
5
2
ALUMINUM MULLION Insulated CMU
Level 3 122' - 4"
Drawn by
DOUBLE RABBET ONE PIECE ANCHOR
2
Detail-Exterior Masonry Wall 3/8" = 1'-0"
3/8" WOO
Project number
16"X24" WOOD TRUSS
ALUMINUM MULLION
1
6
10
Insulated CMU Bond Beam Lintel
Date METAL STUD "Z" ANCHOR MSZ1
2
1/2" GYP BOARD CInt12 Curtain Wall-S Ext1 Double-Glass 1 Ext2 Single-Flush: 4 ___________________ Int1 Double-Glass 1 Int2 Single-Flush: 3 Int3 Single-Flush: 3 DATE:___________ Int4 Single-Flush: 3 Int5 Single-Flush: 3 Int6 Single-Flush: 4 Int7 Single-Flush: 3 Int8 Double-Glass 1 Int9 Single-Flush: 3 METAL S Int10 Single-Flush: 3 Int11 Single-Flush: 3 Int12 Single-Flush: 4 Int13 Single-Flush: 4 WOO
APPLE VA
Maxxon Concrete Floor with In-Floor Radiant Heat
T.O. Mezzanine CNH 110' - 3" ROOF MEMBRANE 1
Curtain Wall S
I HEREBY CERTIFY CInt8 Curtain WallTH S "S" CLIP CInt9 CurtainOR Wall-S SPECIFICATION R CInt10 Curtain Wall-S PREPARED BY: CInt11 Curtain Wall S CHRIS HERD AND MA
1/4"CHROME PANEL
GH EFIS
10
3
10
2
Window Flashing
10" FIBERGLASS BATT INSULATION
LOCKER ELEVATION
10
Water Barrier Membrane
Steel Flour Joists With Spray Foam Insulation
Level 4 133' - 0"
10
2
5/8" SHEETROCK BRAND
3 1/2" 20 GUAGE STEEL STUD 16" OC INSULATION
3" MINERAL WOOL BATT
5/8" DUROCK BRAND CEMENT BOARD
3/8 FLOORING C " CONCERT Curtain Wall S CExt1 Curtain Wall-S CExt2 Level 5Curtain Wall-S 143' - 8" CExt3 Curtain Wall S CExt4 Curtain Wall S 6" FIBERGLASS BATT CExt5 INSULATION Curtain Wall S CInt1 Curtain Wall S CInt2 Curtain Wall S 16"X24" WOOD TRUSS CInt3 Curtain Wall-S CInt5 Curtain Wall S CInt6 Curtain Wall S
10
2
2
6" FIBERGLASS BATT FIRECODE CORE GYPSUM PANEL 6" 20 GUAGE STEEL STUD 16" OC Wall Cap 5/8" SHEETROCK BRAND Completely Flashed Parapet FIRECODE CORE GYPSUM PANEL
3-1/2" 20 GUAGE STEEL STUD 16" OC
1
TYPICAL EXTERIOR WALL 1/2" = 1'-0"
5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PANEL
10
2
2X10 TREATED LUMBER
2X10 TREATED LUMBER
5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PANEL
1/4"CHROME PANEL
PLYWOOD SHEATHING
METAL DECK
LANDSCAPE ARCHITECT: INGRAHAM AND AS 1510 COMO AVE. S MINNEAPOLIS, MN 612-377-2500 FA
2 A501
1 A501
2" Sedum Engineered Soil Moisture Portal Modular Container 40mm EPDM Slip Sheet Waterproofing Membrane Bonding Adhesive Insulation Metal Decking Metal Attachment Sheet
Detail- Curtain Wall at Roof 1" = 1'-0"
2
2 1/2" IGU Panel Protector
T.O. Mezzanine CNH 110' - 3"
Sealant Compression Screw Backer Material Compression Strip
1
Detail- Curtain Wall and Structure 1 1/2" = 1'-0"
Level 1 As-Built 100' - 0"
5
Detail- Curtainwall Bottom 1" = 1'-0" T.O. Footing 96' - 8"
Y2 MAKER MODULES Using the ISO shipping container for the module size (8 FT, 9.5 FT, 20 FT) affords the ability to transfer by freight ship worldwide. This cause some concerns. The module proposed has a decking depth of approximately 8 inches due to the structure, as well as ceiling structure made of 3 inch steel square tubing. This reduces clear ceiling height to approximately 8 feet 6 inches. This is not an unreasonable height, but to create a feeling of a larger and grander space it was imperative to how to create more height. To solve this problem, a parametric module is proposed, which expands vertically as well as horizontally to reach a desired clear ceiling height as well as reduce the total number of modules required to complete the building. The next question was “how are they going to expand or open?� Two options were explored. The first was having hydraulic rams on several vertical positional and several in horizontal positions would allow the module to be expanded on job site by simply attaching the hydraulic lines of a piece of heavy equipment (i.e. skid steer, loader, backhoe etc.). A second, more cost effective method considered was the use of a threaded rod to screw the module to the desired expansion. This eliminates the need for a mechanical system to open the module. The use of heavy equipment on the job site may be able to pull the module to the desired expansion height and width. Another noteworthy issue that arises when using modular construction is egress and accessibilitty, particularly in the location and design of stairwells and elevator shafts. When placing a stair it is important to consider where you modular structure is located. Throughout the design there was several instances where stairs neffectievly intersected with the modules. The solution proposed was to make the stairs separate pieces, instead of incorporating them into a module.
STUDENT Eli Abnet FACULTY Stephen Knowles
A
1
B
C
S101
19' - 6"
20' - 0"
D 19' - 6"
1
ENTRY
19' - 6"
0' - 0"
STORE
ELEVATOR LOBBY WAITING AREA
2
20' - 0"
UP
3
19' - 6"
GALLERY
MECH/STORAGE
UP
4
N
LEVEL 1
A
1
B
C
S101
19' - 6"
-
D
---
20' - 0"
19' - 6"
19' - 6"
1
READING LOUNGE
2
UP
20' - 0"
DN
WORKSHOP CLASSROOM 3
MENS
WOMENS
19' - 6"
CORRIDOR
DN
UP
4
N
LEVEL 2
A
B
1 S101
C
-
D
--19' - 6"
20' - 0"
19' - 6"
19' - 6"
1
ARTIST’S STUDIO
CORRIDOR
20' - 0"
2
REF.
3
19' - 6"
ARTIST’S RESIDENCE
DN
4
LEVEL 4
N
FOUNDATION
Cast in place concrete foundation and elevator pit 45 foot module place vertically for elvator shaft with cross bracing
LEVEL 3
LEVEL 1
Precast concrete with ste
Minimal bracing in modules Cross Bracing on models which have curtain wall
STRUCTURAL DIAGRAM
eel cross bracing at corners
LEVEL 2
Minimal bracing in modules Cross Bracing on models which have curtain wall
LEVEL 4 Minimal bracing in modules Cross Bracing on models which have curtain wall
Y2 SKYWAY OPEN This structural metaphor claims Hennepin Avenue as the original neighborhood , the Minneapolis section of a Native American known as the Spirit Lake Trail.. Its path follows the Minneapolis section of the Spirit Lake Trail, a Native American path now known as Hennepin Avenue. The top layers represent the least perceivable elements of the city; its topographic and geological diversity. The lower layers represent the more perceivable streets and neighborhood delineations. In structure, it represents Hennepin as the spine of the city, supported by its neighborhoods and supporting a diverse web of transportation, utility and connectivity.
CLIENT The Downtown Improvement District AIA Minnesota STUDENTS Patrick Anderson Nick Conniff John Dwyer Randy Iverson Adam Krause John Nelson John Tilbury Kyle Vogt FACULTY John Dwyer DONORS Tim Flugum Sheehey Construction Minneapolis-St. Paul CSI AIAS - Dunwoody Chapter Industrial Coatings Solutions Curecrete Ashford Formula Advanced Floor Products Empirehouse, Inc.
Y2 HOUSING OUR HEROES
STUDENT Kyle Huberty Aaron McCauley Taylor Parker Green Brenda Pliego Ryan Kelly Marcos Villalobos FACULTY Jon Dwyer Molly Reichert