wes ballantyne masters of architecture portfolio

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Wes Ballantyne 2012 M. arch. Graduate

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Compilation of my architecture work and more from the School of Architecture at MSU Bozeman.

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Wes Ballantyne2012 M. arch. Graduate

NAME: Wesley Aatami BallantyneADDRESS: 1280 Albion St. # 37 Denver, CO 80220PHONE: 406.459.2074EMAIL: [email protected]

C O N T E N T S

BIM_BUILDING CONSTRUCTION

INTERNSHIP WORKTRAVEL DRAWINGS

(SIP)6” rigid foam insulation

EPDM roo�ng

vapor barrier

7/16” OSB

7/16” OSB

{

polyole�n closed cell bedding tape (continuous) extruded aluminum sill

spacer

capillary slab with light di�using tissue

outer glass pane

inner glass pane

extruded aluminum sill

polyole�n closed cell bedding tape (continuous)

{Kapilux windowc

pressure treated SIP end cap

common nails at 6” O.C.

stainless steel �ashing

gypsum board

pressure treated curb mount

pressure treated curb mount

tamper proof screw at 18” O.C.

weep slot

extruded aluminum perimeter frame

gypsum board

curb spacer

continuous sealant

polyole�n closed cell bedding tape (continuous)

extruded aluminum sill leg

Wall Section Detailscale 1.25” = 1’-0”A5.2

F

type 1

polyole�n closed cell bedding tape (continuous)extruded aluminum sill

heel bead (air seal)

spacer

weatherstripping

capillary slab with light di�using tissue

outer glass pane

inner glass pane

capillary slab with light di�using tissueouter glass pane

inner glass pane

extruded aluminum sill

polyole�n closed cell bedding tape (continuous)

{Kapilux windowc

{

Kapilux skylightc

Wall Section Detailscale 1.25” = 1’-0”A5.2

E

type 1

A5.2

E

A5.2

F

(SIP)6” rigid foam insulation

EPDM roo�ngvapor barrier

7/16” OSB {

Kapilux window

Kapilux skylight

7/16” OSB

A5.2

D

3’-4

”1’

-0”

4’-0

0’-8

0’-6

2’-0”

SIP

vertically orientated corrugated stainless steel sheathing

0’-6

c

c

vapor barrier

earth in�ll

48” foundation

foundation

6”concrete slab on grade

Wall Sectionscale 0’-0.75” = 1’-0”A5.2

1type 1

top of window/skylight115’-0”

�nished �oor elevation100’-0”

bottom of footing96’-0”

top of wall113’-6”

bottom of window105’-0”

Wall Section Detailscale 1.25” = 1’-0”A5.2

D

type 1

Kapilux windowc {polyole�n closed cell bedding tape (continuous)

capillary slab with light di�using tissue

outer glass pane

inner glass pane

extruded aluminum sill

weatherstripping

stainless drip �ashing

sealant �llet joint

thermal break

drainage path

stainless cap

corrugated stainless steel sheathing

2”x4” pressure treated rail

common nails at 6” O.C.

2” air spaceweep holes (SIP)

{

backer rod

spacer

pressure treated SIP end cap

pressure treated subsill

6” rigid foam insulation

vapor barrier

7/16” OSB

7/16” OSB

extruded aluminum sill

gypsum board

dry cap gasket seal

heel bead (air seal)

air seal

heel bead (air seal)

window stool plate

polyethylene lap

continuous sealant

thermal break

wall section

A5.2

H2AHumanTwoArchitecture

2.4.2010

Rachel AndersonWes Ballantyne

May 4, 2010

01

09

07

19

15

UNDERGRADUATE WORK

Technical Drawings

Academic Work

GRADUATE WORK

Academic WorkGraduate Studio 2011-2012UnderGrad 2008 - 2011

Key words: Permeable, private, public, flexibil ity, collaboration, fi lter

The site for the art center is located one block north of the bustle of Main Street on Mendenhall

Street between Tracy and Black streets. The site transitions from busy downtown Bozeman to

a quiet residential area. I have decided to develop the south side of the site acknowledging this

side as the more travelled and leave the north side of the site for future housing development.

The architecture encourages levels of interaction, both public and private, through semi-perme-

able and non-permeable spaces. These are spaces where people come together or disperse.

Much like a fi lter, the perimeter of the site is designated for permeable, public programs respond-

ing to pedestrian and vehicular traffic around the site. The semi-permeable program on the pe-

rimeter will also aid in identifying and showcasing what goes on inside and the character of the

building. Semi-permeable spaces include the entrance and lobby space, gallery and library.

As the program shifts to the North side of the site and to the second level, the spaces become less

permeable and more private. Spaces designated for privacy include the theatre, on the West side

of the building, workshops on the north wall, and dance studios holding the East wall. The theatre

acts as a solid sculptural piece to the project. The theatre feels very thick and gives a sense of

privacy because of the concrete material that wraps the building. The workshops are loud and de-

mand proximity to delivery drop-offs via the alley; these spaces are thick walled with raw ma-

terials. Artist studios and administration spaces are placed on the second story where they share

views over the street. The second floor is open to the public with varying degrees of privacy. The

art studios will have flexible walls and are thought of as a whole space implying the importance of

sharing ideas and space. At night, the studios will be lit up and passersby will be able to under-

stand which studios are being used and observe the vague movements of dancers in the dance

studios. The theatre is placed on the opposite corner of the site as another performance program.

The theatre will be open to the public when the arts center is closed for concerts and other events.

Arts Center Bozeman, MT5 E mendenhall ST

01

SECTION 1 | East - West

Interior Entry and Lobby

Beam Structure

Mechanical System

Column Structure

S T U D I O 558Arts Center Bozeman, MT

02

THEATRE WALL SECTION LOBBY AND ART STUDIO WALL SECTION

FIRST FLOOR PLAN |

SECOND FLOOR PLAN ||SECTION 2 || North - South

DESIGN DEVELOPMENT || plans and sections

Studio_551

Skin Language Based On Golf Ball Trajectory and Par Designations:

Par 3_ 100 - 250 Yards (750 FT. Max)

Par 4_ 250-400 Yards (1200 FT. Max)

Par 5_ 450 - 600 Yards (1800 FT. Max.)

3

4

5

Site Plan Diagram Key

Bike Path

Tee-off Point

Course Par

Course Hole Number3

15

O p t i m i z i n g D e n s i t y This project developed after a realization that clean and obtainable water is a valuable commodity in the slums of Nairobi where many people don’t have the means to acquire clean water. One of the major water suckers in Nairobi is the golf course. Each of Nairobi’s five golf courses consume about 200,000 gallons of water a year. Not only do golf courses use a lot of water but they also take up a large portion of valuable land otherwise used for building development. The golf course is a hard program in that the land that is taken up by a golf course is only used for one ac-tivity and only serves a certain small percentage of the population in Nairobi. The Railway Golf Club was chosen as a site because of its location near the Central Business District and the industrial sector of Nairobi. To fully realize the Railway Golf Club land potentail, each golf hole was extruded from the golf club site and lined up around the central rail yard. Each golf green is the roof of low-income housing below. Up to five floors of housing will support each course. On the main level of each course will be community markets, restaurants, bars, clubs, and retail for the city. The individual living unit is designed to be flexible in that each shared wall will have a temporary wall section for future flexibility and utilization of the apartment buildings. The golf course is a central green space for the city of Nairobi including a bike path route which is intertwined within the city to promote a new green activity and travel decongestion. The golf club apart-ment building complex provides mass housing for low-income workers and students as well as a new golf club for the city of Nairobi.

Site S e c t i o n _03

Studio_551O p t i m i z i n g D e n s i t y

R o o f Plan_

T y p . Floor Plan_

Main Level Market and Retail

Residential levels 1-5

Golf Course Roof

4 0 0 SQ. Foot Apartment Layouts

3 0 0 SQ. Foot Apartment Layouts

E x p l o d e d Structural Diagram_

Apartment Shade S k i n _

Apartment Shade System

Golf Ball Screen

Skin Structure

Secondary Concrete Column Structure

Vertical Stair Cores

Main Concrete Pylon Structure

Tertiary Skin Structure

Elevator Cores

Site S e c t i o n _

N a i r o b i , Kenya

04

Elbow HousePark Springs Ranch, New Mexico2011The Elbow House is located along a small creek which runs through the valley of Park

Springs Ranch. The ranch is located in the New Mexican desert which experiences

climate ranges from 20 degrees F in the winter to over a hundred degrees F in the

summer. To cope with the harsh climate, the house was sunk into the ground and

the ceiling heights were shortened for a feeling of closeness with the earth. At the

doorways, the ceilings are 7 feet tall, and at the opposite ends of each space the

ceilings rise to 9 feet in height. Each space opens up the occupants view to the sur-

rounding desert landscape. The residence is divided into two parts, private, which is

the building to the north, and public, which is the building to the south. The home was

divided into two spaces to achieve maximum efficiency for views along the creek and

views up and down the desert valley. The floor plan design was not only oriented in a

way to allow for different views of the creek and valley but formed to the creek hillside

topography. Linking the two spaces together is a large single SIP panel roof which

allows for an outdoor central shaded gathering space between the two programs. The

window placement may seem random from outside but, once you enter each space,

it becomes clear that the window sizes grow larger on the walls facing the creek.

The language of the windows is derived from the local Native American architecture.

Arch 522 Pre-Fab in the Desert

05

06

Floor Plan

Section 1 SIP panel wall and roof construction

Section 2 Rammed earthwall and roof connection

//Rome Summer 2010

Hand Drawn Project by Tim Lee and Wes Ballantyne07

A Center for the Gismondi Model of RomeThe studio project was to design a pavilion to hold the Gismondi Model of Rome. The model is a 1:250 scale of Rome during the reign of Constantine. The purpose of the project is to give the Gismondi Model a permanent setting inside the ancient city for easier access to viewers. Our concept was derived from a ma-trix of views taken from the site linking to important historical structures surrounding the site. We decided on important axis to define the shape of the building and landscape. The main axis is the North-South wall which extends through the pavilion to the landscape. These axis define the openings to view the neighboring Colosseum and the Roman Forum. We lined up the Gismondi Model with true North so that a visitor may stand anywhere in the pavilion and look down at the model and then look up and see the context with which you stand in Rome.

//Rome Summer 2010A Center for the Gismondi Model of Rome

08

ORVIETORIOMAGGIOREPERUGIACORCIANOROME

09

SIENALUCCABARCELONACOMO

10

11

YR 4The design began with a program decision of a music hall and short stay apartments. The restricted site is located on Wallace and Cottonwood street in the industrial area of Bozeman, MT. In music there is a form of musical progression called counterpoint where one or several notes are played against each other. These notes sound differ-ent and move independantly from each other but when they are played together they produce a harmony. The composer Bach was famous for this type of progression. After dissecting a section of Bach’s score from Fugue no. 17, I developed several Parti’s. The Parti’s, view opportunities, and site restrictions led to the final footprint of the building. The concept of musical notes shows through in the skin and window placement in the two buildings. The wall of the performing hall is cladded of wood much like an orchestral instrument. The short stay apartments are offset in sec-tion to allow great views of the bridger mountains and surrounding bozeman area.

Bo

zem

an

, M

T

1 Roof Plan

12

East Main Entrance

Interior Short Stay

Interior Music Hall

Exterior Short Stay

E Peach StN

Wal

lace

Ave

E Cottonwood St

A P e r f o r m i n g C e n t e r

South Elevation

1713

Exterior Night Rendering

South Entrance View East View West View

Butte has a rich history which began with one of the largest copper mines in the world and because of its history; Butte has a very unique community. Butte’s community has had to adapt to each change throughout the past. The current city of Butte only exists because of the community’s ability to exchange goods and services within the different cultures that reside in Butte. This design focuses on the identity of Butte in the past and the current identity of Butte. The key word of this project is adaptation. Butte has adapted from its rich mining past to almost becoming a ghost town, and now to a current period of growth. Butte has shifted from its dependence on mining to small businesses and arts. People are moving into historical uptown Butte and Butte is growing once again. This project will generate exchange through differences in ma-teriality and space. The building shape and placement on the site is derived from a matrix of the surrounding proof of mining around Butte such as the headframes and the Berkely Pitt. This element which is evident in every building space signifies Butte’s growth and adaptation and shows the overall idea that Butte’s future embraces its past.

A Growing PlaceBUTTE, MT

18West View 14East Section South Market Place Section Community Center Section

Main Floor Plan 2nd Floor Plan of Community Center Roof Plan

Community Center

Market Place

OfficesParking

Metal and GlassStructure

A Growing PlaceBUTTE, MT

EXITMontana State UniversityBIM Model

2

2

2

2

3 3

3 3

3

3

3

2A3.1

1A 3.1

70' - 8"

47' - 9"

1 2 3

A

B

C

D

E

30' -

6"

25' -

8"

4' -

0"

2' - 0"

14' - 10" 1' - 0"

1' -

9"

6' -

4"

6' -

5"

10' - 3"

25' - 5 1/2"

4

36' - 6 1/2"

25' - 9"

1' - 8 1/2"

20' -

8"

28' - 6 3/4"

15' - 10 1/2"6' - 1"

10' -

0 1

/2"

20' -

0 1

/2" 15

' - 0

1/2

"

9' -

9 1/

2" 13' -

9 1

/2"

17' - 4 1/2"

13' - 10 1/2"

4' - 10 1/2"

4' -

0"

2' - 8 1/16"

2' -

8 1/

16"

2' -

8 1/

16"

2' - 8 1/16"

7' -

11"

1.2

A5.3 A5.1 A6.1

A5.2

A5.4

F.F.E. = 100’

1

3

STORAGE 3

OFFICE 5

GALLERY 1

GALLERY 2

STORAGE 4

MENS BATH-ROOM 6

WOMENS BATHROOM 7

1.2

1

2

3

1/4" = 1'-0"PLAN A

A1.2

1 16

1

1

H2AHumanTwoArchitecture

2.4.2010

Rachel AndersonWes Ballantyne

May 4, 2010

Building Plan

A1.2

Code Analysis

Chapter 3: use group = 3 (reference section 304.1)

Chapter 5: construction type = Type V - B (table 503)

separation = None (table 508.3.5)

Chapter 6: building element rating = None (table 601)

�re separation distance = >30’ (no rating) (table 602)

Chapter 10: occupant load = 100 sq. ft. per person : 2000 sq.ft. = 20 people = 10 male + 10 female (table 1004.1.1)

egress width = 20 x 0.2 = 4” (table 1005.1)

2 exits required (table 1015.2.1)

Chapter 29: toilet �xtures = 1 male W/C + lavatory 1 female W/C + lavatory 1 drinking fountain 1 service sink

(table 2902.1)

coversheet

symbol legend

1 wall type

A2.2

D elevation

A5.0

1 detail/enlargement

1.5 window type

1 door type

A grid line

line type legend

grid line

window type legend

1.1

1.2

1.3

1.4

1.7

1.8

1.5

1.6

2’x9’ Kapilux glass window

1’x11’ Kapilux glass window

2’x7’ Kapilux glass window

1’x9’ Kapilux glass window

1’x7’ Kapilux glass window

2’x5’ Kapilux glass window

1’x13’ Kapilux glass window

25’ x1’ Kapilux glass window

wall types

structural insulated panels (SIP) with vertical corregated steel clading

structural insulated panels (SIP) Cor-ten clading

wood frame wall with batt insulation and gypsum board

1

2

3

drawings contained

A1.0 plan series A1.1 site plan A1.2 �oor plan and life safetyA2.0 elevation series A2.1 exterior elevations (south & east) A2.2 exterior elevations (north & west)A3.0 section series A3.1 building sectionsA5.0 wall section series A5.1 type 1 wall section A5.2 type 1 wall section with Kapilux window A5.3 type 2 wall section A5.4 type 3 wall sectionA6.0 detail series A6.1 detailsB1.0 building information models B1.1 exploded details

general notes

The program contained and represented in this design is a dual purpose art gallery the “Exit Gallery” for Montana State University. Space is provided for a large main gallery suplimented by a smaller gallery speci�cally designed for UV - sensitive artwork as well as the untilitarian spaces which include o�ces, restrooms, and storage space. This program was alotted 2,000 square feet to the east of Romney Gym on Grant Street. Furthermore, the design required a compliance with the goals of the 2030 energy challenge.

A3.2

1 section cut

H2AHumanTwoArchitecture

2.4.2010

Rachel AndersonWes Ballantyne

May 4, 2010

GALLERY

Project by Rachel Anderson and Wes Ballantyne15

EXIT16

TOP OF WALL111.4' - 0"

1A102

1 2 3 4

TOP OF WALL113' - 6"

1/4" = 1'-0"Section 1

GALLERY 2

STORAGE 4

GALLERY 121

F.F.E. = 100’ SLAB ON GRADE

12” CONCRETE FOUNDATION

BEARING FOOTING

TOP OF PARAPIT115' - 0"

TOP OF PARAPIT113' - 0"

1

A3.1

1

A5.1 1

A5.3

1A103

ABCDE

1/4" = 1'-0"Section 2

GALLERY 1OFFICE 5

STORAGE 3 31.2

F.F.E. = 100’ SLAB ON GRADE

12” CONCRETE FOUNDATION

BEARING FOOTING

GROUND LEVEL99' - 6"

F.F.E100' - 0"

TOP OF WALL113' - 6"

TOP OF PARAPIT115' - 0"

BOTTOM FOOTING96' - 0"

2

A3.1

A5.2 1

A5.4 1

A6.16

H2AHumanTwoArchitecture

2.4.2010

Rachel AndersonWes Ballantyne

May 4, 2010

Building Sections

A3.1

GROUND LEVEL99' - 6"

F.F.E100' - 0"

BOTTOM FOOTING96' - 0"

GALLERY

17

(SIP)6” rigid foam insulation

EPDM roo�ng

vapor barrier

7/16” OSB

7/16” OSB

{

polyole�n closed cell bedding tape (continuous) extruded aluminum sill

spacer

capillary slab with light di�using tissue

outer glass pane

inner glass pane

extruded aluminum sill

polyole�n closed cell bedding tape (continuous)

{Kapilux windowc

pressure treated SIP end cap

common nails at 6” O.C.

stainless steel �ashing

gypsum board

pressure treated curb mount

pressure treated curb mount

tamper proof screw at 18” O.C.

weep slot

extruded aluminum perimeter frame

gypsum board

curb spacer

continuous sealant

polyole�n closed cell bedding tape (continuous)

extruded aluminum sill leg

Wall Section Detailscale 1.25” = 1’-0”A5.2

F

type 1

polyole�n closed cell bedding tape (continuous)extruded aluminum sill

heel bead (air seal)

spacer

weatherstripping

capillary slab with light di�using tissue

outer glass pane

inner glass pane

capillary slab with light di�using tissueouter glass pane

inner glass pane

extruded aluminum sill

polyole�n closed cell bedding tape (continuous)

{Kapilux windowc

{

Kapilux skylightc

Wall Section Detailscale 1.25” = 1’-0”A5.2

E

type 1

A5.2

E

A5.2

F

(SIP)6” rigid foam insulation

EPDM roo�ngvapor barrier

7/16” OSB {

Kapilux window

Kapilux skylight

7/16” OSB

A5.2

D

3’-4

”1’

-0”

4’-0

0’-8

0’-6

2’-0”

SIP

vertically orientated corrugated stainless steel sheathing

0’-6

c

c

vapor barrier

earth in�ll

48” foundation

foundation

6”concrete slab on grade

Wall Sectionscale 0’-0.75” = 1’-0”A5.2

1type 1

top of window/skylight115’-0”

�nished �oor elevation100’-0”

bottom of footing96’-0”

top of wall113’-6”

bottom of window105’-0”

Wall Section Detailscale 1.25” = 1’-0”A5.2

D

type 1

Kapilux windowc {polyole�n closed cell bedding tape (continuous)

capillary slab with light di�using tissue

outer glass pane

inner glass pane

extruded aluminum sill

weatherstripping

stainless drip �ashing

sealant �llet joint

thermal break

drainage path

stainless cap

corrugated stainless steel sheathing

2”x4” pressure treated rail

common nails at 6” O.C.

2” air spaceweep holes (SIP)

{

backer rod

spacer

pressure treated SIP end cap

pressure treated subsill

6” rigid foam insulation

vapor barrier

7/16” OSB

7/16” OSB

extruded aluminum sill

gypsum board

dry cap gasket seal

heel bead (air seal)

air seal

heel bead (air seal)

window stool plate

polyethylene lap

continuous sealant

thermal break

wall section

A5.2

H2AHumanTwoArchitecture

2.4.2010

Rachel AndersonWes Ballantyne

May 4, 2010

18

vertical corrugated stainless steel

vapor barrier

7/16” OSBrigid foam insulation

7/16” OSBgypsum board

2”x4” pressure treated rail

hole for electiral wires

hole for electrical wires

dual outlet electrical platescrew

electrical wiresanchor bolt

pressure treated SIP end cap

pressure treated sill platestainless steel �ashing

sill adhesive

concrete slab on grade

SIP + electrical detailn.t.s.A6.1

4

type 1

BIM details

A6.1

vertical corrugated stainless steel

vapor barrier

7/16” OSB

rigid foam insulation7/16” OSB

gypsum board

2”x4” pressure treated rail

sill plate

{SIP

capillary slab with light di�using tissueouter glass pane

inner glass pane

extruded aluminum sill

dry cap gasket seal

air seal

backer rod

thermal break

thermal break

extruded aluminum sill

extruded aluminum sill

thermal break

air sealthermal break

{Kapilux windowc

capillary slab with light di�using tissueouter glass pane

inner glass pane{Kapilux windowc

extruded aluminum sill

extruded aluminum sill

skylight curb sill

�ashing

gypsum board7/16” OSB

vapor barrierEPDM roo�ng

extruded aluminum sill

extruded aluminum sill thermal break

extension armscrew

bolt

extension bracket

sill clip

screw

sill plate

Kapilux window detailn.t.s.A6.1

1

type 3

Sliding Door detailn.t.s.A6.1

6

type 1

pressure treated SIP end cap

vertical corrugated stainless steel

2”x4” pressure treated rail

vapor barrier

7/16” OSBrigid foam insulation

7/16” OSB

gypsum board

{SIP

pressure treated SIP end cap

7/16” OSBrigid foam insulation

7/16” OSB{SIP

pressure treated top board

pressure treated SIP end cap

7/16” OSBrigid foam insulation

7/16” OSB{SIP

pressure treated SIP end cap

EPDM roo�ngvapor barrier

stainless steel parapet cap �ashing

Type 1 wall detailn.t.s.A6.1

2

type 1

gypsum board

2”x4” pressure treated frame

anchor bolt

pressure treated sill plate

concrete slab on grade

common nails at 6” O.C.

2”x4” pressure treated framegypsum boardcommon nails at 6” O.C.

common nails

batt insulation

base boardframe bracket

Type 3 wall detailn.t.s.A6.1

3

type 3

gypsum board

concrete slab on grade

reinforcing steel bars

ventilation grid

ventilation grid

air duct tied into university steam system

gravel foundation in�ll

concrete foundation spread footing

vertical corrugated stainless steel

7/16” OSB

rigid foam insulation

7/16” OSB

2”x4” pressure treated rail

anchor bolt

pressure treated sill plate

stainless steel �ashingsill adhesive

{SIP

grass

earth

concrete foundation wall

common nails at 6” O.C.

vapor barrier

foundation + duct work detailn.t.s.A6.1

5

type 1

H2AHumanTwoArchitecture

2.4.2010

Rachel AndersonWes Ballantyne

May 4, 2010

Kapilux windowc

Sliding Door Frame

Angle Iron

Kapilux windowc

Wheel Bracket

Door Wheel

Wheel Track

Sliding Door Frame

Door Wheel Chase

Chase SupportChase Support Mounting

Door Wheel

Door Wheel Bolt1 “ Diameter

Door Wheel Bolt1 “ Diameter

I n t e r n s h i p W o r k//L

PW

L’Heu

reu

x P

ag

e W

ern

er

Arc

hit

ec

ture

Su

mm

er

20

11

19

I n t e r n s h i p W o r k

20

DUNE DRIVE

FOX

FAR

M R

OAD

10' -

0"

COUNTRY ROAD EASEMENT

60' - 0"

UTI

LIT Y

E ASE

MEN

T

20'-

0 "

56'-

23/

8"

88' - 0"

3'-0

"

3'-0

"

107

109

110

111

4' - 0"

14' - 4 5/16"

5' - 9"

44' - 0"

34'-

3" VEHICLE AREA105

TRAINING/MEETINGROOM

106

MECHANICAL107

REST RM108

HALLWAY109

113

114

6"

28' - 6 15/16"

20'-

119/

32"

21'-

9"

15 Fifth Street SouthGreat Falls, Montana 59401

Phone (406) 771-0770

L'HeureuxPage WernerARCHITECTURE ENGINEERING

SHEETNUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

DRAWN BY:

THIS DRAWING IS THE PROPERTY OF THE ARCHITECT.IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITEAND IS NOT TO BE USED FOR ANY OTHER PURPOSE,

LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OFTHE ARCHITECT.

C 2009 L'HEUREUX, PAGE, WERNER, PC

No. DateSubmittals

7/28/2011 1:25:42 PM

M1.200-000

Author

Checker

Unn

amed

proj

ect n

ame

Revision ScheduleNo. Revision Date

1/8" = 1'-0"1 Level 1

1/8" = 1'-0"2 East

1/8" = 1'-0"3 North

1/8" = 1'-0"4 South

1/8" = 1'-0"5 West

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Sliding conference room door. Metal sign was CNC routed at a nearby shop. Cutouts in the oth-er metal panel eventually are filled with a piece of fused glass. Door was later hung mounted with rollers on the top and wheels on the bottom.

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