P O R T F O L I O
ARCHITECTURE DESIGN EVELYN M. JUNCO 918.813.8787 evmjunco@gmail.com
TABLE OF CONTENTS 3
MTL CAP
ESPOSTO
WOOD NAILER SINGLE PLY ROOF MEMBRANE
PLC
TERMINATION BAR Purpose. Driven. Architecture.
COPING ANCHOR CLIP
1/2" CB
10
3" INSULATION
618 E. 3rd St. Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f)
SINGLE PLY ROOF MEMBRANE
VARIES
SPRM BONDING ADHESIVE
1/2" CB.
5
MuseLAB
7
THE LINK
11
FUZZY AGGREGATE
15
IN DETAIL
19
AUTO_HOME LIVING
23
EAGLE HOUSE
1-1/4" @4" O.C. MAX.
METAL WALL PANEL 1/2" EXT SHEATHING
METAL DECK
8" METAL STUD
GUTTER METAL ROOFING SYSTEM
SINGLE PLY ROOF MEMBRANE FLASHING 1-1/4" ROOF NAILS O.C. MAX.
METAL FLASHING
SINGLE PLY ROOF MEMBRANE FLASHING
EIFS BAND TERMINATION
SINGLE PLY ROOF MEMBRANE SINGLE PLY ROOF MEMBRANE BONDING ADHESIVE
6
CONTINUOUS SEALANT
EIFS EXT SHEATHING 8" METAL STUD
BATT INSULATION SEALANT SINGLE PLY ROOF MEMBRANE
1/2" CB
5/8 GYPSUM BOARD
1/2" CB
METAL FLASHING
ROOF @ EIFS WALL 1 1/2" = 1'-0"
MTL CAP
GUTTER
TERMINATION BAR
METAL ROOFING SYSTEM
COPING ANCHOR CLIP
SINGLE PLY ROOF MEMBRANE
Seal 07-13-2018
2
1/2" CB
METAL FLASHING
2' - 0" 1' - 0"
1
5/8 GYPSUM BOARD
2 1/4"
BATT INSULATION
3"
8" METAL STUD
3' - 0"
EIFS
4' - 0"
EIFS BAND TERMINATION
1 1/2"
METAL DECK
3/4"
VARIES
Key Plan
3
2
4
METAL DECK
PROJECT NO.01-1801
This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch.
5
3" INSULATION
100% CONSTRUCTION DOCUMENTS
" MIN.
Consultants
7
ROOF @ PARAPET WALL 1 1/2" = 1'-0"
REVISIONS
8
9
BATT INSULATION
3
Date
IOWA TRIBE OF OKLAHOMA 335567 E0740 RD, PERKINS, OK 74059
STEEL DECK
Description
GREY SNOW EAGLE HOUSE WELCOME & INFORMATION CENTER
1/2" CB
No.
Architecture is a way of thinking rather than a career. That creative appetite born in the heart that keeps sketching in the mind after the work day is over. Architecture is passion, creativity, science and technology working together to create functional art in the form of buildings and structures. We, as architects, do not create or design meaningless objects; we create structures that become part of humans’ lives, environment and history. Our creations dictate how cities knit their networks and influence how people live their lives now and in the future creating a footprint visible for many generations to come. The responsibility of reinventing ourselves persistently to leave a legacy in this world of continuous change. Only with this mindset, I become a problem-solving architect with an insatiable need of constant exploration of new concepts and ideas. This portfolio contains basic pieces of innovative ideas and a raw creative skill awaiting to be mined.
ESPOSTO PARAMETRIC SKIN INTERWINED WITH FASHION.
The latest fad, the latest hook, the latest crave, the latest crook - fashion and food - both have become a trend among consumers in the industrialized world due to popular media. With parallel interest, the term “sustainability” has become a global phenomenon, a movement, and in turn has exposed unsettling issues of textile and agricultural industries. Yet, aware consumers still adhere to these adverse industries, drive the production and the producers allow these acts to linger. Sustainability in terms of fashion is not typically associated, but must be understood in order to alter perceptions and attitudes. Collectively, becoming aware of the production of food and textiles through social, cultural, and economic views shouldn’t be the end, but the start of sustainable practices to ensure a future for generations to come without harming our environment or others. With a fast paced society comes fast fashion and fast food. Fast fashion and fast food is speeding up production, speeding up deliveries, and reinventing itself to satisfy the constant need of consumers. Society has morphed into sole self-satisfaction, always craving, needing, and purchasing the latest fashion trend and food diet. By establishing an equilibrium between the spectrums of satisfying the need of people starving for fashion and of people starving for food, luxury brands and food companies must be at the forefront to become the leaders and promote sustainability from the production to distribution phases by making ethical and social changes. Through these changes, architecture will be the catalyst, the embodiment of what a healthier, more sustainable lifestyle we can achieve.
FLOOR PLANS + SECTION
FIRST FLOOR
SECOND FLOOR
SKIN / POLYCARBONATE
STRUCTURE / STEEL
FLOOR / GLASS LONGITUDINAL SECTION
ELEVATIONS
FLOOR STRUCTURE / STEEL GLASS FRAMING FLOOR STRUCTURE / HEXAGONAL KINETIC SKIN
NORTHWEST ELEVATION
3-4 FLOOR STRUCTURE / H BEAM
SOUTHWEST ELEVATION
NORTHEAST ELEVATION
SOUTHEAST ELEVATION
SKIN / HEXAGONAL SKIN
COLUMNS / STEEL
SECOND FLOOR DETAIL
HEXAGONAL KINETIC DETAIL
Connection to skin
Connection to floor
MuseLAB TECTONIC: NOMADIC ART-MAKING STUDIO.
The museLab was designed and built for the Museum of Art of Stillwater. The design rose by answering to two questions, the first one being how a structure could be nomadic. The word nomadic denotes the ability to pick up and go at any time. That meant answering to the design challenge with a solution of limited weight, simple forms, and easily transportable. The second question was why a (simple) table was not sufficient. How a table could transform itself to better respond to the demands intrinsically related to art activities. The solution was to provide a system that could be configured and reconfigured in a variety of ways while engaging users of all ages. The museLAB system consists of multiple two 38 x 84 inches frames connected by wood-made hinges and accommodating either a rotating table or two rotating table supports and a slotted wall. Within its housing frame, the table can be placed at three different heights (30, 22, and 19 inches) to respond ergonomically to the different age groups. Each rotating table in the system has two distinctive working/playing surfaces uniquely responding to a given activity. The rotation of the table allows for a further transformation. For ease of transportation, each rotating element locks to its housing frame, while these fold into each other. Multiple modules can be organized and configured in a variety of ways responding to the needs of each project or, the number of people expected to engage with an activity at any given time. They can also rearrange to generate a long table, or a dinner table, metaphorically speaking, where people of different age can gather around and simultaneously create.
5-6
First Prize MUSELab Nomadic Art-Making Studio Stillwater Museum of Art
THE LINK RECTILINEAR DESIGN ACTS AS FOUNDATION FOR ORGANIC FORMS TO GROW OUT.
The challengue on finding the perfect balance between life, work and pleasure. This project is located in one of the most iconic cities in the world: Chicago. Urban lifestyles, climate, nature, and the existing built environment are all factors that influence appropriate architectural form. The primary goal is to take advantage of the existing Post Office Building site by creating a pleasant setting that encourages social drama.
Mixed Use _ Level 1
How? By placing retail and entertainment in the ground level to attract people and by connecting the Riverwalk to the street level. Moreover, design a dominant façade by keeping towers as the strong feature of the existing building and radically transform the façade on West and East side. The result of this design is a harmonious relationship between organic masses and network of green parks and public plazas. The rectilinear design of the Post Office acts as the foundation for the forms of this development to grow out.
Retail _ Level 1
Gathering _ Level 1
Circulation _ Level 1
7-8
Atrium View
Plaza View
9-10
Office View
FUZZY AGGREGATE SYNTHETIZED COLLECTION, NOT WITHOUT AMBIGUITY
The composition of the fuzzy aggregate is the result of physical and abstracted pieces. By doing this, they generate unexpected spaces within the pieces and interior spaces. The interposition and intersection of pieces also generates common spaces within the program as well as enclosed spaces within the pieces. The pieces of the aggregate come together without compromising the integrity and character of the pieces themselves. All this follwing indirectly a guide of diagonals giving the impression of belonging and being apart at the same time. The texture is an exploration of a binary composition. Using generative design process and artifitial inteligence, pictures and images from around the site are intepreted by the machine generated an array of interposed pattern.
Catalog of components of LA buildings used for a new fuzzy aggregate composition.
Design and modular aggregations of patterns with Grasshopper and Python scripts.
11-12
13-14
Scale model pictures made by 3D printed pieces
IN DETAIL PUZZLING ARCHITECTURAL ASSEMBLIES
The theme of the original Hanayama puzzle is “lock” and the puzzle’s solution is the result of tricks not visible at first impression. The outer rings need to be perfectly aligned for the pieces to slide into the inner tracks. As you resolve the puzzle, these interior pieces will reveal themselves which are really the most interesting aspect of the puzzle and how they fit into each other. The solution is not necessarily intuitive and it follows specific steps of instructions for its [dis]assembly: rotate, slide and follow a track. The two outer rings have a regular shape and do not provide any clue on how to resolve the puzzle. 3D puzzle redesigned The concept of locking and revealing is translated into the site by following the same steps of instructions. Essentially, the mapping of this key-lock is recreated; but, in doing so, it creates spaces on the site: landscape, amphitheater, gallery, terraces. They are really just instructions but they create problematic spaces on the site. In other words, the site is the combination and a mix of thinking about steps, graphic composition, tridimensionally and how this work problematically. As you enter the site, it reveals small hints of the building’s footprint and its trajectory to its final location; in other words, the building actions and movement of rotating, sliding and following a track erode and transform the site along its trajectory. There is a balance of manipulating the site spatially but also with something that creates an interesting fit for the assembly for the key of the site. The building is not an element on the site, but instead is only a part of the site as larger set of parts. The intention was to learn from the issues of a complex puzzle, translate them and follow all the way into the design of the building, the result is reflected into the intricacy of the pieces, and a set of elements to whole relationship in a building.
Mechanical detail
2D puzzle
15-16
Puzzle Instructions
Assemble pieces explode
1. rotate 2. slide 17-18
3. drop 4. rotate Puzzle concept translated into model
AUTO_ HOME LIVING ARTIFICIAL INTELLIGENCE_ GENERATIVE PROCESS_ DATA VISUALIZATION_
Automated vehicles technology has raised issues of relationship between human, streets and living spaces. The project proposes housing for a community that strives for a balance between temporary enclosed spaces and ridesharing. The autonomous home living could radically reduce carbon footprints and living expenses by combining transportation and housing needs in one space. New types of communities will emerge reshaping our streets and public spaces. Our speculation extends to the idea that the building envelope is not only designed for humans but also for machine vision and the idea of a vehicle that can be attached and detached from a living space. Looking at the facade from the car’s perspective, this is able to detect which units are available. Object detection often requires vast datasets and long training times. To make this project possible, we applied two simplifications: we trained and labeled the renders of our own geometry and we predicted a fixed number of objects in each image. The facade has given a new legacy of architecture form as interface. Stable architecture typologies are replaced by something more fluid, where the building is no longer meant for human perception but also for machine vision. This shows that it has an impact on housing and it changes the aesthetics of architecture. Our designs should start considering the impacts of technology in architecture.
Generative deep learning. Cyclegan, an image-to-image translation technique, existing urban plans are processed as the input, and in return, the machine generates a new urban fabric for the entire site.
The design concentrates and takes a closer look at two masses as a proof of concept for a large masterplan.
4x4 3D modules
The facade is a dynamic three dimensional ever changing texture built using the method of degenerative design. Several trained images by cycleGAN are projected into a repetitive movable pattern. The abstract patterns and shifting pieces of the structure explore the transformation of visible and invisible elements. By doing so, it allows different patterns to be visible to the autonomous car but invisible to the human eye.
Taking a closer look at this movable pattern. The car attaches to the unit, the interior door closes and the car is locked to the facade pattern. Most important, this pattern allows the vehicle to charge while it is parked. The selfdriving vehicles can adapt to diverse functions making the residential units purposely flexible. They can function as an office space or start-up business since it is the movable part of the house.
19-20
section
dynamic facade
machine vision
yolo training and labeling of pattern for machine recogniztion
21-22
Full presentation_ https://vimeo.com/490955656
9' - 3"
LOBBY 102
XB 9' - 3"
12' - 11
LOBBY 102
XB
12' - 11
6' - 6"
7' - 0"
0° .0 80
B
S2
VESTIBULE 101
0° .0 80
B 6' - 6"
XC2'
ENLARGE PLAN - TOWER 1/4" = 1'-0"
4
N
2
0.5
S1
13' - 4"
2' - 0"
4
S2
VESTIBULE 101
- 0"
X1
N
"
7' - 0"
XC
CORR 103
0° .0 80
IOWA TRIBE_WELCOME AND INFORMATION CENTER 100%CDs
CORR 103
"
0° .0 80
EAGLE HOUSE
X2
1' - 6"
9' - 5
X2
ENLARGE PLAN - TOWER 1/4" = ROOF 1'-0"STRUC. 3 ABOVE
4 __________
2
3
A300 ROOF STRUC. ABOVE
1' - 6"
A 4 __________
MTL PNL
A300
EQ
5' - 11"
EQ
A
A 30' - 3"
EQ
30' - 3"
A201 MEZZANINE 201
XB
A300
XC
3' - 0"
10 9
Description
8
Date
1
REVISIONS
8
J
K IOWA TRIBE OF OKLAHOMA 335567 E0740 RD, PERKINS, OK 74059
200' - 0" 0'
GREY SNOW EAGLE HOUSE COME & INFORMATION CENTER
800' - 0" 600' - 0"
L
6
1" 0"
1" = 200'
K
I
Consultants
7
400' - 0"
4"
M
L
3"
MEZZANINE FLOOR PLAN M = 1'-0" 1/8"
E0740 RD
N
ABOVE IMAGE IS CONCEPTUAL REFER TO ORTHOGRAPHIC DRAWINGS FOR SPECIFIC REQUIREMENTS
No.
N
E0740 RD
2 N
8
618 E. 3rd St. Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f)
MEZZANINE FLOOR PLAN 1/8" = 1'-0"
N
2' - 3"
2' - 4"
Purpose. Driven. Architecture.
2"
O
PLC
GREY SNOW EAGLE HOUSE WELCOME & INFORMATION CENTER N
2 A110
2 A110
X2
2
A300
XC B
X2
N
2 __________
XB
B
12' - 10"
B
A300
2 __________
30' - 1"
SEALED CONCRETE FLOOR
B
CONFER 116 314 S
5 __________
3' - 0"
12' - 10"
29' - 0"
201B
15' - 8"
SEALED CONCRETE FLOOR
A300
IOWA TRIBE OF OKLAHOMA
3
A300
30' - 1"
14
MECH. CHASE
5 __________
A201 5 __________
A610
A300
10' - 4"
5 __________
A1
20"W x 26"H VERTICAL LIFT DOOR, RE: TYP. 3
201A
201B
3
60' - 4"
ROOF SCUTTLE 20" X 48"
29' - 0"
MECH. CHASE
10' - 4"
14
BREAK ROOM 115 203 SF
60' - 4"
201A
20"W x 26"H VERTICAL LIFT DOOR, RE: TYP. 3
15' - 8"
A610
29' - 11"
24' - 1"
B1
MEZZANINE 201
ROOF SCUTTLE 20" X 48"
MTL PNL
29' - 11"
24' - 1"
5' - 11"
EQ
A
O
0
S1
13' - 4"
X1
1
J
10
No.
CORR 103
0° .0 80
REVI
9
S2
A201 4
2
3
X1 X2
1' - 6"
5
5.5
Cons
X2
31' - 6" 9' - 5"
4
8
1
105' - 4" 24' - 0"
24' - 0"
13' - 7"
22' - 10"
1' - 6"
78' - 8"
1 __________
3 __________
4 __________
A300
3' - 8"
A300
A300
7
0.5
S1
20"W x 26"H VERT. LIFT DOOR
S5
XA
1 A110
MTL PNL
1' - 6"
102B
STO 108A
A1
23' - 9"
WOMEN 106 172 SF
5 __________ A300
6
10' - 2"
24' - 4"
4' - 7"
HOSE BIB
DN STO 121 635 SF
VESTIBULE 122 70 SF
122B WALL FEATURE RE: A602
122A
A201
CORR 105 29 SF
116
Key P
MEN 104 162 SF
4' - 6"
24' - 5"
30' - 1"
104
2 __________
DN
124
A300
8' - 10"
101B
6' - 1"
XC B
103
125A
FEC
EXIT 124 51 SF
STO 123 106 SF
3
DN CORR 103 103 SF
121B
Seal
125B
S2
1' - 6"
2' - 3"
S1
8' - 7"
8' - 0"
X1
X2
COVERED PATIO 125 582 SF
A201
7' - 5"
6
1' - 7"
2 A110
VESTIBULE 101 78 SF
PERFORATED METAL PANEL W/CUSTOM IMAGE RE: ELEVATIONS
15' - 5"
101A
8' - 0"
8' - 0" 56' - 2"
4 A101
8' - 0"
S4
8' - 0"
8' - 0"
2
XB
2
4
MOTORIZED BLEACHERS RE: SPECS
106
CONFERENCE 116 314 SF
8' - 0"
AUDITORIUM 117 1823 SF
107
43' - 0"
ELEC 107 23 SF LOBBY 102 875 SF
23-24
MTL PNL & STONE VENEER
CORR 119
5
108
47' - 1"
30' - 3"
4' - 0"
STAGE 118 354 SF
REF.
CORR 114 83 SF
BREAK ROOM 115 203 SF
60' - 4"
3
DN DN
DISPLAY 108 59 SF
115
A201
121A
STORAGE 120 155 SF
STAIRS 109
113 B1
120
UP 88 SF
112
OFFICE 113 166 SF
4' - 6"
FEC
114
FEC
OFFICE 112 181 SF
8' - 8"
102A
JAN 111 25 SF
MTL PNL
5' - 10"
EDGE OF CONC. SLAB CORR 110 48 SF
11' - 7"
B1
A
MTL PNL & STONE VENEER 2"X2" COMP. MATERIAL SLATS
8' - 0"
5"X5" STEEL COLUMNS
8' - 7"
0' - 11"
16' - 0"
6' - 6"
3' - 0"
38' - 3"
5
1
A201
A201
3' - 0"
26' - 11"
1
2' - 4"
PROJECT
FIRST FLOOR PLAN 1/8" = 1'-0"
SHEET TITL
0
1
N
0"
1"
0'
8' - 0"
2"
3"
16' - 0"
24' - 0"
4"
1/8" = 1'
K
J
I
H
G
F
E
D
C
DRAWN BY:
B
A
32' - 0"
CHECKED B
ISSUE DATE
X1
2
1 __________ A300
A. WALL COR 0. 7/8" HAT 1. 1 5/8" ME 2. 2 1/2" ME 3. 3 5/8" ME 6. 6" METAL 7. 8" CMU 8. 8" METAL T. TWO 3 5/ WITH 1 3/ C. WALL HEIGHT L. LOW WALL - DOES NOT REA 0. WALL STUDS AND GYP END 1. WALL STUDS AND ONE SIDE 2. WALL STUDS AND BOTH SIDE 3. WALL STUDS EXTEND TO DES
X2
15' - 1"
0' - 8"
ABC
13' - 8"
XA
S5
A
4' - 1"
3' - 5"
° 00 0. 10
MOP SINK RE:PLUMBING
3' - 11"
6' - 9"
1' - 11"
0' - 8"
A
1' - 4"
FEC
4' - 5"
3A0
1' - 2"
11' - 4"
8' - 11"
4' - 11"
3A0
13' - 7"
4' - 0"
20' - 3"
1' - 6"
1' - 2"
2
7' - 4"
1' - 4"
10' - 0" 8' - 0" 10' - 0" 7' - 6"
3A0
7' - 7"
4' - 11"
2A0
1' - 10"
3A0
7' - 0"
B
° 00 0. 10
S2
7' - 4"
VESTIBULE 101 78 SF
6' - 6"
8' - 7" 0' - 9"
0' - 8"
10 0
CORR 103 103 SF
8' - 0"
5' - 0"
6' - 1"
2A0 3A0
7N3
S4
1' - 6" 7N
12' - 11"
2A0
XC B
6A1
TP2
1' - 9"
1' - 8"
TP1
10' - 10"
5' - 5" MEN 104 162 SF
7N
GB1 5' - 0"
" 3' - 0"
2
A610
M1
DRINKING FOUNTAIN RE:PLUMBING
5' - 10"
A300
3
SD1
1' - 8"
1' - 8" 3' - 8"
2 __________
GB3 TTD1 GB2
2' - 11"
10' - 2"
12' - 11
M1
GB1 GB3 GB2
TTD1 SNR1
TD1/WR1 5
0° .0 80
3N3
XB
3A0
7N
6' - 0"
23' - 2"
7N3
BCS1
2A0
7N
4' - 1"
14' - 5"
CONFERENCE 116 314 SF
5' - 7"
CORR 105
2' - 11"
3' - 0"
4' - 8"
4' - 10" 3A0
47' - 1"
SNR1 TTD1
8' - 6"
6A1
15' - 4"
2' - 3"
1' - 1"
3' - 1"
BCS1
3' - 1"
SNR1 TTD1
WOMEN 106 172 SF
3A0
1' - 9" 3' - 2"
6
4' - 10"
6' - 0"
1
7
6A1
SNR1 TTD1
1' - 9"
A610
" 12' - 11
A610
3' - 3"
M1
3' - 1"
6' - 0"
SD1
8
6' - 2"
16' - 2"
3A0
M1
TD1/WR1
4
ELEC 107 23 SF
3A0
1' - 8"
3A0
6A1
3' - 4"
3' - 8"
3A0
- 8"
LOBBY 102 875 SF
3A0
1' - 5" 1'
6' - 2"
A610
BREAK ROOM 115
STO 108A 6 SF
- 5" 1'
3A0
1' - 2"
1
57' - 6"
3A0
0° .0 00
2' - 5"
A602
° .00
12' - 4"
DISPLAY 108 59 SF
___________
90
9
2"
5' - 0"
OFFICE 113 166 SF
4' - 8"
12' - 0"
CORR 114 83 SF
13' - 3"
7 23/3
3A0
19 RISER 18 RUN 7' - 6"
11' -
12' - 8"
3A0
STAIRS 109 88 SF
3A0
3A0
1' - 6"
5' - 10"
JAN 111 25 SF
3A0 OFFICE 112 181 SF
5' - 10"
3A0
2A0
CORR 110 48 SF
5' - 8"
7' - 6"
2A0
7' - 11"
1
4' - 4"
0.5
5' - 4"
1' - 2"
3' - 4"
3' - 10"
6
4' - 11" COVERED PATIO 125 582 SF
A201
8' - 4" S1
X1 N
O
2
Sim
N
X2
ENLARGED ADM PLAN 1/4" = 1'-0"
N
4 A101
M
L
K
J
I
H
1
ENLARGED 1/4" = 1'-0"
G
INTERIOR WALLS LEGEND A. WALL CORE WIDTH B. INSULATION TYPE 0. 7/8" HAT CHANNELS A. ACOUSTICAL 1. 1 5/8" METAL STUDS T. THERMAL 2. 2 1/2" METAL STUDS D. DOUBLE GYP BOARD ABC 3. 3 5/8" METAL STUDS N. NONE 6. 6" METAL STUDS S. SIGNLE LAYER GYP BOARD 7. 8" CMU !. CODE RATING 8. 8" METAL STUDS T. TWO 3 5/8" METAL STUDS WITH 1 3/4" AIR SPACE C. WALL HEIGHT L. LOW WALL - DOES NOT REACH CEILING, REF. ELEVATIONS FOR WALL HEIGHT 0. WALL STUDS AND GYP END 6" ABOVE CEILING 1. WALL STUDS AND ONE SIDE GYP EXTEND TO DECK 2. WALL STUDS AND BOTH SIDES GYP EXTEND TO DECK 3. WALL STUDS EXTEND TO DESK, GYP END 6" ABOVE CEILING
9
4' - 1"
8"
618 E. 3rd St. Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f)
10
X2
Purpose. Driven. Architectu
GENERAL INTERIOR WALL CONSTRUCTION NOTES 1. AT PORTIONS OF WALL STRUCTURE (EX: STUDS) NOT OTHERWISE DEFINED WHICH ARE EXPOSED TO VIEW INSTALL 5/8" GYPSUM BD UltraLight FIRECODE PANELS AND PREPARE FOR PAINT. 2. INSTALL MOLD & MOISTURE RESISTANT GYP BD NO LESS THAN 4' - 0" FROM ALL PLUMBING FIXTURES, UNLESS BEHIND TILE. 3. INSTALL CEMENTITIOUS TILE BACKER BOARD BEHIND ALL TILE. 4. INSTALL CONTROL JOINTS AS RECOMMENDED BY INDUSTRY STANDARDS, MAXIMUM 20'-0" ON CENTER, OR AS SHOWN OTHERWISE, WHICHEVER RESULTS IN SMALLER SPANS BETWEEN JOINTS. WHERE POSSIBLE, ALIGN VERTICAL JOINTS WITH DOOR OR WINDOW JAMBS OR OTHER OPENING EDGES. 5. REF. WALL SECTIONS & DETAILS FOR EXT. WALL CONSTRUCTION 6. ALL SPACES OPEN TO STRUCTURE ARE BORDERED BY WALLS WITH STUDS TO CONTINUING TO DECK.
No.
Description
REVISIONS
PLATFORM
7 __________
6D2
3' - 9"
A602
HANDRAIL PAINT P6
11' - 7" 2' - 2"
7' - 6"
3A1
10 __________ A602
9 A602
6
STAGE 118 354 SF
3' - 7"
3 2
4' - 0"
3' - 6"
REF.
SINK RE:PLUMBING
4
10' - 0"
3' - 10"
EDGE OF CONC. SLAB
24' - 8"
3
5' - 2"
7' - 6"
4' - 7"
2' - 2"
3A1
Key Plan
CAGE 2, TYP.
24' - 2"
0' - 8" 10' - 10"
6' - 10"
HANDRAIL TYP. RE: 3/A101 PAINT P6
TP2
3' - 4"
Seal 07-13-2018
FEC
STO 123 106 SF
2
16' - 0"
3"
2A0
3A0
CAGE 3, TYP.
MIN CLR
3A0
12' - 0"
9' - 8"
5' - 0"
4"
EXIT 124 51 SF
3A1
HANDRAILS PAINT P6
3' - 4"
6' - 1"
8' - 0"
3A0
4' - 11"
8' - 9"
FFL +0'-0"
10' - 10"
10 0. 00 °
UP CAGE 4
3' - 0"
3' - 1"
11' - 5"
5
5.5
PROJECT NO.01-1801
0
SHEET TITLE:
ENLARGED STAGE PLAN 1/4" = 1'-0"
0' 1/4" = 1'
1
1
11' - 7"
4
N
8' - 0"
0' - 8"
COVERED PATIO 125 582 SF
4' - 0"
4' - 11"
A201
2"
6
0"
10"
1"
0' - 4"
B
100% CONSTRUCTION DOCUMENTS
5' - 10"
1' - 9"
7N
8S4
REF. BY OTHERS
6' - 2"
4' - 10" 1' - 6" 6A1
DRAWN BY: CHECKED BY:
I
25-26
6D2
INT CAGE, TYP 3 8'W X 6'D X 8'H 2x2 UNTREATED CEDAR CAGE FRAME
6' - 9"
TP1
VESTIBULE 122 70 SF
STO 121 635 SF
A602
GB1 5' - 0"
GB3 TTD1 GB2
11 __________
1' - 9"
GB1 GB3 GB2
TTD1 SNR1
4
A611
15' - 4"
3' - 1"
A602
SNR1 TTD1 4' - 10"
FFL +0'-0"
4' - 3"
8' - 0"
47' - 1"
6 __________
2' - 3"
8' - 6"
FFL +2'-4"
3A0
SNR1 TTD1 1' - 1"
7' - 4"
4' - 0"
1' - 9"
FFL +0'-0"
3' - 2"
SNR1 TTD1
A611
1 3' - 3"
3A0
A611
5
AUDITORIUM 117 1823 SF
C 7 F
A602
6' - 2"
6A1
8
___________
11' - 4"
10' - 0"
2' - 5"
STO 108A 6 SF
CAGE 1, TYP
3' - 10"
20' - 3"
20' - 9"
1' - 2"
7
19 RISER 18 RUN
Consultants
24' - 5"
3A0
FEC
17' - 6"
IOWA TRIBE OF OKLAHOMA 335567 E0740 RD, PERKINS, OK 74059
FFL +0'-0"
5' - 2"
3A0
CAGE BY OWNER
11' - 5" 4' - 0"
4' - 11" STAIRS 109 88 SF
3' - 4"
1' - 4"
GREY SNOW EAGLE HOUSE WELCOME & INFORMATION CENTER
5' - 1" 3A1
8
4' - 5"
3A0
STORAGE 120 155 SF
5' - 6"
7' - 11"
5' - 10"
2A0
5' - 10"
CORR 110 48 SF
0' - 4"
A
H
G
F
E
D
C
B
A
ISSUE DATE:
ENLARGED FLO PLANS EJ MG 07-13-2018
A11
MTL CAP TERMINATION BAR
WOOD NAILER SINGLE PLY ROOF MEMBRANE
COPING ANCHOR CLIP
WELDED SPLICE
SPRM BONDING ADHESIVE
SINGLE PLY ROOF MEMBRANE
CONTINUOUS SEALANT
VARIES
1-1/4" HOT DIPPED GALVANIZED ROOF NAILS @4" O.C. MAX.
1/2" CB.
SINGLE PLY ROOF MEMBRANE COATED METAL
1/2" CB
1/2" CB
10
3" INSULATION
1-1/4 HOT DIPPED GALVANIZED ROOF NAILS @6" O.C. MAX.
No.
1-1/4" @4" O.C. MAX.
CONTINUOUS CLEAT METAL DECK
METAL WALL PANEL STEEL DECK
1/2" EXT SHEATHING METAL DECK
8" METAL STUD
9
BATT INSULATION
METAL WALL PANEL
3
1/2" EXT SHEATHING 8" METAL STUD BATT INSULATION
REVISIONS
ROOF @ PARAPET WALL 1 1/2" = 1'-0"
8
GUTTER METAL ROOFING SYSTEM
Consultants
6
RAKE @ METAL WALL PANEL 1 1/2" = 1'-0"
7
SINGLE PLY ROOF MEMBRANE FLASHING 1-1/4" ROOF NAILS O.C. MAX.
METAL FLASHING
SINGLE PLY ROOF MEMBRANE FLASHING
EIFS BAND TERMINATION
SINGLE PLY ROOF MEMBRANE SINGLE PLY ROOF MEMBRANE BONDING ADHESIVE
1" MIN.
6
CONTINUOUS SEALANT
EIFS
CONTINUOUS SEALANT
EXT SHEATHING
1-1/4" ROOF NAILS @ 6" O.C. MAX.
8" METAL STUD BATT INSULATION
WOOD NAILER
SEALANT
DRIP/GAVEL STOP EDGE METAL 20 GA. CONTINUOUS CLEAT
1/2" CB
GUTTER
5/8 GYPSUM BOARD
SINGLE PLY ROOF MEMBRANE 1/2" CB
5
3" INSULATION METAL DECK
METAL WALL PANEL 1/2" EXT SHEATHING 8" METAL STUD
METAL FLASHING
4
BATT INSULATION
Key Plan
2
ROOF METAL WALL PANEL 1 1/2" = 1'-0" MTL CAP
GUTTER
TERMINATION BAR
METAL ROOFING SYSTEM
COPING ANCHOR CLIP
INSULATION NSULATION
VARIES
EXT SHEATHING
1/2" CB
X2 2
VARIES
8" METAL STUD PARAPET WALL
METAL FLASHING
METAL DECK
EIFS BAND TERMINATION
J
I
H
G
F
E
O
D
N
C
M
B
3' - 0"
X
01-1801 PROJECT PROJECT NO. NO.01-1801
SHEET SHEET TITLE: TITLE:
WA
0
ENTRY TOWER SECTION LOOKIN DE 1/8" = 1'-0" 0'
0"
1
2
ROOF DETAIL 1 1/2" = 1'-0"
3/4" = 1'
4
PARAPET WALL 1 1/2" = 1'-0"
2' - 0"
METAL DECK
1' - 0"
5/8 GYPSUM BOARD
BATT INSULATION
2 1/4"
3"
8" METAL STUD
4' - 0"
EIFS
1
SINGLE PLY ROOF MEMBRANE
1 1/2"
1-1/4" @4" O.C. MAX.
Seal 07-13-
SINGLE PLY ROOF MEMBRANE
100% CONSTRUCTION
ETAL STUD
3
SULATION
ROOF @ EIFS WALL 1 1/2" = 1'-0"
3/4"
TINUOUS ANT
5
L
A
DRAWN DRAWN BY: BY: CHECKED CHECKED BY: BY: ISSUE ISSUE DATE: DATE:
K
EJ MG 07-1
0.5 0.5
11
22
33
44
55 5.5 5.5 TOP TOP OF OF WALL WALL 24' 24' --8" 8"
10
T.O. T.O.PARAPET PARAPET 24' 24' --0" 0"
T.O. T.O.ADM ADM PARAPET PARAPET 16' 16' --0" 0"
6' -- 6" 6" 6'
REFLECTED REFLECTED CEILING CEILING MEZZANINE MEZZANINE FIN. FIN. FLOOR FLOOR PLAN PLAN --MEZZANINE MEZZANINE 11' 11' --0" 0" STO STO 121 121 635 635SF SF
STAGE STAGE 118 118 354 354SF SF
AUDITORIUM AUDITORIUM 117 117 1823 1823SF SF
9
106 106
8' -- 0" 0" 8'
115 115
7' -- 6" 6" 7'
LOBBY LOBBY 102 102 875 875SF SF
GROUND GROUND GROUND GROUNDFLOOR FLOOR LEVEL LEVEL 0'0'--0" 0"
BUILDING BUILDING SECTION SECTION LOOKING LOOKING WEST WEST 1/8" 1/8" == 1'-0" 1'-0"
B B
A A
8
5
TOP TOP OF OF WALL WALL 24' 24' --8" 8" T.O. T.O.PARAPET PARAPET 24' 24' --0" 0"
REFLECTED REFLECTED CEILING CEILING MEZZANINE MEZZANINE FIN. FIN. FLOOR FLOOR PLAN PLAN --MEZZANINE MEZZANINE 11' 11' --0" 0"
58' 58'-- 11" 11" COVERED COVERED PATIO PATIO 125 125 582 582SF SF
AUDITORIUM AUDITORIUM 117 117 1823 1823SF SF
8' -- 0" 0" 8'
103 103
7
T.O. T.O.ADM ADM PARAPET PARAPET 16' 16' --0" 0"
102A 102A
4
6
GROUND GROUND GROUND GROUNDFLOOR FLOOR LEVEL LEVEL 0'0'--0" 0"
BUILDING BUILDING SECTION SECTION LOOKING LOOKING SOUTH SOUTH THROUGH THROUGH AUDITORIUM AUDITORIUM 1/8" 1/8" == 1'-0" 1'-0"
27-28 B B
5
A A
TOP TOP OF OF WALL WALL 24' 24' --8" 8" T.O. T.O.PARAPET PARAPET 24' --0" 0" 24'
4
T.O. T.O.ADM ADM PARAPET PARAPET 16' 16' --0" 0"
7' 7' -- 6" 6"
REFLECTED REFLECTED CEILING CEILING MEZZANINE MEZZANINE FIN. FIN. FLOOR FLOOR PLAN --MEZZANINE MEZZANINE PLAN 11' --0" 0" 11'
120 120
COVERED COVERED PATIO PATIO 125 125 582 582SF SF
3
GROUND GROUND GROUND GROUNDFLOOR FLOOR LEVEL LEVEL 0" 0'0'--0"
3
BUILDING BUILDING SECTION SECTION LOOKING LOOKING NORTH NORTH THROUGH THROUGH AUDITORIUM AUDITORIUM 1/8" 1/8" == 1'-0" 1'-0"
XA XA
X1 X1
XB XB
XC XC
T.O. T.O.ADM ADM PARAPET PARAPET 16' 16' --0" 0"
32' 32' -- 0" 0"
4" 4"
16' 16' -- 0" 0"
1
MEZZANINE MEZZANINE FIN. FIN. FLOOR FLOOR 11' --0" 0" 11'
2" 2"
MEZZANINE MEZZANINE FIN. FIN. FLOOR FLOOR 11' 11' --0" 0"
24' 24' -- 0" 0"
T.O. T.O. STEEL STEEL @ @ TOWER TOWER 18' --6" 6" 18'
T.O. T.O.ADM ADM PARAPET PARAPET 16' 16' --0" 0"
3" 3"
T.O. T.O.PARAPET PARAPET 24' 24' --0" 0"
2
TOP TOP OF OF WALL WALL 24' --8" 8" 24'
TOP TOP OF OF WALL WALL 24' 24' --8" 8"
LOBBY LOBBY 102 102 875 875SF SF
GROUND GROUND GROUND GROUNDFLOOR FLOOR LEVEL LEVEL 0'0'--0" 0"
GROUND GROUND FLOOR FLOOR 0'0'--0" 0"
JJ
II
HH
GG
FF
EE
DD
CC
BB
AA
0' 0'
0" 0"
0
BUILDING BUILDING SECTION SECTION LOOKING LOOKING NORTH NORTH THOUGH THOUGH LOBBY LOBBY 1/8" 1/8" == 1'-0" 1'-0" 1/8" = = 1' 1' 1/8"
1
NG NG NORTHWEST NORTHWEST
8' 8' -- 0" 0"
103 103
1" 1"
102A 102A
P O R T F O L I O
Thank You.
EVELYN M. JUNCO