Architecture Portfolio - Selected Works by lukemurrayarc

architecture architecture portfolio portfolio

Luke Murray Mississippi State University

Luke Murray Architecture Student Mississippi State University

CONTACT INFORMATION: p 662.832.8339 e ltm70@msstate.edu FrenchSt, Branch, a 515121 Whitfield Apt 1 Madison, MS Starkville, MS 39110 39759

SKILLS: Adobe Suite Rhino Autocad Revit Lumion Vray

personal statement I am currently working to earn a degree in architecture at Mississippi State University. Having already received a Bachelor of Science in Hospitality Management from the University of Mississippi, I have been able to enter this new chapter of my life with a fresh perspective. As part of the workforce from 2015 to 2019, I took on a managerial role for a restaurant group and worked as an outside sales representative for a nationwide recycling company. I have been able to draw from those experiences to shape my work ethic as a returning student. It has been exciting to find that architecture has been a missing passion from my life. I have gained a newfound appreciation for what it means to truly enjoy the field of study one pursues. I have stood out as a leader in my class having been nominated by my peers to represent them as a member of both the Dean's Council and Director's Council. I was also elected as the Student Association Senator for the College of Architecture, Art, and Design.

These roles have allowed me to further develop my leadership skills as I continually strive to lead by example. I have had the opportunity to participate in several collaborative projects as a student thus far. I became an integral member of the Solar Decathlon design team at MSU, a project earning honors as a finalist in the nationwide competition. I also participated as part of a collaborative team at MSU to design a "learning garden", an award winning concept focused on health, food and nutrition education in Mississippi. This portfolio is a direct representation of the degree to which I pride myself in my work. I am confident in the efforts that I dedicate to each and every project and consistently strive to be the person who exceeds expectations. I believe that my experience, leadership, and collaborative efforts have equipped me to succeed in any environment. I am thankful for the opportunities that have been presented to me and hope to see many more to come. I want to thank you for taking the time to look at my portfolio and hope to hear from you soon!

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05 5

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

the new blue economy + timber tectonics

2023 / Academic Project

PROJECT STATEMENT

Architectural Design Studio IVA

This project explores innovative applications of mass timber on a site that demands resilient design solutions. Gulfport, MS, on the Mississippi Gulf Coast, faces coastal flooding, tropical storms, and hurricanes on an annual basis. The site is directly adjacent to the shore and requires strong design consideration for the 100 year flood plane. Students will develop one of two programs tied to the “New Blue Economy” - a new Gulf Coast initiative to bring oceanic research companies to Mississippi. The first program will be an interperative center, with the second being a research center. Both are to be constructed of mass timber and incorporate one program of the student’s choice on the ground level of the site.

Awards Mississippi Forestry Association Mass Timber Award - First Place with Professor Hans Herrmann

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

01 1133 20th Ave Gulfport, MS

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

CONCEPT The “New Blue Economy” sets a new path forward for the Mississippi Gulf Coast. It promises a robust economic future that will have lasting effects on the social makeup of the city and the built environment as a whole. This initiative evokes the idea of a “journey” for the city of Gulfport, one that will ultimately render various ups, downs, and turns along the way. This conceptual exploration aims to extrapolate the motif of a journey through the built environment. What does a journey look like? How do we, as designers, encourage participants to move along

a specific path? What are the consequences of that path? And, what does the final destination look like? The conceptual partis displayed in the succeeding pages begin to try to answer these questions. More specifically, they explore the ways in which a path can motivate someone to continue down it – motion, rhythm, moments along the way, viewpoints, path horizons, turning a corner. They also explore how the path interacts with massing. Hierarchically speaking, which is more important? Does the path circumvent the massing? Or, does it alter the geometry

of the mass itself? These ideas set a framework from which we can begin to understand the impact it may have on the surrounding built environment of the site. Taken literally, the journey may represent an extension of the proposed pedestrian bridge that connects directly to our site – the destination of the path aptly suited as our proposed Blue Economy Research and Interpretive Center.

Railroad Edge

US-90 Edge

30th + US-90

25th + Railroad

Port of Gulfport

20th + US-90

Beachfront Edge

MS Aquarium

01 nodes “Nodes are points, the strategic spots in a city into which an observer can enter, and which are the intensive foci to and from which he is traveling. They may be primarily junctions, places of a break in transportation, a crossing or convergence of paths, moments of shift from one structure to another...In any event, some nodal points are to be found in almost every image, and in certain cases they may be the dominant feature.” – Kevin Lynch

Gulfport Municipal Marina

Island View Casino

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02 landmarks

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US-90 - No

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05 paths

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dential - Distri

downtown public

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industrial

04 edges

“Paths are the channels along which the observer customarily, occasionally, or potentially moves. They may be streets, walkways, transit lines, canals, railroads. For many people, these are the predominant elements in their image. People observe the city while moving through it, and along these paths the other environmental elements are arranged and related.” – Kevin Lynch

residential commercial

03 districts

“Edges are the linear elements not used or considered as paths by the observer. They are the boundaries between two phases, linear breaks in continuity: shores, railroad cuts, edges of development, walls…Such edges may be barriers…which close one region off from another; or they may be seams, lines along which two regions are related and joined together. These edge elements…are for many people important organizing features, particularly in the role of holding together generalized areas, as in the outline of a city by water or wall.” – Kevin Lynch

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landmark

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path railroad path

“Landmarks are another type of point-reference, but in this case the observer does not enter within them, they are external. They are usually a rather simply defined physical object: building, sign, store, or mountain…Some landmarks are distant ones, typically seen form many angles and distances, over the tops of smaller elements, and used as radial references. They may be within the city or at such a distance that…they symbolize a constant direction…Other landmarks are primarily local, being visible only in restricted localities and from certain approaches…They are frequently used clues of identity and even of structure, and seem to be increasingly relied upon as a journey becomes more and more familiar.” – Kevin Lynch

“Districts are the medium-to-large sections of the city, conceived of as having two-dimensional extent, which the observer mentally enters “inside of,” and which are recognizable as having some common, identifying character. Always identifiable from the inside, they are also used for exterior reference if visible from the outside. Most people structure their city…with individual differences as to whether paths or districts are the dominant elements.”– Kevin Lynch

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In his seminal work The Image of the City, Kevin Lynch explores the relationship between urban design and the perception and experience of a city by its inhabitants. Drawing on interviews, maps, and personal observations, Lynch identifies five elements that contribute to a city's image: paths, edges, districts, nodes, and landmarks. Applying this framework to the city of Gulfport, Mississippi, this analysis seeks to better understand the city's built environment and its impact on the perceptions and experiences of those who live, work, and travel there. Furthermore, the analysis will serve as a lens to help identify the legibility and imageability of the city as inferred by the preceding five elements and to provide insights into the role of urban design in shaping the livability and sustainability of cities like Gulfport.

a rk

The Image of the City MAPPING PROJECT

25th + US-90

Luke Murray ARC 4733 Professor Hans Herrmann

25th + Pass Rd Industrial District Edge

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

CONCEPTUAL PARTIS

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

ya tch

ha rbo r

str ee

The site is redeveloped to connect the harbor to the waterfront. It leverages the open space below the new floating platform to incorporate kiosks for local vendors. The kiosks radiate out from massive concrete podiums supporting a mass timber waffle structure above. Two ramps and an elevator allow ease of access to a floating park that connects the “New Blue Economy” Interperative Center to the Research Center. An elevated pier bisects the site directly above an exitsting one, inviting the public to explore from harbor to beachfront. Additionally, the southern portion of the site has been redeveloped to more closely resemble the natural landscape of the Mississippi Gulf Coast, one that has been largely lost near population centers.

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

A rectangular structural grid is used to allow for an open and flexible floor plan. The entrance is provides a double height space showcasing an undulating CLT waffle structure extending down to the floor. Office space and research laboratories line the north and south edges of the plan, and vertical circulation is set within. At the center, a research vessel dive tank anchors the plan. It is aided by a long appendage extending out over the harbour to crane in research equipment and drones from docking ships.

20’-0”

30’-0”

09 08

40’-0”

30’-0”

20’-0”

01 open office space 02 conference small 03 conference small 04 conference large 05 break room 06 bathroom bank 07 admin lobby

15 interperative lower 08 filtration room 16 research vessel lab 09 men’s bathroom 10 women’s bathroom 17 fresh water lab 18 seawater lab 11 main lobby 19 pressure vessel lab 12 dive tank 20 vessel lift 13 mechanical 14 service elevator

01 first level 1’-0” = 3/64”

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

The second level houses large storage areas, two classrooms, an auditorium, and open space for public galleries. The elevated park to the east slowly ramps up to meet the second floor, inviting the public to see the work displayed by researchers in the gallery. Sky lights let in light through the waffle structure above.

30’-0”

20’-0”

30’-0”

05 04

40’-0”

10 08

30’-0”

20’-0”

01 storage 02 custodial storage 03 custodial office 04 electrical 05 men’s bathroom

07 mechanical primary 08 communication room 09 electrical primary 10 auditorium 06 women’s bathroom

11 mechanical 12 service elevator 13 classroom large 14 classroom small 15 interperative center upper

01 second level 1’-0” = 3/64”

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

01 north 1’-0” = 3/64

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

01 section 1’-0” = 1/16

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

01 detail 1’-0” = 1 1/2“ high impact rated storefront expansion joint corrugated steel deck w/ concrete fill 150 mm rigid wood fibre insulation

30’-0” 5-ply clt floor panel 3-play CLT waffle

slope away

hollow core slab aluminum panel + substructure metal sub structure

02 detail 1’-0” = 1 1/2“ high impact rated-fixed in-place window 150 mm rigid wood fibre insulation expansion joint custom aluminum frame 5-ply clt floor panel concrete topping slab vapor barrier

slope away

concealed knife plate 3-clt wall panel vapor barrier 3-ply CLT waffle aluminum panel + substructure

03 detail 1’-0” = 1 1/2“

5-ply clt roof panel vapor barrier TPO membrane cover board 150 mm rigid wood fibre insulation 3-clt wall panel vapor barrier 3-play CLT waffle 3/4” sheathing treated wire hanger aluminum screen w/ substructure

aluminum panel + substructure

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

observation tower

01 tower 1/8” = 1’-0”

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

ASSEMBLED ROOF • TPO membrane • cover board • vapor barrier • wood fibre insulation • 5-ply clt roof panel • waffle structure

waffle stru

The structure of the elevated platform pushes th timber tectonics. The waffle structure supporting th ated through Grasshopper to create an interconne that reduces the need for excessive vertical sup member of the waffle is generated with slotted member will fit into place, a condition aptly suited f

CLT MASSING PULLED FROM ASSEMBLY an undulating mass is modeled in preparation for processing through the grasshopper script

PARAMETERS • number of panels in each direction • angle of panel generation • thickness of panel • depth of slotted joint

PANELS ASSEMBLED • panels are assembled through a series of steel angles and bolted in place • panels are generated in manageable lengths to ensure sound logistics

clt waffle x-plan

clt waffle y-plane

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

ucture

he boundaries of mass he topping slab is genernected and rigid system pports. Each structural d voids where crossing for CLT panel routing.

waffle panel above 3/4” bolt, staggered

steel channel steel base plate

1/2” embedded plate 4x4 glulam column

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

2023 ARCHITECTURAL DESIGN STUDIO IVB TIMBER

TIMBER ARCHITECTURAL DESIGN STUDIO IVB

2023

2022

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

research by design

2022 / Academic Project

Project Statement

Awards Line Scale Form Design Award - First Place Honor Award Winner ARCC King Award Design Research Excellence ARCC International Conference - Accepted for Presentation

Students are to leverage “research by design” methedologies to transpose a marginalized craft tradition with an advanced fabrication technology. Research of the selected handicraft will inform the development of that craft with modern technology. Students will prototype a series of small scale explorations that will inform an architectural charrette at the end of the semester. The program will be a center for the advancement of the student’s selected craft tradition and modern fabrication method.

with Professor Hans Herrmann Professor Cory Gallo Professor Abbey Wallace Professor Suzanne Powney

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

03 New York City, NY

2022

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

INTRODUCTION Throughout Japan you can utter the word kodama and all around you will know it. “The spirit of a tree.” It remains a term still relevant today, undoubtedly a product of the country’s rich history deeply entrenched in a reverence for all things natural. Japan is dominated by volcanic soil that hostorically provided little for masons but an endless veriety of trees for carpenters. To no surprise, the vernacular architecture leans heavily timber. Japanese joinery was born of circumstance. Iron fasteners were rendered ineffective by Japan’s high humidity, paving the way for the development of tsugite and shiguchi — splicing and connecting joints that do not rely on glue, nails, or screws. The first examples of Japanese joinery can be found dating back to 3000 BCE with the

construction of simple timber stuctures framed over pits and covered in thatching, though it was not until the advent of iron tools in the Yayoi period (250 BCE-200 CE) that Japanese joinery, as we know it today, began to take form. Over the next millenium, family guilds organized with each specializing in different typologies, and the unification of the country under a single banner fostered the spread of information and techniques throughout. Consequently, the varied design and engineering requirements of the many types of structures resulted in hundreds of distintcly different joints, many of which remained largely out of reach of the public domain. The guild system was fiercly competitive and perpetuated a culture of guild trade secrets, the effects of which can still be seen today. Though, at the core of these guilds still remained

the craft, one of which its craftsmen showed immense respect. The Japanese carpenter did not enter an apprenticeship, he entered a way of life. From the moment a tree was felled, a strict and disciplined process began that echoed the care and beauty clearly visible in a completed joint. This same reverence can also be found in the tools used to fashion the wood. Historically, a carpenter’s instruments were refered to as dogu, or “instruments of the Way”. The word tool did not show adequate respect to the means of the craft, but rather demoted it. Traditional joinery would continue to dominate the architectural landscape in Japan up until the Second Industrial Revolution.

RESULTS + DISCUSSION Craft: Japanese Joinery • • • • • • • • • •

Subtractive Time intensive Use of multiple tools Requires years of experience Human error Square tools Squared corners Expensive Tools intended for one material Full range of motion

Advanced Fabrication: CNC Routing • • • • • • • • • •

Subtractive Efficient One tool Low barrier of entry Precise to 1/1000” Circular drill bit Rounded corners Cost effective Tool intended for multiple materials 3-axis

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

METHODS Although the process is vastly more advance, computer numberical control design can be broken down into 3 basic parts — input, process, and output. A computer, the input, is used to design what is to be routed using CAD or CAM softwares. Next, an interface, or the process, connecting the software to the CNC machine is used to break down the input into a set of coordinates that the CNC mahcine can use to cut materials. The CNC machine, or the output, uses the signals generated by the interface to move in the X, Y, and Z directions to cut the materials placed on the machine. Of course, as it is with all things, the actual process is not so simple. The following pages of this section will demonstrate the process used to generate the first joint as part of this research.

Input — Rhino 7 i. ii.

Process i.

Generate a 3d model within the parameters of the CNC machine Break the model into the individual parts required for the output

ii.

Calibrate interface to to desired specifications — drill speed, offset, dogbone, etc... Set 0 point for drill path

iii.

Convert 3d model to data set to generate drill path

Output i. ii. iii. iv. v.

Set up vice to desired specifications Achor material in place Run drill path, all members Sand output Assemble

Research + Analysis

Design Generation

Digital Modeling

Fabricate

Parameterize

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

BOTTLENECKS A

The two methods sha though this does not p Japanese joinery, tho suited for the 21st ce cost effective fabrica advanced fabrication interior corners. Con a geometry not easil produce joints throug

GOOSENECK

DOVETAIL

8” TYP. 1 1/2” TYP.

EXPLORATION & Iteration

2022

TOP

BOTTOM

ISOMETRIC

EXPLODED ISOMETRIC

SCARF

CATERPIL

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

AND OPPORTUNITY

are little in common other than that they are both subtractive means of fabrication. Alpresent ample opportunity, it does align the two methods within a common structure. ough a beautiful and worth while craft, requires an amount of time and energy not entury. CNC routing can address the shortcomings of the craft through efficient and ation. Time spent on one joint through traditional means would yield dozens through n. CNC routing also requires the use of circular bits, limiting the range of motion at nsequently, CNC joints are more effectively joined through curved or filleted edges, ly replicable with hand tools. On the other hand, hand tools allow the carpenter to gh subtraction at multiple planes. The capabilities of a 3-axis CNC machine does not.

LLAR

SWISS TENON

PROTOTYPING PUZZLE CUBE

2022

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

PUZZLE CUBE The puzzle cube is a prototype derived from the research done throughout the exploration process. The geometry of the cube leverages the capabilities of the CNC router by incorporating more daring curves on multiple faces of each member. The cube is 6” x 6” x 6” and is composed of 26 individual pieces of oak and poplar. Tenons of various sizes are used to hold key members in place and ensure the cube’s structural integrity. The prototype begins to describe spatial relationships as member may be removed to create negative space.

6”

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

MASSING TRANSLATION TO FORM

2022

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

PUZZLE CUBE

The translation to form is relatively linear. The parameter set outlined in the preceding research is leveraged to create a form congruent with the program. The massing begins with two equal cubes that are split similarly to the puzzle cube. The origin of dissasembled pieces is easily discernable, allowing for dynamic shifting and rotation as deemed necessary. The curves generated from the fabrication process of the early models and prototype are integrated at interior corners of dissasembled pieces of the massing. This creates a clear and direct throughline from the research to its’ architectural realization. Similar to the exterior form, the interior will follow the same organizational logic and set of parameters. The building will be in and of itself a puzzle cube, using subtraction and dynamic assemblies to meet programatic requirements.

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

2022

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

3 4 5

First Floor Plan: 1/64” = 1’-0” 1. Entry/Atrium 2. Offices 3. Men’s Bathroom 4. Women’s Bathroom 5. Assorted Galleries

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

Second Floor Plan: 1/64” = 1’-0”

1. Atrium Lounge 2. Research Pods/Meeting Space 3. Men’s Bathroom 4. Women’s Bathroom 5. Outdoor Space 6. Advanced Fabrication Shop 1 7. Advanced Fabrication Shop 2

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Third Floor Plan: 1/64” = 1’-0”

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7 10

1. Auditorium 2. Classroom 1 3. Outdoor Deck 4. Classroom 2 5. Elevator Lobby 6. Men’s Bathroom 7. Women’s Bathroom 8. Traditional Craft Workshop 1 9. Traditional Craft Workshop 2 10. Ancillary Meeting Space

2022

ARCHITECTURAL DESIGN STUDIO IVA

SECTION A: 1/64” = 1’-0”

WEST ELEVATION: 1/64” = 1’-0”

RESEARCH BY DESIGN

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

SOUTH ELEVATION: 1/64” = 1’-0”

SECTION B: 1/64” = 1’-0”

2022

ARCHITECTURAL DESIGN STUDIO IVA

RESEARCH BY DESIGN

MASSING TRANSLATION TO FORM

RESEARCH BY DESIGN ARCHITECTURAL DESIGN STUDIO IVA 2022

From Southwest

2019

DIRECTED INDEPENDENT STUDY

LEARNING GARDEN

learning garden

2019 / Directed Independent Study - Design Build Awards ASLA Honor Award 2020 ACSA Design Build Award 2023 with Professor Hans Herrmann Professor Cory Gallo Professor Abbey Wallace Professor Suzanne Powney

Proof of Concept The LivingRoom learning garden attempts to redefine what a learning garden looks like and how it functions by aligning teacher needs with food, health, and nutrition education goals. Materials for the basic typology are readily available for under $1,500.00 and can be implemented at any school using detailed design drawings. Focused on instruction, the garden provides a flexible, expandable, and maintainable approach to giving students the experience of seeing seeds grow into food they can eat. Two proof of concept site designs explore various ways the garden could be scaled, adapted, and refined. The Partnership School garden is formal application and is executed at a grand scale for a large school. While, the Galloway Elementary School garden illustrates approaches to creating a garden experience that is much more than just the individual planters. It also highlights the creative

potential of a collaborative process to include expertise from multiple disciplines as graphics, structures, and site design are seamlessly integrated into a unique and dynamic garden for school children

LEARNING GARDEN DIRECTED INDEPENDENT STUDY 2019

03 Jackson, MS

P.O.C. GALLOWAY ELMENTARY

2019

DIRECTED INDEPENDENT STUDY

LEARNING GARDEN

MODIFICATION: 3D PRINTED CONCRETE ELEMENTS DESIGN ANALYSIS FOR 3D PRINTING

CURVATURE ANALYSIS

CROSS-SECTION DESIGN

PRINTING PROCESS CONSTRAINTS

MINIMUM TURN

RADIUS

LAYER

MAXIMUM SLOPE

THE “STALK“

PLANTER SYSTEMS SHROUD

LEARNING GARDEN DIRECTED INDEPENDENT STUDY 2019

THE “PETAL”

BENCH MODULES

THE “TREE OF LIFE”

CLASSROOM SCULPTURE

P.O.C. GALLOWAY ELMENTARY

2019

DIRECTED INDEPENDENT STUDY

LEARNING GARDEN

MODIFICATION: INSTRUCTIONAL GRAPHICS RED MELON ROOM

MATH

YELLOW MELON ROOM INSTRUCTION THEMES

PE C

SEASONS

LEARNING GARDEN DIRECTED INDEPENDENT STUDY 2019

CHALKBOARD TEACHING WALLS

COLOR

TOMATO GATHERING SPACE

TIME

EAS AND CARROTS PATHS

ORDERING CIRCLES BIOLOGY

P.O.C. GALLOWAY ELMENTARY

2019

DIRECTED INDEPENDENT STUDY

LEARNING GARDEN

MODIFICATION: 3D PRINTED CONCRETE

CLASSROOM SPACE WITH WORKBENCH, STORAGE, AND CHALKBOARDS FOR LARGE CLASS ACTIVITIES

CNC DIGITAL FABRICATION PROGRAMMING SCRIPT USED TO CNC MILL 50 PIECES OF STRUCTURE AND 60 SHEETS OF PLYWOOD

EXP STO

LEARNING GARDEN DIRECTED INDEPENDENT STUDY 2019

3/4” Pressure Treated Plywood Top

Polygal Sheathing Bowerbird Slotted Joint Steel Box Rail Barn Door w/ Chalk Paint 1/2” Pressure Treated Plywood Cap 4x4 Stud Base

3/8” Plywood w/ Chalk Paint

PLODED AXON ORAGE

2021

SOLAR DECATHLON

DAWGTROT

solar decathlon

2021 / National Competition - FINALIST

Concept

U.S. Department of Energy Solar Decathlon

An ode to the classic typology of the dogtrot, the building envelope incorporates a breezeway used prevalently throughout the South during the nineteenth and early twentieth centuries to help mitigate the hot, humid climate. Our modernized approach takes advantage of the passive benefits that cross ventilation provides by cooling the external envelope. In this case, our units, though not themselves split with a breezeway, challenge the ideologies of the dogtrot and reimagine the concept at a larger scale. Coupled with a traditional porch and accompanying solar screens, our design strategies encourage the natural environment to do the heavy lifting before active building systems are incorporated. By placing the breezeway in the center of plan, we take a slightly different approach in its conceptual application. With a simple diagrammatic approach to building footprint and form,

with Student Led Team

a third fire wall between units is eliminated, thereby introducing opportunity for two unique unit plans - one of which opens into the breezeway. The buildings are arranged on a grid such that the breezeways line up on a datum. Naturally, the vacuum created by positive and negative pressure doubles as air condidtioning in the summer by using operable clerestory windows to vent rising hot air. This circulation ensures that the residents are supplied fresh outside air which increases occupant comfort and health while remaining cost effective throughout the life of the building. Residents are encouraged to utilize this passive cooling strategy by propping open their door and opening their clerestory windows on a beautiful day.

DAWGTROT SOLAR DECATHLON

2021

04 Starkville, MS

2021

SOLAR DECATHLON

DAWGTROT

Concept

“DAWGTROT” RENDERING

take a slightly different approach in its conceptual application. With a simple diagrammatic building footprint and form, a third fire wall between units is eliminated, thereby introducing opportunity for two unique unit plans - one of which opens into the breezeway. The buildings are arranged on a grid such that the breezeways line up on a datum. Naturally, the vacuum created by positive and negative pressure doubles as air condidtioning in the summer by using operable clerestory windows to vent rising hot air. This circulation ensures that the residents are supplied fresh outside air which increases occupant comfort and health while remaining cost effective throughout the life of the building.

DAWGTROT SOLAR DECATHLON

2021

Site The site was selected based on access to local amenities, accessibility, visibility, and potential future expansion. Within walking distance north of the site, the Cotton District is a community focal point lined with restaurants, bars, and local shops. MSU students and faculty alike are drawn to this hub not only for the amenities, but also for large annual events that embody the University’s local traditions. Further west, downtown Starkville terminates the axis at the other end of the university. The Cotton District serves as a bridge between the two, blending the city residents with MSU students and faculty. Proposed as faculty housing, Dawgtrot’s visibility and means of accessibility in the immediate community is acutely critical. Because our site is centrally located between downtown, the Cotton

District, and the campus, we have attempted to develop a walkable edge condition for Russell Street since foot traffic is so high. This not only provides a high degree of visibility for the project, but also establishes the site within a network of options for transportation – one of which is bike culture. Residents are encouraged to reduce their carbon footprint by utilizing multiple eco-friendly forms of transit. Only using 0.9 acres, Dawgtrot’s minimal footprint harnesses the ability to expand in the future. With record breaking student enrollment for six straight years, future expansion will help accommodate an inevitable growth of faculty.

Russell

Future Development Zone

Street

Building I

Historic Mill Conference Center

Parking Pavilions

Building II

rth No

Mercantile Street (Access Road)

Courtyard by Marriott

Hig

hw ay

Hig

Guest/Public Parking

hw ay

uth

Building III

2021

SOLAR DECATHLON

SKETCHES

FLOOR PLAN

DAWGTROT

DAWGTROT SOLAR DECATHLON

2021

NORTH ELEVATION

SOUTH ELEVATION

EAST ELEVATION

WEST ELEVATION

2021

SOLAR DECATHLON

DAWGTROT

POWDER COATED STEEL CHANNEL

UNDESIRABLE DAYLIGHTING

DESIRABLE DAYLIGHTING

ROUTED CORTEN STEEL

SHADOW LINE AS CAST BY BUILDING ENVOLOPE MIDWAY BETWEEN THE SPRING EQUINOX AND SUMMER SOLSTICE

Solar Screens Dawgtrot incorporates screens on the south porch that were created based on the local sun path. These screens were created with a custom Grasshopper script through Rhinoceros7 in which parameters change in relation to solar patterns on the south façade. The roof overhang takes on most of the shading during the day, but the screens allow filtered light into the unit spaces at a level more comfortable to humans. The screens are attached to a metal c-channel at the top and bottom to remain flexible per unit. When the winter sun is lower in the sky, the screens can be moved on the track to allow direct solar gain to heat up the exposed concrete floors. Heat captured in the floor will dissipate at night, thereby warming the house without stressing the conditioning unit.

GRASSHOPPER SCRIPT

DAWGTROT SOLAR DECATHLON

2021

Covered Parking + Planters According to our market survey, covered parking is a high priority for many residents. We showcase a set of unique covered parking structures that are modular in nature that provide a clever way to collect rainwater that is then repurposed for landscape irrigation. This rainwater collection is realized through bioretention planters at the foot of the structures, planted with ornamental grasses to enhance the aesthetic. Residents reserve at least one covered space and visitor parking remains on the untouched parking surface that exists west

of our lot. Residential car chargers are located under the structures to mitigate the risk of electrical damage by rainwater.Two of the nine covered parking structures on the site are used for water collection. This leaves an opportunity to collect the water off the carports that are not needed and utilize it in a bioretention system. Rainwater seeps down to the bottom of the planter and is filtered back through the growing medium, supplying the planted grass, filtering unwanted pollutants from the metal roof, and recharging the ground.

SOLAR PANELS ALUMINUM STANDING SEAM ROOF

6X6 TUBE STEEL

TYPICAL UNIT

2X6 TUBE STEEL CONCRETE PLANTERS

RAINWATER COLLECTION GUTTERS

9’ X 18’ PARKING STALLS

2021

PROFESSIONAL

KLIGERMAN ARCHITECTURE & DESIGN

professional work

2021 - 2023 / Kligerman Architecture & Design

“Kligerman Architecture & Design is known for distinctive design rooted in tradition but modern in its sculptural forms, taut detailing, glass expanses, and often a touch of whimsy. Our architecture and interior department work collectively or independently with outside partners. We collaborate with our clients, craftsmen and colleagues to produce personalized living environments as well as the occasional public building that receives the same level of intimate detail. We realize our projects through traditional handicraft and cutting-edge processes. Structures are imagined in impressionistic watercolors and communicated through sketches; they are also digitally rendered and designed using the latest technologies, including our in-house 3D printer and Virtual Reality renderings . From these initial designs through construction, we focus on selecting the best materials. Enduring material integrity is a hallmark of our work.” -From KAD Website

KLIGERMAN ARCHITECTURE & DESIGN PROFESSIONAL 2021

05 Starkville, MS

2021

PROFESSIONAL

KLIGERMAN ARCHITECTURE & DESIGN

VASSAR - DALLAS, TX

2 A4.05

1 A4.02

______________

FIRST FLOOR PLAN

SECOND FLOOR PLAN

J 1 A4.00

______________

I STEAM SHOWER 133G

W.C. 133C

W.C. 133D

VEST. 133B

PRIMARY BATHROOM 133

MOTOR COURT

BIKE STORAGE 128

VEST. 133A

GARAGE 129

WINE STORAGE 102G

PRIMARY DRESSING 132A

DRIP-DRY

HALL 102E

LAUNDRY 127A

W.C. 102D

4 A4.01

______________

1 A4.05

DOG 126

______________

VEST 127B

PRIMARY BEDROOM 131A

PRIMARY DRESSING, CONT'D. 132B

POWDER 102C

W/D

VEST. 123

W.I.C. 101B

LADDER TO AV STORAGE

OPEN TO BELOW

POWDER 122A

W.C. 122B

AV ACCESS 101E

HALL 120

2 A4.00

______________

HALL 102B

D O .2 4

SPEAKEASY 102A

MUD 124 I TS9 6 3 8 6 1 1 4 3 E N 1 1 4 5

PRIMARY VESTIBULE 131B

G 1 A4.04

FOYER 101A

GALLERY COURT

______________

SECONDARY STAIR HALL 118

PANTRY 121

HALL 130

GALLERY 110

GALLERY 112

BAR 111B

VEST. 113A

VEST. 105B DINING ROOM 113

FAMILY ROOM 116

W.C. 105C

LIVING ROOM 111A

VEST. 113D

VEST. 113C

KITCHEN 115

HALL 101C

VEST. 113B

GALLERY 114

3 A4.00

______________

HALL 101D

PRIMARY STAIR 101C

1.11 4 A4.00

______________

VEST. 108A

POWDER 105A

W.I.C. 108B

VEST. 109B

SCREENED PORCH 117

1 A4.01

______________

LIBRARY 109

@ RADIANT FLOORING PORCH SOUTH COVERED

ORING FLO CH POR IANT RAD EENED @ SCR

GUN SAFE 109A

A HB

POWDER 105A

2 A4.01

______________

2 A4.02

POOL HOUSE PH101

______________

STORAGE PH104

11 2 A4.03

______________

D 3 A4.03

1.2 A4.00

______________

POOL BAR PH102

1 A4.03

______________

C B

3 A4.03

______________

C B

3 17 16

1 1 MAIN LEVEL PLAN 1/8" = 1'-0"

SHEET SPECIFIC GENERAL NOTES:

330 West Forty-Second Street New York, NY 10036 212 268 0128

1. WALL TYPES: TYP. INTERIOR WALL TYPE IS B1 U.O.N. ALL INT. WALLS AT EXT. WALLS AND TO INACCESSIBLE SPACES ARE TO BE B2. U.N.O. 2. PROVIDE OPEN JOIST BAYS AT CL OF WINDOWS AND DOORS FOR HVAC FLOOR DIFFUSERS ON MAIN LEVEL FLOOR FRAMING 3. COORDINATE UPPER LEVEL FRAMING WITH MAIN LEVEL RECESSED LIGHT LOCATIONS & HOUSING SPECS. / COORDINATE SECOND FLOOR CEILING FRAMING AND ATTIC FLOOR FRAMING WHERE REQUIRED WITH RECESSED LIGHT LOCATIONS AND HOUSING SPECS. 4. PROVIDE HURRICANE TIES AS REQUIRED 5. FILL FLOOR JOIST BAYS INSIDE 18" WITH INSULATION AT EXT. WALLS INSIDE STEM WALL. 6. PROVIDE DOUBLE JAMB STUDS AT OPENINGS UNDER SIX FEET AND TRIPLE JAMB STUDS AT OPENINGS OVER SIX FEET, AND TRIPLE STUDS AT CORNERS. 7. EXTERIOR SHEATHING IS TO BE 3/4" PLYWOOD, TYP.

8. DO NOT MIX TJI'S AND CONVENTIONAL LUMBER IN THE SAME FLOOR DECK 9. HOLD T.O. STEEL BEAMS AND MICROLAMS 3/4" BELOW DECKING FOR SHRINKAGE 10. PROVIDE DOUBLE SILL AND TOP PLATES, SEE STRUCTURAL DRAWINGS 11. PROVIDE PRESSURE TREATED SILLS 12. PROVIDE FIRESTOPPING / FIREBLOCKING PER APPLICABLE CODES 13. REFER TO LANDSCAPE ARCH. DWGS FOR ALL GRADING & HARDSCAPE INFO. 14. FOUNDATIONS SHOWN IN ARCH. DWGS. ARE FOR DESIGN INTENT AND COORDINATION WITH INT. SPACES. SEE STRUCT. DWGS. FOR SPECIFIC INFORMATION ON FOUNDATION WALLS INCLUDING BUT NOT LIMITED TO: PIER LOCATIONS, STEPS IN THE T.O. WALL ELEVATION, FACES OF STEM WALL, BRICK SHELVES, AND THEIR ASSOCIATED ELEVATIONS. 15. COORDINATE SE FOUNDATION DESIGN WITH REQUIREMENTS FOR MEP PENETRATIONS. ALL PENETRATION LOCATIONS AND DETAILING TO BE COORDINATED WITH ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK.

SOUTHWEST VIEW

SEAL & SIGNATURE:

KEY PLAN:

6905 VASSAR AVENUE

REVISION SCHEDULE

DRAWING ISSUES Description

Date

ISSUE FOR PRELIMINARY PRICING ISSUE FOR PERMIT ISSUE FOR COORDINATION

06/19/2020 09/15/2020 12/18/2020

2 4 6 9 10 11 13 17

Revision

REVISION #2 REVISION #4 REVISION #6 REVISION #9 REVISION #10 REVISION #11 REVISION #13 REVISION #17

Date

03/05/21 06/25/21 10/26/21 12/17/21 03/31/22 07/06/22 09/06/22 01/30/23

MAIN LEVEL PLAN

PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY:

A1.01 1/8" = 1'-0"

UPPER LEVEL PLAN

A1.02

1/8" = 1'-0"

20005 03/05/2021 Author Checker

SHEET SPECIFIC GENERAL NOTES:

3/21/2023 3:29:54 PM

1 A1.01

330 West Forty-Second Street New York, NY 10036 212 268 0128

8. DO NOT MIX TJI'S AND CONVENTIONAL LUMBER IN THE SAME FLOOR DEC 9. HOLD T.O. STEEL BEAMS AND MICROLAMS 3/4" BELOW DECKING FOR SHR 10. PROVIDE DOUBLE SILL AND TOP PLATES, SEE STRUCTURAL DRAWINGS 11. PROVIDE PRESSURE TREATED SILLS 12. PROVIDE FIRESTOPPING / FIREBLOCKING PER APPLICABLE CODES 13. REFER TO LANDSCAPE ARCH. DWGS FOR ALL GRADING & HARDSCAPE I 14. FOUNDATIONS SHOWN IN ARCH. DWGS. ARE FOR DESIGN INTENT AND COORDINATION WITH INT. SPACES. SEE STRUCT. DWGS. FOR SPECIFIC INFORMATION ON FOUNDATION WALLS INCLUDING BUT NOT LIMITED TO: LOCATIONS, STEPS IN THE T.O. WALL ELEVATION, FACES OF STEM WALL SHELVES, AND THEIR ASSOCIATED ELEVATIONS. 15. COORDINATE SE FOUNDATION DESIGN WITH REQUIREMENTS FOR MEP PENETRATIONS. ALL PENETRATION LOCATIONS AND DETAILING TO BE COORDINATED WITH ARCHITECT PRIOR TO PROCEEDING WITH ANY WOR

J 1 A4.00

______________

241

(CENTER SKYLIGHTS OVER LAUNDRY ROOM OPENING)

3'-11 1/8" 3'-11 1/4" 3'-11 1/4" 3'-11 1/4" 3'-11 1/8" SKYLIGHTS W/ LCC CRICKETS 237

236

235

234 YOGA STUDIO 218A

MECH. 216

UNFINISHED ATTIC SPACE 220

4 A4.01

______________

1 A4.05

______________

STORAGE 219

VEST. 218B

AV ROOM 217

2 A4.00

______________

LADDER TO BELOW LINEN 215

OPEN TO BELOW

G F

OPEN TO BELOW 1 A4.04

OPEN TO BELOW

______________

SECONDARY STAIR HALL 214

ELEVATOR VEST 208B

LANDING 201

3 A4.00

HALL 206

HALL 208A

______________

HALL 211 VEST 209B

LAUNDRY 212

SHOWER 213E BEDROOM #3 213A

BALCONY 213F

W.C. 213F

W.C. 204H

BUNK ROOM 209A

PRIMARY STAIR 202 MECHANICAL 205

2 4 A4.00

W.I.C. 204D

W.I.C. 207C

BUNK BATH 209C

W.I.C. 210C BEDROOM #2 210A

VEST, 207B

BEDROOM #1 207A

VEST 210B VEST. 213B

BUNK BATH 209D

SHOWER 210D

BATH #1 207D

1.11

______________

VEST. 204F

SHOWER 207E

4 SECONDARY BATHROOM 204E

Ai3.109-03 2 3

HALL 204C

VEST. 204B

W.I.C. 203

E BATH #3 213D

1 A4.01

______________

SECONDARY BEDROOM SUITE 204A

CLOSET 213C

A ? ?

2 A4.01

______________

2 A4.02

______________

1.2 A4.00

______________

11 2 A4.03

______________

1 A4.03

______________

17 16 2

SEAL & SIGNATURE:

KEY PLAN:

6905 VASSAR AVENUE

REVISION SCHEDULE

DRAWING ISSUES Description

Date

ISSUE FOR PRELIMINARY PRICING ISSUE FOR PERMIT ISSUE FOR COORDINATION

06/19/2020 09/15/2020 12/18/2020

2 4 6 8 9 10 11 13

Revision

REVISION #2 REVISION #4 REVISION #6 REVISION #8 REVISION #9 REVISION #10 REVISION #11 REVISION #13

Date

03/05/21 06/25/21 10/26/21 11/19/21 12/17/21 03/31/22 07/06/22 09/06/22

UPPER LEVEL PLAN

PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY:

20005 03/05/2021 Author Checker

A1.02 1/8" = 1'-0"

3/21/2023 3:31:02 PM

RK.

SLOP

1 A4.02

______________

INFO.

: PIER L, BRICK

2 A4.05

______________

CK RINKAGE S

KLIGERMAN ARCHITECTURE & DESIGN PROFESSIONAL 2020

2021

PROFESSIONAL

KLIGERMAN ARCHITECTURE & DESIGN

15'-3 7/16"

5 Ai4.210-01 3 Ai4.210-01

4 Ai4.210-01

7A Ai4.210-01

10 Ai4.210-01

9A Ai4.210-01

3/4"

Ai4.210-01

5/8"

STEEL OUTRIGGER TO SUPPORT WEIGHT OF DESKTOP.

BOOKSHELF

Ai4.210-01

BOOKSHELF

1'-2"

ADJUSTABLE SHELVING

1'-10 1/8"

1'-4 3/8"

STEEL OUTRIGGER TO SUPPORT WEIGHT OF DESKTOP.

1'-2"

WHITE OAK INTERIOR

WHITE OAK DESKTOP WOOD CABINETRY, PTD. 2 Ai4.210-01

4'-9 3/4" 2'-5 1/16" FIN.

4 3/4" FIN.

2'-5 1/16" FIN.

BEDROOM #2 210A

BEDROOM #2 210A ENLARGED MILLWORK PLAN 1 1/2" = 1'-0"

19 Ai4.210-01

1/2"

16 Ai4.210-01

B.O. FIN. MILLWORK

+6'-10"

2" T.O. CASING +7'-1 3/8"

SEE PLAN

1 1/8"

3/4"

1 3/8"

1 7/8"

1 1/4"

ADJUSTABLE SHELVING

1/4"

1'-7"

8B Ai4.210-01

1/4"

5/8"

CABLE CUTOUT CAP

8B Ai4.210-01

3" = 1'-0"

PANEL "B"

9B Ai4.210-01

3" = 1'-0"

1 3/8"

Ai4.210-01

1 3/8"

KNIFE EDGE PULL, UNLACQUERED BRASS

18 Ai4.210-01

PANEL "A"

7B 11 Ai4.210-01

KNIFE EDGE PULL, UNLACQUERED BRASS

1/4"

ADJUSTABLE SHELVING

1/4"

6'-7 3/8"

WOOD DOOR, PTD. TO MATCH GYP. BRD. WALLS

4'-1 1/4"

1/4"

7B Ai4.210-01

14 Ai4.210-01

1 3/8"

1 Ai4.210-01

4 3/4" FIN.

5'-2 7/8" FIN.

2'-1 3/16" FIN.

T.O. DESK

1 7/8"

+2'-6"

1/2"

PENCIL DRAWER

WALL CAVITY

1/4"

3'-0"

REMOVEABLE PANEL ON MAGNETS

1/2"

2 3/8" 1"

BEDROOM #2 210A - SECTION "A" 1 1/2" = 1'-0"

1 1/4"

7A Ai4.210-01

BEDROOM #2 210A - SECTION "B"

Ai4.210-01

BEDROOM #2 210A - SECTION "C" 1 1/2" = 1'-0"

Ai4.210-01

1 3/4"

1/4" 1/8"

1/8" 1/2"

1'-0 7/16"

WOOD DOOR, PTD. TO MATCH GYP. BRD. WALLS

BLOCKING AS REQ.

1/8" GAP

2 3/8"

Ai4.210-01

3'-0"

1'-0 1/16"

1 1/2" = 1'-0"

1/8" GAP

1 1/4" 3/8" GAP 1/8"

UPPER LEVEL F.F.E. 13' - 0"

REMOVEABLE PANEL ON MAGNETS CABLE CUTOUT CAP ABOVE

UPPER LEVEL F.F.E. 13' - 0"

1 1/2"

BLOCKING AS REQ.

15 Ai4.210-01 UPPER LEVEL F.F.E. 13' - 0"

Ai4.210-01

1 3/8" 1 3/8"

1 3/4"

1'-4 1/2"

1/8"

3/4"

1/4"

Ai4.210-01 12 Ai4.210-01

1/2"

5'-0 11/16" 12 Ai4.116-02

DESK ABOVE

1/8"

1 3/4"

INTEGRATED LIGHTING

UPPER LEVEL F.F.E. 13' - 0"

WOOD DOOR, PTD. TO MATCH GYP. BRD. WALL

13 Ai4.210-01

BEDROOM #2 210A - DETAIL "H" 1 1/2" = 1'-0"

14 Ai4.210-01

DETAIL "I" 3" = 1'-0"

INTERIOR DETAILING

SHEET SPECIFIC GENERAL NOTES:

330 West Forty-Second Street New York, NY 10036 212 268 0128

1.) ALL MILLWORK TO BE SOLID STOCK, RIFT SAWN & QUARTERED UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR SPECIES & FINISH. ALL CABINETRY INTERIORS TO BE WHITE OAK, SOLID STOCK, RIFT SAWN & QUARETERED U.O.N. 2.) ALL ADJUSTABLE SHELVING TO INCORPORATE MAGIC WIRE. PEG HOLES NOT TO RECIEVE METAL GROMMET. 3.) UTILIZE FELT BUMPER PADS IN LIEU OF RUBBER BUMPER PADS, TYP. FELT COLOR TO MATCH CABINETRY FINISH AS CLOSELY AS POSSIBLE. 4.) UTILIZE RARE EARTH MAGENTIC CABINETRY DOOR CATCHES, TYP. 5.) MILLWORKER TO DETERMINE REQUIRED QUANTITY OF HINGES PER DOOR. HINGES SHOWN IN IKB DRAWINGS SOLEY FOR ALIGNMENT. 6.) MILLWORKER TO ENSURE THAT DOORS WON'T WARP. ARCHITECT TO BE NOTIFIED OF ALL REQUIRED DESIGN ADJUSTEMENTS. 7.) ALL INTERIOR DOORS TO INCORPORATE PHANTOM STYLE DOOR STOPS, U.O.N. 8.) ALL ELECTRICAL RECEPTACLES TO BE CENTERED ON WALLS. G.C. TO REVIEW ELECTRICAL RECEPTACLES AND SWITCHES W/ ARCH. & OWNER PRIOR TO INSTALLATION. 9.) NO HARDWOOD FLOORING PLANKS "IN THE FIELD" SHORTER THAN 54" 10.) ALL ELEMENTS NOTED AS CYPRESS TO REMAIN NATURAL (NO STAINS OR CLEAR COATS). WOOD GRAIN TO BE AS STRAIGHT, LINEAR & MONOCHROMATIC AS POSSIBLE.

15 Ai4.210-01

BEDROOM #2 210A - DETAIL "J" 3" = 1'-0"

SEAL & SIGNATURE:

6905 VASSAR

KLIGERMAN ARCHITECTURE & DESIGN PROFESSIONAL 2021

11 Ai4.210-01

5/8"

1/8" 1 1/4" 1/2" 1/4"

PENCIL DRAWER

BEDROOM #2 210A - DETAIL "F" 3" = 1'-0"

1/4" RECESSED PANEL

1/4"

1 1/4"

1/8" GAP

1 3/8"

1/2" 1 3/8"

1'-3 1/4"

1'-4 3/8"

1'-3 1/4"

1 3/8"

1/2"

1 3/8"

BEDROOM #2 210A - DETAIL "B"

3" = 1'-0"

Ai4.210-01

1 3/8"

BEDROOM #2 210A - DETAIL "C" 3" = 1'-0"

1/4"

Ai4.210-01

1 3/8"

1/8" 1 3/4" 1/2"

1/4"

2" 1 3/8"

3 3/8"

DETAIL DRAWN THROUGH RADIUSED WALL, ALL MILLWORK TO FOLLOW RADIUS, VERIFY RADIUS IN FIELD

VERTICAL LED LIGHTING

1 3/8"

GAP 1/8"

ALIGN W/ GROOVES

HINGED ACCESS TO CABLE CAVITY BELOW

1/8" 1" 1/8"

1 3/8"

1 3/8" 2"

+7'-1 3/8"

1/2"

1/4" RECESSED PANEL

134 .95°

1 3/8"

T.O. CASING

" GAP 1/8

GYP. WALL., PTD.

1/4" RECE SSED PA NEL

11 1/2"

Ai4.210-01

20 Ai4.210-01

1/4" RECESSED PANEL

1 3/8"

EURO-STYLE HINGE

2'-1 3/16" FIN.

1/2"

3 1/4"

1 3/4"

0° 5.0 10

1/2"

1/8" GAP 1 3/8" 1/4" RECESSED PANEL 3/4"

1 3/8"

12" MIN.

1 7/8" 2 3/8"

3" = 1'-0"

1'-4 3/8"

ADJUSTABLE SHELVING

REMOVEABLE PANEL & MAGNET

BEDROOM #2 210A - DETAIL "A"

2 Ai4.210-01

5 1/4"

4 1/2"

1 3/4"

1/4" BASE BELOW

1 3/8"

1/8" GAP

CABLE CUTOUT CAP

1/4" BASE BELOW

GYP. BRD., PTD. 5/8"

WHITE OAK TABLETOP

3/4"

EURO-STYLE HINGE

WOOD 1/2" PLYWOOD 5/8"

1/4"

1/2"

UNLACQUERED BRASS TRIM

1/2"

1'-3 3/8"

5/8" 1"

1 1/4" 1/2"

UPPER LEVEL F.F.E. 13' - 0"

1/2"1 3/8"

1 3/8"

Ai4.210-01

1/4"

1/2"

1/8" 1 3/8" 5/8"

T.O. CASING

R AVENUE

5 3/4" 1 3/8"

BEDROOM #2 210A - DETAIL "L" 3" = 1'-0"

1 1/4" 1/8"

5 7/8"

1 3/8"

18 Ai4.210-01

+7'-1 3/8" 2"

1/2" 1/4"

3" = 1'-0"

1/2"

1/4"

+7'-1 3/8"

BEDROOM #2 210A - DETAIL "K"

3" = 1'-0"

1/8"

KNIFE EDGE PULL, UNLACQUERED BRASS T.O. CASING

1/2"

1 1/4"

BEDROOM #2 210A - DETAIL "G"

1/4"

5/8"

3" = 1'-0"

1 3/8"

1 1/2" = 1'-0"

19 Ai4.210-01

BEDROOM #2 210A - DETAIL "M"

3" = 1'-0"

KEY PLAN:

Ai4.210-01

REVISION SCHEDULE

DRAWING ISSUES Description

Date

9 10 11

Revision

REVISION #9 REVISION #10 REVISION #11

Date

12/17/21 03/31/22 07/06/22

BEDROOM #2 210A - DETAIL "N" 3" = 1'-0"

BEDROOM #2 210 - DETAILS

PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY:

20005 12/17/2021 Author Checker

Ai4.210-01 As indicated

3/21/2023 6:05:25 PM

1 3/8"

BEDROOM #2 210A - DETAIL "E"

1/8"

1 7/8"

11 1/4"

ALIGN W/ GROOVES

11 1/4"

1/4" RECESSED PANEL

VERTICAL LED LIGHTING

BEDROOM #2 210A - SECTION "D"

1 3/8"

RECESSED PANEL 1/4"

3/4" 1/4"

2 3/8"

2 3/4"

1 3/8"

MOVEABLE PANEL ON MAGNETS

1/2"

1 3/8"

3 5/8"

WALL CAVITY

1 3/8"

1 1/4"

4 1/4"

3" = 1'-0"

1/4" RECESSED PANEL

1/4" 3" = 1'-0"

1 3/8" ALIGN W/ GROOVES

1/8" 1/2" 5/8"

3'-0"

1/4" RECESSED PANEL 1 3/8"

1 3/8" 4 5/8"

1 3/8" ALIGN W/ GROOVES 1 3/8" ALIGN W/ GROOVES

PANEL "C"

1 3/8"

1/8"

BEDROOM #2 210A - DETAIL "D"

5 Ai4.210-01

UPPER LEVEL F.F.E. 13' - 0"

1 7/8"

1/2"

1'-3 3/8"

1/8" 1/2" 5/8"

FIXED SHELVING

3/4" 5/8"

1/8" 1/8"

ALIGN W/ GROOVES

1 1/8"

1 3/8"

1/2"

9B Ai4.210-01

1/8"

2021

PROFESSIONAL

KLIGERMAN ARCHITECTURE & DESIGN

41 1B ______ PRES A3.01SK - 07

32 1A ______ PRES A3.01SK - 07

POOL CABANA BATH 131

PLANTER 159

162

160

HALL 122

BREAKFAST 114

CL-A

1 A3.09

______________

FIN. FLR. 920'-0"

MAIN STAIR HALL 120

KITCHEN 113

149

FIN. FLR. 920'-0" / 280.416 m

185

2 ______ A3.02

170

CL-A

3'-2 7/16"

100'-6 1/2"

CL-8

CL-4

20'-0"

3'-2 7/16"

CL-B

21 ______ PRES A3.04SK - 01

CL-3

MAIN PATIO G104 SEE LANDSCAPE DWGS

PAVERS

3'-2 7/16"3'-2 7/16"

FIN. TERRACE 919'-4 1/4" (280.218 m)

CL-C SWIMMING POOL SEE LANDSCAPE DWGS.

GRASS

1 ______ A3.02

CL-7

B / A2.11B C / A2.11C

1 ______ A3.04

150

LIVING ROOM 110

147

128

2 A3.09

______________

104

SOUTH HALL 103

FOYER VEST. 101A 127

126

105

2 A3.09

______________

CL-D

125

145

A / A2.11A C / A2.11C

FIN. GRADE 905'-6 1/8" (276.000 m)

CL-1

144

1 ______ A3.03

CL-9

PRIMARY SUITE HALL 104

CL-9 CL-5

JAPANESE GARDEN G102

CL-E

2 ______ A3.06

103

FIN. FLR. 920'-0"

PRIMARY BATH 106

106B

CL-F

FIN. FLR. 918'-6"

106C

7 139

140

138

HER DRESSING 107

DESCRIPTION

DATE

SITE PLAN APPLICATION

2019/10/21

SITE PLAN - RESUBMISSION

CL-B PC-1

SHOWER

238

BATH 3 207A

224

CLOSET 2 205D

SHOWER

CL-2

2020/04/21 2020/09/01 2021/09/29

SITE PLAN - AMEND. FINAL

2021/09/29

RE-ISSUED FOR PERMIT

2022/02/18

FOR CONSTRUCTION

2022/06/10

21 ______ PRES A3.04SK - 01

CL-3

226

3 ______ A3.04

CL-C

227

1 ______ A3.02

228 229

CLOSET 3 207D

CL-7

230 231

237

236

1 ______ A3.04

232

BEDROOM 3 207

233

FIN. FLR. 935'-0"

2 A3.09

______________

CL-8

CL-4

225

LAUNDRY & ATTIC ACCESS 206

235

2 A3.09

______________

CL-D

234

1 ______ A3.03

2 ______ A3.06 L02

L01

CL-9 4 CL-6 ______

CL-9 CL-5

CL-E 1 ______ A3.06

A3.03

DRAWING ISSUES

SITE PLAN - RESUBMISSION 2 2020/07/10 ISSUED FOR PERMIT SITE PLAN - AMEND.

212

213

DESCRIPTION

DATE

SITE PLAN APPLICATION

2019/10/21

SITE PLAN - RESUBMISSION

2020/04/21

SITE PLAN - RESUBMISSION 2 2020/07/10 ISSUED FOR PERMIT

134

CL-7

CL-F 3 ______ A3.03

# DESCRIPTION

DATE

2 REVISION 2 3 REVISION 3 6 REVISION 6 7 REVISION 7

2022/08/17 2022/12/16 2023/04/06 2023/07/20

2020/09/01

SITE PLAN - AMEND.

2021/09/29

SITE PLAN - AMEND. FINAL

2021/09/29

RE-ISSUED FOR PERMIT

2022/02/18

FOR CONSTRUCTION

REVISIONS 2 ______ A3.01

106A

PRIMARY BEDROOM 105

102

HIS DRESSING 109

BATH 2 205A

239

CL-1

133

1000# SAFE

215 ______ PRES A3.03SK - 06

241

DRAWING ISSUES POWDER 102A

211

FIN. FLR. 930'-11 1/2"

216

218

220

223

242

240

1 ______ A3.06

CLOSET 102C

1 A3.09

______________

210

221

2 ______ A3.02

CL-E

FIN. FLR. 920'-0"

FIN. FLR. 918'-6"

215

CL-G

______ A8.05D

A3.06

209

222

CL-C

CL-D

102 Avenue Road Toronto, Ontario M5R 2H3 T: (416) 787-7575/F: (416) 787-0635 e-mail: mail@rwainc.ca

DN 5 ______ A3.06 ______ 3

SHOWER

BEDROOM 4 202

CL-E

CL-6

142

BEDROOM 2 205

BATH 4

208

FIN. FLR. 930'-11 1/2"

ENTRY PODIUM G101

101

4 ______ A3.03

143

141

FOYER 101

FIN. FLR. 933'-10 1/8" 219

UPPER HALL 203

243

LINE OF ROOF OVERHANG ABOVE

MAIN STAIR HALL 201

201

CLOSET 1 204D SHOWER

244

W.C.

205

251

FIN. FLR. 935'-0"

WC BATH 1 204A 245

168

3 ______ A3.04

FIN. FLR. 920'-0"

ARCHITECT INC.

OPEN TO BELOW

1 A3.09

______________

CL-B

169

PC-1

151

148

RICHARD WENGLE 207

206

204

203 202

250

180

181

248

BEDROOM 1 204

1 A3.09

______________

167

171

172

182

CL-2

DINING ROOM 111

CL-D

CL-G

GUEST BATH 127

GUEST ENTRY 124

183

184

152

2 ______ A3.02

CL-C

GUEST GARDEN G108

163B

POOL CABANA KITCHEN 130

OUTDOOR KITCHEN G109

NORTH HALL 119

SITTING ROOM 112 WEST TERRACE G105

______ A8.05D

179

153

CL-B

FIN. FLR. 919'-0"

W.C. 121A POWD. 121

STORAGE 118

166

FAMILY ROOM 123

HOISTWAY (54x70.5) 122B

BUTLER'S PANTRY 113A

154

GUEST BEDROOM 126

GUEST LIVING 125

A3.06

102 Avenue Road Toronto, Ontario M5R 2H3 T: (416) 787-7575/F: (416) 787-0635 e-mail: mail@rwainc.ca

T.O. WALL

FIN. FLR. 920'-0"

DN 5 ______ A3.06 ______ 3

DN 2R

COUNTRY HOUSE

158

L A CORNUE F RANCE

ARCHITECT INC.

919'-11 1/8" (280.392 m)

161

PANTRY 116

L A CORNUE F RANCE

249

RICHARD WENGLE

157

WALK-IN 117

500 Fifth Avenue, 45th Floor New York, New York 10110 212 268 0128

PC-1

6 ______ A3.06 247

165

164 156

1A 32 ______ PRES A3.01SK - 07

1B 41 ______ PRES A3.01SK - 07

500 Fifth Avenue, 45th Floor New York, New York 10110 212 268 0128

PC-1

DOGS GARDEN G107

WINE 115

4 ______ A3.06

A3.06

6 ______ A3.06

155

CL-2

CL-1

CL-8

CL-4

CL-3 ______ 4

FIN. GRADE 905'-6" (275.996 m)

COUNTRY HOUSE

A / A2.11A

B / A2.11B

CL-2

CL-1

CL-8

CL-4

CL-3

2022/06/10

REVISIONS 2 ______ A3.01

CL-7

# DESCRIPTION

DATE

3 REVISION 3 6 REVISION 6

2022/12/16 2023/04/06

CL-F

PRIMARY SUITE GARDEN G103

3 ______ A3.03

CL-F PERGOLA, GARDEN, AND WATER FEATURE, SEE LANDSCAPE DWGS.

SEAL & SIGNATURE:

HER DRESSING 108

SEAL & SIGNATURE: 215 ______ PRES A3.03SK - 06

DN FIN. FLR. 918'-6"

MAIN FLOOR - KEY PLAN

T.O. WALL 919'-11 5/8" (280.406 m)

1/8" = 1'-0"

MAIN FLOOR - KEY PLAN

A2.01

1/8" = 1'-0"

SOUTHWEST VIEW

CL-6

FIRST FLOOR PLAN

DATE: PROJECT No: DRAWING BY: CHK BY: DWG No:

MAY 16, 2019 18023 Author Checker

A2.01

IF THIS SHEET IS NOT 30 X 42 IT HAS NOT BEEN PRINTED TO SCALE

2 ______ A3.03

CL-5

7/20/2023 12:08:00 PM

7/20/2023 12:07:56 PM

IF THIS SHEET IS NOT 30 X 42 IT HAS NOT BEEN PRINTED TO SCALE

136

FIN. GRADE 905'-6 1/8" (276.000 m)

UPPER FLOOR - KEY PLAN

2 ______ A3.03

CL-5

CL-6

1/8" = 1'-0" DATE: PROJECT No: DRAWING BY: CHK BY: DWG No:

UPPER FLOOR - KEY PLAN

A2.02

1/8" = 1'-0"

MAY 16, 2019 18023 Author Checker

A2.02

KLIGERMAN ARCHITECTURE & DESIGN PROFESSIONAL 2021

SECOND FLOOR PLAN

2021

PROFESSIONAL

KLIGERMAN ARCHITECTURE & DESIGN

NOTE: FINAL RAINSCREEN BASE/CURB DETAIL IS PENDING; SK-08 ISSUED FOR COORDINATION 07/17/2023 KA&D AWAITING COMPLETE COMMENTS FROM VARIOUS PARTIES

B 1 A8.00B

ROOF TRUSSES SEE TRUSS DWGS

2A.2 CEDAR SHINGLE DOUBLE-WALL ASSEMBLY • ALASKAN YELLOW CEDAR WALL SHINGLES; REBUTTED & REJOINTED; 3/8" BUTT; 5" EXPOSURE • WRB (DELTA-TRELA), PURPLE LINES; INSTALL w/ MEMBRANE-SIDE TO EXTERIOR U.N.O. • 3/4" CDX PLYWOOD SHEATHING, SEE STRUCT. DWGS • EXTERIOR WOOD STRAPPING, SEE PLANS FOR SIZES • AWRB (SIGA MAJVEST 500 SA SYSTEM), RED LINES • 3/4" CDX PLYWOOD SHEATHING, SEE STRUCT. DWGS • 2x8 TIMBERSTRAND LSL STUD WALL, SEE STRUCT. DWGS, w/ 4" HIGH-DENSITY CLOSED-CELL SPF INSULATION BTWN STUDS • INTERIOR FINISHES PER INTERIOR DESIGNER

P1 (P1) ATTIC 301B

NOTE: IN WINDOW BAY, MODIFY CEILING FRAMING FOR INSTALLATION OF SHADE BOX

2A.2 CEDAR SHINGLE DOUBLE-WALL AS • ALASKAN YELLOW CEDAR WALL S & REJOINTED; 3/8" BUTT; 5" EXPO • WRB (DELTA-TRELA), PURPLE LINE MEMBRANE-SIDE TO EXTERIOR U • 3/4" CDX PLYWOOD SHEATHING, S • EXTERIOR WOOD STRAPPING, SE • AWRB (SIGA MAJVEST 500 SA SYS • 3/4" CDX PLYWOOD SHEATHING, S • 2x8 TIMBERSTRAND LSL STUD WA DWGS, w/ 4" HIGH-DENSITY CLOSE INSULATION BTWN STUDS • INTERIOR FINISHES PER INTERIOR

T.O. STEEL +26'-0" / 946'-0"

MAIN ATTIC 945' - 8 5/8"

ALL STEEL ON EXTERIOR SIDE OF AWRB TO BE PRIMED AND COATED w/ SPRAY FOAM INSULATION PER BUILDING ENVELOPE CONSULTANT, TYP.

ROOF TRUSSES, SEE STRUCT. DWGS AND TRUSS SHOPS INSTALL INSULATION AS REQ'D FOR SOUND SEPARATION

B.O. SOFFIT 944'-2 3/4"

1'-1 3/4" 7

8A WOOD SOFFIT, ALIGN w/ SHINGLE COURSING; PROVIDE VENTS AS REQ'D, COORD. ALL LOCATIONS w/ ARCHITECT

TO FRAMING BEDROOM 3 207

234

STEEL WINDOW w/ SHADES, SEE WINDOW SCHEDULE H1 - REV SOLID WOOD SILL w/ LCC CAP; ADJUST SILL SLOPE AS REQUIRED TO ALIGN WITH CHANGE IN ROOF SLOPE SEE INTERIOR DESIGN DRAWINGS AND FINISH SCHEDULE FOR INTERIOR FINISHES AND DETAILS

CONTINUOUS WATERPROOFING MEMBRANE

FIN. CEILING +9'-10"

B.O. SILL 936'-1 3/8"

DRIP

INSTALL INSULATION AS REQ'D FOR SOUND SEPARATION, TYP. BTWN ALL FLOORS

UPPER FLOOR 935' - 0"

5/8 "/1 2"

SHINGLE COURSIN

ANGLED - DIMENSION VARIES

248

T.O. STEEL +12'-3 3/4" / 932'-3 3/4"

8A WOOD SOFFIT, ALIGN w/ SHINGLE COURSING; PR VENTS AS REQ'D, COORD LOCATIONS w/ ARCHITEC

STEEL WINDOW, SEE WI SPLAYED SHINGLE SIDE

ALL STEEL ON EXTERIOR SIDE OF AWRB TO BE PRIMED AND COATED w/ SPRAY FOAM INSULATION PER BUILDING ENVELOPE CONSULTANT, TYP.

T.O. STEEL +11'-5 5/8" / 931'-5 5/8"

SOLID WOOD SILL w/ LCC DRAINAGE MAT BTWN PL SILL TO PROMOTE AIRFL WOOD SILLS; ADJUST SI TO ALIGN w/ CHANGE IN

1A TYPICAL CEDAR SHINGLE ROOF ASSEMBLY • PRESSURE-IMPREGNATED PRESERVATIVE-TREATED No. 1 GRADE ALASKAN YELLOW CEDAR SHINGLES; REBUTTED & REJOINTED; 5/8" BUTT; 5" EXPOSURE • 1x4 HORIZONTAL CEDAR NAILER • 1x4 VERTICAL CEDAR SPACERS • WRB (DELT-TRELA), PURPLE LINES; INSTALL w/ MEMBRANE-SIDE DOWNWARD TO ROOFDECK • EAVE PROTECTION MEMBRANE (SOPREMA LASTOBOND SHEILD HT), LIGHT GREEN LINES ** • 3/4" PLYWOOD SHEATHING, SEE STRUCT DWGS • ROOF FRAMING/TRUSSES, SEE STRUCT DWGS • 10" HIGH-DENSITY CLOSED-CELL SPF INSULATION • 5/8" TYPE X GYP. BOARD • INTERIOR FINISHES BY INTERIOR DESIGNER

4 SIM. A8.00A

1A SIM. A8.00A

STEEL BEAMS & OUTRIGGERS, SEE STRUCTURAL DWGS 7

8A WOOD SOFFIT, ALIGN w/ SHINGLE COURSING; PROVIDE VENTS AS REQ'D, COORD. ALL LOCATIONS w/ ARCHITECT

B.O. SILL 932'-11 1/2"

2A.1 ALASKAN YELLOW CEDAR SHINGLE SINGLE-WALL

SOLID STONE COPING; PROVIDE SHOPS FOR SEAMS LOCATIONS.

PAVER

1'-10 1/8" CONCRETE FILL

1/2"

1/2" / 12"

T.O. FRAMING 930'-5 1/4"

6 3/4"

MAIN FIN. FLOOR 920' - 0"

CONCRETE ARCH, SEE STRUCT. DWGS

1'-9 5/8"

B.O. SLAB 918'-3 1/4"

STONE ARCH, SEE STRUCTURAL DWGS FOR STONE SUPPORTS & CAST WALL REINFORCEMENTS

T.O. CURB 905'-9"

SOLID STONE SILL, EXTEND TO 6" MIN. BELOW GRADE; ALIGN SEAMS W/ WINDOW MULLIONS

SOLID STONE COPING

NOTE: SEE STRUCTUR STONE SUPPORTS & C REINFORCEMENTS.

DUCT, SEE MECH. MECHANICAL CHASE PLUNGE POOL - SEE POOL CONSULTANT & INTERIOR DESIGN DRAWINGS

SOLID STONE SILL, EX 6" MIN. BELOW GRADE SEAMS W/ WINDOW MU

GYM 004

T.O. LEDGE 905'-9"

LOW

WORK POINT

(AT T.O. ARCH) FIN. CEILING +12'-0"

IF THIS SHEET IS NOT 30 X 42 IT HAS NOT BEEN PRINTED TO SCALE 7/20/2023 12:09:54 PM

3A CONCRETE FOUND. WALLS, BELOW GRADE • 2" MIN. CONT. XPS INSULATION, SEE SPECS (4" MIN. CONT. XPS INSULATION WHERE NO INTERIOR SPF IS USED) • DRAINAGE MAT (MIRADRAIN 2000 or 6000) • WATERPROOFING MEMBRANE (RUB-R-WALL), BLUE LINES • REINFORCED CONCRETE WALL, SEE STRUCT. DWGS • 1 1/2" MIN. AIRSPACE • TIMBERSTRAND LSL STUD WALL (SEE PLANS FOR SIZE) w/ 1.5" SPF INSULATION BTWN STUDS • INTERIOR FINISHES PER INTERIOR DESIGNER

2 SIM. A5.02

86.00°

ARCHITECTURAL GRILLE 2" AG10 w/ G FRAME, SEE MECHANICAL DWGS

1/4" / 12"

905'-0"

3'-2 5/8"

2'-0 3/8"

5'-3"

FIN. GRADE 905'-6"

3A CONCRETE FOUND. WALLS, BELOW GR • 2" MIN. CONT. XPS INSULATION, SEE XPS INSULATION WHERE NO INTERIO • DRAINAGE MAT (MIRADRAIN 2000 or 6 • WATERPROOFING MEMBRANE (RUB-R • REINFORCED CONCRETE WALL, SEE • 1 1/2" MIN. AIRSPACE • TIMBERSTRAND LSL STUD WALL (SEE w/ 1.5" SPF INSULATION BTWN STUDS • INTERIOR FINISHES PER INTERIOR DE

PERFORATED DRAIN P

SEE F30/S5.1.4 AND 3/S6.1.2

SEE F31/S5.1.4 AND 4/S6.1.2

WALL SECTION - MAIN WING SOUTH WALL

WALL SECTION - MAIN WING NORTH WALL

A4.01

3/4" = 1'-0"

A4.01

3/4" = 1'-0"

EXTERIOR DETAILING

verify walk-in cooler floor/wall/ceiling requirements

SPA 009

001

1'-6 13/16"

STEEL WINDOWS, SEE WINDOW SCHEDULE

STEEL CASING, SEE WINDOW DETAILS

VAULTED CEILING, SEE SECTIONS AND INTERIOR DESIGN DWGS

AL OF CO IN EN

8A WOOD SOFFIT, ALIGN w SHINGLE COURSING; P VENTS AS REQ'D, COO LOCATIONS w/ ARCHIT CONCRETE WALL TO A WALL SHEATHING, SEE AT T.O. MAIN FLOOR C M

STEEL BEAMS BEYOND, SEE STRUCTURAL DWGS

CORE SLAB, SEE STRUCTURAL DWGS.

INTERMITTANT STAINLESS STEEL ANCHORS, SEE STRUCT. DWGS

TO FRAMING

T.O. STEEL +8'-11 1/2" / 928'-11 1/2"

10"

STONE WALL

86.00°

WORK POINT 2C

LOWER FIN. FLOOR 906' - 0" FIN. GRADE 905'-6" T.O. LEDGE

1A TYPICAL CEDAR SHINGLE ROOF • PRESSURE-IMPREGNATED PRE No. 1 GRADE ALASKAN YELLOW REBUTTED & REJOINTED; 5/8" B • 1x4 HORIZONTAL CEDAR NAILE • 1x4 VERTICAL CEDAR SPACERS • WRB (DELT-TRELA), PURPLE LIN MEMBRANE-SIDE DOWNWARD T • EAVE PROTECTION MEMBRANE LASTOBOND SHEILD HT), LIGHT • 3/4" PLYWOOD SHEATHING, SE 5 1/4 7 "/1 • ROOF FRAMING/TRUSSES, SEE 2" • 10" HIGH-DENSITY CLOSED-CEL • 5/8" TYPE X GYP. BOARD • INTERIOR FINISHES BY INTERIO 4'-9 11/16"

ANGLED - DIMENSION VARIES

KLIGERMAN ARCHITECTURE & DESIGN PROFESSIONAL 2021

1 A8.00B

T.O. PLATE 943'-2 5/8"

1 SIM. A8.03A

1B LOW SLOPE METAL ROOF ASSEMBLY • 20 oz LEAD COATED COPPER FLAT SEAMED ROOF • WRB (DELTA-TRELA), PURPLE LINES; INSTALL w/ MEMBRANE-SIDE DOWNWARD TOWARD ROOFDECK • EAVE PROTECTION MEMBRANE (SOPREMA LASTOBOND SHIELD HT), LIGHT GREEN LINES ** • 3/4" PLYWOOD SHEATHING, SEE STRUCT. DWGS • ROOF FRAMING, SEE STRUCTURAL DWGS • 10" HIGH-DENSITY CLOSED-CELL SPF INSULATION • 5/8" TYPE X GYP. BOARD • INTERIOR FINISHES PER INTERIOR DESIGNER

3" / 12 "

B.O. FASCIA 942'-8 1/2"

500 Fifth Avenue, 45th Floor New York, New York 10110 212 268 0128

8A WOOD SOFFIT, ALIGN w/ SHINGLE COURSING; PROVIDE VENTS AS REQ'D, COORD. ALL LOCATIONS w/ ARCHITECT

MAHOGANY LOUVER PANEL. REFER TO EXT. DETAIL SHEETS/DORMER DETAILS FOR PANELING DETAILS.

1 A8.00B

RICHARD WENGLE ARCHITECT INC.

102 Avenue Road Toronto, Ontario M5R 2H3 T: (416) 787-7575/F: (416) 787-0635 e-mail: mail@rwainc.ca

SSEMBLY SHINGLES; REBUTTED OSURE NES; INSTALL w/ U.N.O. SEE STRUCT. DWGS EE PLANS FOR SIZES STEM), RED LINES SEE STRUCT. DWGS ALL, SEE STRUCT. ED-CELL SPF

R DESIGNER

3 A8.05A

BEDROOM 3 207

NOTE: LOUVER BLADES TO ALIGN w/ SHINGLE COURSING, SOFFIT DOES NOT ALIGN w/ SHINGLES, SEE DETAILS. 8A WOOD SOFFIT

+14'-6 3/4" / 934'-6 3/4"

ALL STEEL ON EXTERIOR SIDE OF AWRB TO BE PRIMED AND COATED w/ SPRAY FOAM INSULATION PER BUILDING ENVELOPE CONSULTANT, TYP.

5 A5.02

T.O. STEEL +13'-4 1/2" / 933'-4 1/2"

MAHOGANY VISOR, PAINTED

NG & B.O. SOFFIT 942'-1 1/2" / ROVIDE D. ALL CT

T.O. STEEL +12'-3 3/4" / 932'-3 3/4"

B.O. SILL 934'-7 1/2"

LCC CAP FLASHING

BREAKFAST 114

ALL STEEL ON EXTERIOR SIDE OF AWRB TO BE PRIMED AND COATED w/ SPRAY FOAM INSULATION PER BUILDING ENVELOPE CONSULTANT, TYP.

MAHOGANY WINDOW CASING, BEYOND SOLID WOOD SILL w/ LCC CAP; ADJUST SILL SLOPE AS REQUIRED TO ALIGN WITH CHANGE IN ROOF SLOPE

SPLAYED SHINGLE WALL 154

4 A5.02

146

CHAMFER T.O. FOUNDATION WALL TO PROVIDE MORE SPACE FOR INSULATION, COORD. w/ STRUCTURAL ENGINEER ARCHITECTURAL GRILLE 2" AG10 w/ G FRAME, SEE MECHANICAL DWGS

B.O. SILL 918'-4 1/2" REGISTER BOX & DUCT, SEE MECH DWGS; COORD. OPNGS IN CORESLAB w/ STRUCT.

T.O. STEEL -0'-4" / 919'-8"

2 A5.02 SIM.

B.O. SOFFIT 927'-11 1/2" B.O. SOFFIT 915'-5 1/2"

-6'-4 3/8" YOGA 005

002

8A WOOD SOFFIT, ALIGN w/ SHINGLE COURSING; PROVIDE VENTS AS REQ'D, COORD. ALL LOCATIONS w/ ARCHITECT

CONCRETE SLAB, SEE STRUCTURAL DWGS. ROOF DRAIN - PROVIDE PRIMARY AND SECONDARY DRAINS AS REQUIRED

905'-6"

SPA 009

2022/06/10

# DESCRIPTION

DATE

1 2 3 5 6 7

2022/06/10 2022/08/17 2022/12/16 2023/03/20 2023/04/06 2023/07/20

REV 1 (FOUND. & STEEL) REVISION 2 REVISION 3 BUILDING ENVELOPE REVISION 6 REVISION 7

PROVIDE INSULATION AND VAPOR BARRIER AS REQUIRED IN SPA TO CONTROL MOISTURE

SEAL & SIGNATURE: BOX-OUT EXPOSED LEADER AND PROVIDE ACCESS PANEL(S) AS REQUIRED, COORDINATE WITH INTERIOR DESIGNER

4 A5.01

B.O. ROUGH OPNG. -16'-1 1/2"

5 1/4"

LOWER FIN. FLOOR 906' - 0" FIN. GRADE 905'-6"

T.O. CURB 905'-9"

E PLANS FOR SIZE) S ESIGNER

FIN. GRADE

2022/02/10

FOR CONSTRUCTION

REVISIONS

LOWER FIN. FLOOR 906' - 0"

FOR FOUNDATIONS & STEEL

WER FIN. FLOOR 906' - 0"

MAIN FIN. FLOOR 920' - 0"

B.O. SLAB 918'-3 1/4"

4A SLAB ON GRADE ASSEMBLY • FLOORING PER INTERIOR DESIGNER (3" TOTAL BUILD-UP) • IN-FLOOR WARMING, SEE MECH. DWGS • CONCRETE SLAB; SEE STRUCT. DWGS • VAPOR BARRIER • 2" XPS INSULATION • 6" MIN. CRUSHED STONE

SOLID STONE SILL, EXTEND TO 6" BELOW GRADE AND TIE INTO ADJACENT COPING STONE

DATE

B.O. SLAB 918'-10"

STEEL WINDOW, SEE SCHEDULE

XTEND TO E; ALIGN ULLIONS

DRAWING ISSUES DESCRIPTION

SOLID STONE COPING

T.O. WALL 919'-5" T.O. ROUGH OPNG.

RADE SPECS (4" MIN. CONT. OR SPF IS USED) 6000) R-WALL), BLUE LINES STRUCT. DWGS

4E STONE PAVERS ON ADJUSTABLE PEDESTALS • PAVING STONES ON ADJUSTABLE PEDESTALS T.B.D. BY LANDSCAPE DESIGNER • WATERPROOFING MEMBRANE (PUMADEQ, DARK-GREEN LINES) • CONCRETE TOPPING SLAB w/ SNOWMELT, SLOPE 2% MIN. PER PLANS, SEE STRUCT. DWGS. • CONCRETE SLAB, SEE STRUCT. DWGS. • 9" HIGH-DENSITY CLOSED-CELL SPF INSULATION • 5/8" TYPE X GYP. BOARD • INTERIOR FINISHES PER INTERIOR DESIGNER

LIVING ROOM 110

MAIN FIN. FLOOR 920' - 0"

LL STEEL ON EXTERIOR SIDE F AWRB TO BE PRIMED AND OATED w/ SPRAY FOAM NSULATION PER BUILDING NVELOPE CONSULTANT, TYP.

RAL DWGS FOR CAST WALL

STEEL BEAM AND OUTRIGGER, SEE STRUCTURAL DWGS

STEEL WINDOW, SEE WINDOW SCHEDULE

OR DESIGNER

w/ PROVIDE ORD. ALL TECT ALIGN WITH E FOUNDATION CURB PLAN; TYP. MAIN FIN. FLOOR 920' - 0"

B.O. SOFFIT

8A WOOD SOFFIT, ALIGN w/ SHINGLE COURSING; PROVIDE VENTS AS REQ'D, COORD. ALL LOCATIONS w/ ARCHITECT

10"

ASSEMBLY ESERVATIVE-TREATED W CEDAR SHINGLES; BUTT; 5" EXPOSURE ER S NES; INSTALL w/ TO ROOFDECK E (SOPREMA T GREEN LINES ** E STRUCT DWGS E STRUCT DWGS LL SPF INSULATION

T.O. STEEL +11'-5 5/8" / 931'-5 5/8"

ANGLED - DIMENSION VARIES

T.O. ROUGH OPNG. +11'-10 5/8"

UPPER FLOOR 935' - 0"

C CAP, PROVIDE LYWOOD & WOOD LOW, TYP. @ ALL ILL SLOPE AS REQ'D ROOF SLOPE

SIM. 1B A8.00A

930'-5 1/2"

NOTE: BREAKFAST ROOM SOFFIT DOES NOT ALIGN w/ SHINGLE COURSING - WINDOW SIZE BASED ON LIVING ROOM WINDOWS.

INDOW SCHEDULE E WALL

2" "/1 5/8

SEE INTERIOR DESIGN DRAWINGS AND FINISH SCHEDULE FOR INTERIOR FINISHES AND DETAILS

SOLID WOOD SILL w/ LCC CAP; ADJUST SILL SLOPE AS REQUIRED TO ALIGN WITH CHANGE IN ROOF SLOPE

STEEL BEAM, SEE STRUCTURAL DWGS

T.O. FRAMING 935'-5 1/2" UPPER FLOOR 935' - 0"

T.O. STEEL

MAIN ATTIC 945' - 8 5/8"

EXTEND FLOOR FRAMING TO SUPPORT EXTERIOR WALL, SEE STRUCTURAL DWGS

L06

COUNTRY HOUSE

1'-6 3/4" 1'-10 3/4"

T.O. LEDGE 905'-0"

WALL SECTIONS MAIN BUILDING

3/4" = 1'-0" DATE: PROJECT No: DRAWING BY: CHK BY: DWG No:

PIPE, TYP.

SEE F53/S5.1.4

SEE F23a/S5.1.3, F32/S5.1.4 AND 5/S6.1.2

WALL SECTION - MAIN WING WEST WALL AT BREAKFAST RM

WALL SECTION - MAIN WING SOUTH WALL AT DEEP COPING

A4.01

3/4" = 1'-0"

A4.01

3/4" = 1'-0"

10/09/19 18023 AC Checker

A4.01

2024

PERSONAL

EXTENDED PORTFOLIOS

CAPSTONE RESEARCH

RESEARCH BY DES

SIGN

EXTENDED PORTFOLIOS PERSONAL 2024

SKETCH + CRAFT

Architecture Portfolio - Selected Works

Articles inside

assorted sketches

horizontal, vertical, oblique horizontal, vertical, oblique

2020 ARCHITECTURAL DESIGN STUDIO IIIA DWELL

dwelling in the city

solar decathlon

Luke Murray