Evan Glickman Architecture Portfolio by Evan Glickman

EVAN GLICKMAN architecture portfolio

516.776.7676 evan.m.glickman@gmail.com

CONTENTS 235 Delaware

mixed use residential competition Buffalo, New York

Megasynthetic

modern built concrete megalith East Otto, New York

Buffalo Culture Center

urban v. suburban conceptual city edge Buffalo, New York

Sugar Shell

sugar + bagasse + water built thin shell pulp structure Buffalo, New York

Curving Involute built wooden cages Buffalo, New York

Reid house

construction course, Clark & Menefee, Robert A. Schoolbred

Pierce county

construction course, Miller Hull Partnership

Architecture Firm

comprehensive passive clt and glulam building Buffalo, New York

Graycliff Visitor Center new visitor center proposal Derby, New York

Buffalo Benches Project

built old first ward community benches Buffalo, New York

Travel Sketches

architectural sketches while traveling

235 DELAWARE

Mixed Use Residential 235 Delaware Ave Buffalo, NY, 14202 Design Studio - Senior Competition Faculty: Harry Warren, AIA Partner: Shaun Baranyi Fall 2015

The typical house in Buffalo consists of a yard, living space, porch, and parking. Downtown Buffalo cannot accommodate the space for a yard and a comfortable porch. Within the Delaware District in downtown Buffalo, 235 Delaware was designed to mesh itself directly into Buffaloâ&#x20AC;&#x2122;s expanding bar and restaurant scene of Chippewa Street, while addressing the lack of green space and opportunities to experience the beautiful views over the city and its waterfront. This structure links living and outdoor space into one apartment. Each unit can be found with almost equal outdoor space as indoor space. Residents can experience outdoor space without having to leave the comfort of their property. Each unit is given a private lawn on the second story which occupants can use for relaxation, barbecuing, gardening, or just simple enjoyment. The yard is divided between private and communal through an operable glass wall which can be open during the summer time and closed during the winter months. Each apartment unit opens to a floor-to-ceiling structured glass wall on its southern facade to allow for optimal natural light. Precedent Studies The Dillon, 2011

Smith + Miller + Hawkinson Architects 405 W 53rd Street, NY, NY 10019

Logement Rue de Meaux, 2014 ECDM Architects 65 Rue de Meaux, Paris, France 75019

Housing Strategy

Yard

Living

Parking

Porch

Typical Buffalo Urban House

Porch

Step One: consolidate porches

Yard

Living

Parking

Porch

Step Two: supplanted yard

Porch

Step Three: underground parking

Roof Floor Plan

Typical Layout | Green Level

Ground Floor Plan

Typical Layout | Unit Level

Chippewa Street Elevation

Delaware Avenue Elevation

Concept Diagrams Yard

Yard

Public

Garden

Set back tower to allow for sunlight and create views

Create inviting ground floor space

Implementing housing strategy

4 Green Floors

3 Public Floors 9 Private Floors

220 Feet Tall (tallest within the area)

Air Supply

Vierendeel Truss

Air Exhaust

Shear Wall

Heat Pump

Egress Cores

HVAC Systems

Structure

Performance Section

Detailed Sections and Elevation Call-outs -2” Extensive Soil Mix -1/8” Filter Separation Fabric -2” Drainage Plate -¼” Protection Mat -2” Insulation -1/32” Vapor Barrier -6” Poured Concrete on Metal Decking -16” x 12” W 14 I Beam with ﬁre protection painted coating

-2” radiant ﬂoor concrete topping -6” Poured Concrete on Metal Decking -16” x 12” W 14 I Beam with ﬁre protection painted coating -10” Sound Proof Insulation

-6” x 2” x 2’ Glass Mullion System -8” x 5” Vent Louvers -2” Insulation -(6) 8” x 8” x 16” CMU Blocks -2” Concrete Topping Slap -3” Insulation -6” Poured Concrete on Metal Decking -18” x 16” W 16 I Beam with ﬁre protection painted coating

-9” Intensive Soil Mix -1/8” Filter Separation Fabric -6“” Drainage Plate -¼” Protection Mat -2” Insulation -1/32” Vapor Barrier -6” Poured Concrete on Metal Decking -16” x 12” W 14 I Beam with ﬁre protection painted coating

-6” Poured Concrete on Metal Decking -16” x 12” W 14 I Beam with ﬁre protection painted coating -3” Insulation -10” x 1” Glazed Terracotta Rain screen

-18” Intensive Soil Mix -1/8” Filter Separation Fabric -9” Drainage Plate -¼” Protection Mat -2” Insulation -1/32” Vapor Barrier -6” Poured Concrete on Metal Decking -16” x 12” W 14 I Beam with ﬁre protection painted coating

Unit Elevation Render

Site Model Elevation

Building Section Model

Unit Section Model

MEGASYNTHETIC

Modern Megalithic Structure 4902 Mill Valley Road East Otto, NY 14729 Material Cultures Research Group - Megalith Faculty: Christopher Romano, AIA, LEED Partners: Randy Fernando, Cody Wilson Spring 2017

Fiber is a natural or synthetic substance that is significantly longer than it is wide. Fibers are often used in the manufacture of other materials. The strongest engineering materials often incorporate fibers, for example, carbon fiber and ultra-highmolecular-weight polyethylene. Synthetic fibers can often be produced very cheaply and in large amounts compared to natural fibers, but for clothing natural fibers can give some benefits, such as comfort, over their synthetic counterparts. Megasynthetic is situated in the context of the astronomical examples, as it serves to draw focus to the energy that the sun provides as the heliocentric part of the universe. Utilizing the sun, the megalith tracks the daylight path until it sets in the horizon where the view is framed by the synthetic composition. The peak moment in which the megalith is experienced is at sunset when the sun’s rays charge the interior and release an aspect of visual performance when it begins to get dark. Emphasizing a day and night cycle that works in tandem with the celestial atmosphere.

Precedent Studies Stonehenge, 3100 BC

Amesbury, Salisbury SP4 7DE, UK

Newgrange, 3200 BC

Newgrange, Donore, Co. Meath, Ireland

Park Güell, 1900

Antoni Gaudí 08024 Barcelona, Spain

1 Part Portland + 2 Parts Sand

1 Part Portland + 2 Parts Sand + 1 Part Fibers + 2 Tbs Liquid Dish Soap

1 Part Portland + 1 Parts Sand + 1 Part Perlite + 2 Tbs Liquid Dish Soap

1 Part Portland + 1 Parts Sand + 2 Part Perlite + 2 Tbs Liquid Dish Soap

1 Part Portland + 1 Parts Sand + 4 Parts Nylon Fiber Reinforcement

1 Part Portland + 1 Parts Sand + 5 Parts Natural Fiber Reinforcement

1 Part Portland + 1 Parts Sand + 4 Parts Shredded Paper

1 Epoxy Resin + 4 Parts Glass Beads

1 Part Portland + 1 Parts Sand

Nylon Glass-Fiber Reinforcement + Portland Cement in Burlap

Concave Elevation

Convex Elevation

Shredded Paper + Portland Cement in Burlap

Concave Elevation

Convex Elevation

Poly-Fil 100% Polyester + Portland Cement

Concave Elevation

Convex Elevation

Celestial Connection

Opening Cross Section

Component Axonomectric Diagram

Assembly Diagram

Casting center piece in burlap

Flipping center piece into position using the gantry

Flipped center piece

View through center piece in its final location

Lifting front piece into place

Spinning/dragging center piece into place

BUFFALO CULTURAL CENTER

Dividing Line between Urban and Suburban Conway Park, Buffalo, New York 14204 Graduate Design Studio - Culture Center Faculty: Kenneth MacKay, AIA Fall 2018

The urban fabric of most modern cities is stitched together by all different size needles and threads. Each building seems to be placed on its site, with programs and appearances that do not relate to the context around it. As the city expands it starts to weave itself into the suburban context. Thus, creating different patterns which leave confusing and unwelcome holes in its fabric. These open spaces are tacked together with unrelatable mediums continuing the endless reel into the suburban environment. Demographics have become the modern version of the neighborhood’s edge. Urban sprawl and gentrification push these theoretical boundaries forcing them to shift time after time. By using this study to create a monumental piece of architecture that separates this moving dividing line, like Holl’s Edge of the City, can keep the separation between the urban and suburban Buffalo. Keeping the Old First Ward’s and South Buffalo’s history and present intact. Keeping the urban with the urban and the suburban with the suburban.

Precedent Studies Edge of a City, 1992

Steven Holl Pamphlet Architecture vol. 13

Elm Park Green, 2008

Bucholz Mcevoy Merrion Rd, Dublin, D04 Y8V0, Ireland

Jewish Museum, 1999

Studio Libeskind Lindenstraße 9-14, 10969 Berlin, Germany

Site Views Diagram

Concept Diagrams

1. Re-addition and extension of pre-Ohio Basin streets (Mackinaw Street and Wabash Street)

2. Identifying surrounding site city views

3. Massing extrusion following view lines

4. Splitting mass to frame views from either side of the site

5. Excavating of ground to slope ground into building for parking and landscape

6. Addition of trees/park to invite residential side down into the space

Site-Building Sections

West–East Section A

West–East Section B

West–East Section C

West–East Section D

Initial below grade plaza sketch

Initial aerial concept sketch

Interior gallery concept sketch

Exterior passage-view concept sketch

Interior Gallery Render

Exterior Park-Passageway Render

Acrylic and Walnut Site/Building Model

SUGAR SHELL

Temporary Thin Shell Structures UB Parker Hall, Buffalo, New York 14214 Material Cultures Research Group - Pulp Studio Faculty: Georg Rafailidis Partner: Blake Kane Fall 2017

A new demand for an architecture that is short lived has become relevant to the way of life during the twenty-first century. A building may no longer need to be a permanent object. From an ephemeral standpoint, the utilization of paper allows for endless construction possibilities. Historically paper products have been developed from cellulose-based substances. Centered on the utilization of the byproducts of sugar cane plants, Sugar Shell creates a temporary structure which recombines sugar grams with the bagasse fibers to produce a form of paper pulp. Bagasse is another by-product of the sugar cane. Bagasse is generally utilized in the production of biodegradable plates for chain restaurants. Through the combination of the crystalized sugar’s rigid micro qualities, alongside the bagasse’s macro ability to reform, the material takes on a new role in design and construction. A project can be driven solely based on the intrinsic qualities of material – rather than forcibly imposing a contradictory scheme. The outcome of the testing was the development of a paper pulp material that could perform as a 1:1 thin shell structure. Continuous testing of the sugar/bagasse ephemeral properties would prove this to be a structure of high strength. The proposal of an architecture with a proportional balance between construct, use, and decay was tested.

Precedent Studies Heinz Isler, 1959 Ice Shell Sculptures Zuzwil, Switzerland

Stereotomic image of sugar + bagasse

Bagasse Fiber + Sugar Cane

Eco Fiber + Sugar Cane

Eco Fiber + Sugar Cane + Heat Gun

12oz Water + 15oz Cane Sugar + 10oz Bagasse Fiber

12oz Water + 10oz Cane Sugar + 10oz Bagasse Fiber

12oz Water + 5oz Cane Sugar + 10oz Bagasse Fiber

15oz Water + 15oz Cane Sugar + 15oz Bagasse Fiber

12oz Water + 15oz Cane Sugar + 10oz Bagasse Fiber

12oz Water + 10oz Cane Sugar + 10oz Bagasse Fiber

12oz Water + 5oz Cane Sugar + 10oz Bagasse Fiber

12oz Water + 20oz Cane Sugar + 10oz Bagasse Fiber

12oz Water + 15oz Cane Sugar + 10oz Bagasse Fiber

Pulp-Shell Process

15 ounces Water

15 ounces Sugar

30 ounces sugar + water

30 ounces Bagasse

1. Water is first brought to a boil. Once the water is boiling sugar is then added to boiling water. After 5 minutes the mixture is removed from the burner.

2. The boiling sugar + water mixture is added to the blender. Bagasse Plates (3/4 of 10â&#x20AC;? plate) are shredded and added into the sugar + water mixture in the blender.

Materials: water, white sugar cane, stove burner (hot plate), measuring cups (2), pot

Materials: boiled sugar + water mixture, blender, bagasse

3. The mixture is poured into the mold, a porous mesh screen is placed over the mixture and a sponge is used to squeegee the excess water from the mix.

4. Once enough water has been removed the screen will no longer stick to the sugar + water + bagasse mixture and can be removed to make the next swatch.

Materials: blended sugar + water + bagasse mixture, paper hand mold, paper screen, mesh, support grid , basin

Materials: paper screen, sponge

Material System â&#x20AC;&#x201C; Manipulated Sheet

Sheet Casting Process

Final Lift

Side Elevation

Front Elevation

Ripping

Occurs at locations where the height of the lift was too great for the material to hold its weight.

Back Elevation

200+ hours total dry time Stage 4 material is hard enough to self support its own weight. While still allowing for light to pass though the thin structure

5’-3”

Overlapping Bends (folds) Created by the location of lift points which is aided by the height of the lifted structure.

72 hours total dry time Stage 3 material is soild, but is malleable enough to be lifed up into its form.

Seam Grid

Secondary Lifting Points

Each 8.5”x11” sheet overlaps its intersecting adjaent sheets by 1”

10” diameter PETG circles attached to major lift points to help reduce drag and limit the amount of ripping that may accour.

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Mixture Ratio

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0”

8’-

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Ideal Ratio ’-6 ” Sheet becomes malleable 12 ’-6 enough to be minupliated ” before it hardens. 1 part sugar 1 part water 2 parts bagasse Too Little Water Too Much Water Sheet becomes over-saturated and Sheet becomes too skips over its malleable state and pliable and does not harden enough to support hardens. This hardness becomes more fragile than the ideal ratio. any weight. Too Little Bagasse Too Much Bagasse mixture will not blend in Sheet becomes too thin and rips the blender since theres before it can reach stage 1. not enough liquid to support the moment within the glass.

tu ruc

ld Mo

Primary Lifting Points

”

’-8

Using 14” diameter PETG circles to distribute the loads of the single lift points. Used to prevent point loads, and ripping of the material.

24 hours total dry time Stage 2 material is solid enough to be touched and carefully moved laterally. But still to fragile to lift and will rip if touched roughly.

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0 hours total dry time Stage 1 material is solid enough to form a sheet, but is very fragile and cannot be touched or moved once casted on the mold.

Thickness

Each 8.5” x 11” sheet is pressed in a paper mold which results in a thickness of ±1/32”.

Lifted Structure

Once the structure is lifed into place the attached pulling strings and PTEG circles remain in place until the structure is dry. This is to ensure the structure holds its shape and structural properties.

Mid-lift Process

As the sheet is lifted it slowly drags across the ﬂoor from 17.6’ x 10.6’ to over 5’ tall it shrivels as it moves

Initial Flat Cast

The initial cast is one a ﬂat mesh mold which cures until stage 3 when it is ready to be lifted. Since the edges are the most exposed to air ﬂow they tend to dry the fastest and deforms the most

Lifting Strings

Although there is many different lifting points, they’re all connected to four main ropes to minimize the amount of people needed to lift the structure into place

Lifting Strings Connection

at each major lifting rope there is a connection point in which all the minor supporting lifting points are connected to. This is to reduce drag and help spread the loads throughout the structure and prevent ripping

Imagined Sugar Shell in nature decaying during a rain storm

Sugar Shell returned to nature after a rain storm

CURVING INVOLUTE

UB Anderson Gallery 1 Martha Jackson Pl, Buffalo, NY 14214 Material Cultures Research Group - Cages Faculty: Miguel Guitart, Ph.D. Partner: Cody Wilson Spring 2018

All trees have a twist to them, although when looking at a tree, a twist is indescribable. Yearly, trees cells will develop with a twist counterclockwise, then the opposite the following year. These shifting grains pull the cells straight, back and forth, year by year. A tree will twist when it is exposed to the forces of nature. This twist will forever grow as long as the conditions remain the same. Without fighting other trees for light, this sole tree will slowly grow, twisting around itself to gain strength against the wind. Using the natural grain of the cut lumber, the final module was constructed from 8 bows that were laminated at their ends into a triangular shape. Those shapes are bent perpendicular to their plane and glued at the apex of the bows. This series of laminations are the only joints holding the system in shape. This allows the module to flex and bend while returning to its normal state of flex. The final form of the bow makes a complementary structure. Compliment Structures are systems that balance forces between two joined members. When one member is placed in compression, the other cancels these loads with tension. In the bow, the veneer of the slices holds them in a tensioned shape. When compression is applied to the top slice, the bottom slice compensates with tension. This creates an internal structure that harnesses the unique duel structural properties of the wood. The module creates a natural flow of strips from one module to another. These lines of action are carried through the system when attached. The plates are terminated when not connected to another module, but the possibility of connecting another module remains.

Step A

Bow-Pin connection system

Step B

Step C

Step D

Step E

Long exposure along the system

Construction of system

Module Assembly System

Bows glued into triangle

Bent upwards at end points

Each triangle of bows glued at its apex

Bent downwards at end points

Bows glued into triangle

Closed Loop System

CONSTRUCTION TECHNOLOGY

Pierce County Environmental Services Building, 2004 Reid House, 1986 Introduction of construction materials and systems Faculty: Annette LeCuyer, Philip Gusmano Spring 2015

Based on construction document sets from real-life projects, these axonometric drawings were created from reading architectural drawings details and understanding of all construction assemblies. The drawings focused on two buildings the Reid House by Clark & Menefee Architects and Pierce County Environmental Service Office Building by The Miller Hull Partnership.

ma McAneny

Notes: 1.Foundation WD Frame Construction Founda Concrete foundation with 5 #5 re Concrete foundation with 3 #5 re

Reid House

2.Ground Floor 4 inch minimum compacted sand Vapor barrier 4 inch cast in place concrete slab with 3 inch clearance

3.External Wall below grade 12 x 8 x 16 CMU under CMU wa 6 x 8 x 16 CMU under wood fram

Notes: 1.Foundation WD Frame Construction Foundation with 2 #5 Rebar with 3 inch clearance Concrete foundation with 5 #5 rebar with 3 inch clearance Concrete foundation with 3 #5 rebar with 3 inch clearance

4.Interior Wall below grade 12 x 8 x 16 CMU wall

2.Ground Floor 4 inch minimum compacted sand Vapor barrier 4 inch cast in place concrete slab, thicken at bearing wall with 2 #5 rebar with 3 inch clearance

5.Exterior Wall at Ground Level 12 x 8 x 16 CMU with Horizontal 12 inch bond beam at openings w past each side of opening 2x6 wooden wall studs 16 inches 3/8 inch MDO plywood siding ½ inch CDX Plywood Sheathing ½ inch vertical batten at 16 inche

3.External Wall below grade 12 x 8 x 16 CMU under CMU wall 6 x 8 x 16 CMU under wood frame wall 4.Interior Wall below grade 12 x 8 x 16 CMU wall

5.Exterior Wall at Ground Level 12 x 8 x 16 CMU with Horizontal Reinforcement 12 inch bond beam at openings with 2 #5 rebar, which extends 8 inches past each side of opening 2x6 wooden wall studs 16 inches o.c. 3/8 inch MDO plywood siding ½ inch CDX Plywood Sheathing ½ inch vertical batten at 16 inches o.c.

6.Interior wall at Ground Level 2x 6 wooden wall studs 12 x 8 x 16 CMU with horizontal 12 x 8 x 16 bond beam with 2 #5 7.Drop Ceiling Construction 3/8 inch MDO painted plywood 2x6 wood joist 16 inch o.c. 2x6 wood blocking

6.Interior wall at Ground Level 2x 6 wooden wall studs 12 x 8 x 16 CMU with horizontal reinforcement 12 x 8 x 16 bond beam with 2 #5 rebar 7.Drop Ceiling Construction 3/8 inch MDO painted plywood 2x6 wood joist 16 inch o.c. 2x6 wood blocking

8.Second Floor Construction 2 x 4 wooden bottom plate 12 x2 wooden dimensional lumb 2 x6 support beams with 10d nai 12 x2 wooden blocking at 16 inch 2 x 6 tongue and groove flooring

8.Second Floor Construction 2 x 4 wooden bottom plate 12 x2 wooden dimensional lumber floor joists 16 inches o.c 2 x6 support beams with 10d nails at 4 inches o.c. 12 x2 wooden blocking at 16 inches o.c. 2 x 6 tongue and groove flooring

9.Stairs 12x2 Stair wood framing

10. Fire Place Pre-Fabricated fire box 12 x 16 x 8 CMU fire place blocks Cast in place concrete slab with 6 #4 rebar Chimney assembly secure to masonry

10. Fire Place Pre-Fabricated fire box 12 x 16 x 8 CMU fire place block Cast in place concrete slab with Chimney assembly secure to ma

11.Windows

Cast in place concrete sill

5/8 inch single glazed tempered glass

5/8 inch single glazed tempered

1 inch metal mullion

1 inch metal mullion 7 101

7 10

9 2 6

2 6

a. 18 footing b. Thr with ( c. Fou with (4

Pierce County

2. Str a. B.O five in b. B.O five in

Notes: 1. Substructure Foundation a. 18 inches wide by 10 inches thick strip footing with (2) #5 rebar. b. Three food wide by 12 inches deep footing with (4) #5 rebar c. Four foot wide by 24 inches deep footing with (4) #5 rebar

3. Blo 8x8x rebar center 4x8x rebar center

2. Structural Frame a. B.O. Concrete Beam with (27) #5 rebar at five inches on center b. B.O. Concrete Beam with (18) #5 rebar at five inches on center

4. Sup Alumi

3. Block Wall 8 x 8 x 16 inches Type One CMU with (1) #5 rebar vertical and horizontal at 24 inches on center 4 x 8 x 16 inches Type Two CMU with (1) #5 rebar vertical and horizontal at 24 inches on center

4. Superstructure Aluminum Curtain Wall with double glazing 5.Floor One Construction Four inch crushed gravel Waterproof membrane Two inch R-10 rigid insulation Four inch concrete slab on grade with mesh reinforcement Two inch topping slab with radiant heating system Raised Floor System with 2 foot by 2 foot carpet tile

5.Floo Four i Water Two in Four i reinfor Two in system Raise carpe

6. Flo Four i insula Water Two in Four i Raise carpe

6. Floor One Construction (2) Four inch crushed gravel with R-10 rigid insulation Waterproof membrane Two inch sand layer Four inch concrete slab on grade Raised Floor system with 2 foot by 2 foot 10 tile carpet 7. Floor Two Construction C.I.P six inch concrete slab with mesh reinforcement Two inch topping slab with radiant heating system Raised Floor system with 2 foot by 2 foot carpet tile

7 8

8. Floor Two Construction (2) Eight inch hollow core concrete slab Two and one half inch topping slab Raised Floor system with 2 foot by 2 foot carpet tile

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7. Flo C.I.P reinfor Two in system Raise carpe

9.Roof Construction Sloping (1/4 inch : 1 foot) eight inch hollow core concrete planks Two and one half inch topping slab Single ply roofing membrane with R-30 rigid insulation

9.Roo Slopin core c Two a Single insula

10. Sun Screen at Roof Four foot, four inches by 10 foot aluminum grill 11. Sun Screen System Two inches deep by 24 inches wide by 10 feet long horizontal aluminum grills Two inches by 18 inches wide pre-engineered built up aluminum plate column every 10 feet

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10. Su Four f

12. CMU Window and Sunshade Five foot eight inches by Seven Foot Two inches aluminum store front window on two inches by four inches wood still Pre Engineered aluminum sunshade connected to STL. Header Beam

11. Su Two in long h Two in built u

12. CM Five fo inches inches Pre En conne

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8. Flo Eight Two a Raise carpe

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ARCHITECTURE FIRM

Glulam + CLT Structure Allen and Franklin Street, Buffalo NY, 14209 Design Studio - Junior Comprehensive Studio Faculty: Kenneth MacKay, AIA Spring 2015

Focused on the development and the refinement of the ability to generate architectural designs based on a deeper and more qualitative understanding of architectural space. The Architecture Firm can be found on the South East Corner of Franklin and Allen Street in the City of Buffalo. Fixated on a design that was functional for the small site, without obstructing natural daylight to the building nextdoor, this building was designed to be pre-manufactured off-site using CNC milling of the cross-laminated timbers and assembled on-site in a very short time frame. The final design included 80 cross-laminated timber ribs that were connected by joists on all floors and were tied together with the crosslaminated floor that would hold the lateral loads. On both the inside and outside of the building, glass paneled windows on tracks enclose the spaces and keep the wood from weathering over time. Due to the shape of the building and southeastern winds the curves of the building allow for easy natural ventilation systems through windows that would open during the warm months and close during the chilly months so that heat can build up in the winter months between the panes combining both active and passive systems.

Precedent Studies Studio SC, 2011

Studio MK27 775 Vila Olimpia, SĂŁo Paulo, 04546,Brazil Group DCA Office, 2012 DCA Architects 344 MG Road, New Delhi, Delhi 110030, India

Interior Office Render

Winter Sun Analysis

Summer Sun Analysis

Annual Sun Analysis

Sun Glazing Analysis 100% Sun Exposure 75% Sun Exposure 50% Sun Exposure 10% Sun Exposure

Spring Sun Analysis

Fall Sun Analysis

Roof | Party Space | Outdoor Seating

Third Floor | Office | Private Offices | Conference

Second Floor | Office | Conference

Ground Floor | Reception | Gallery

Street-Building Sections

West–East Franklin Street Section A

West–East Franklin Street Section B

West–East Franklin Street Section C

West–East Franklin Street Section D

Detailed Wall Section

Outside Window System Operable Glass Panels

Cross Laminated Timber Floor System

Beam to Joist Connection

Beam to Concrete Connection

GRAYCLIFF VISITOR CENTER

Graycliff House, Frank Lloyd Wright, 1931 6472 Old Lake Shore Rd, Derby, NY 14047 Introduction to Autodesk Revit 2018 Faculty: Melinda Hoffman Spring 2018

The design to the Graycliff visitors center focuses on Frank Lloyd Wrightâ&#x20AC;&#x2122;s use of longitudinal design while allowing for views throughout the building to either end of the sight. The large glass windows capture the beautiful Lake Erie view, while always keeping the Graycliff House in focus. From the use of balcony spaces to the expression of the floor plate, design elements from the original house become evident in the design of the expansion. The gift shop can be accessed separately from the exhibition and event space to allow for different uses throughout the year. The second floor mezzanine of the exhibition and event space looks down onto the first floor creating an open and spacious room which allows for the light to spread throughout the space all year round. Events can be catered in-house with the addition of the kitchen, while the new storage space can hold necessary items from exhibition pieces when there is an event to items from the Graycliff House itself. The basis of this project was to create a structure from the ground up using Autodesk Revit. All drawings, renders, details, families, and schedules were created using only the Revit software.

Front Entrance Render

Back Elevation Render

First Floor Plan

Second Floor Plan

North Elevation

West Elevation

South Elevation

East Elevation

BUFFALO BENCHES PROJECT Conway Park, Buffalo, New York 14204 42°52’01.2”N 78°52’04.3”W Small Built Works Studio Faculty: Bradley Wales Spring 2016 Part of the Small Built Works Studio, the Buffalo Benches Project was a design-build project specifically designed for The Old First Ward community. Working along with The Old First Ward Community Center students were tasked with different tasks in order to take our individual bench designs and bring them to reality. Other than the design of my bench, tasks I specifically was in charge of were: 1. Researching the most cost-effective and weather resistant wood. 2. Source, Price and order all the wood needed for the studio. 3. Build and maintain the studio website: smallbuiltworks.com As for the bench itself, named Bench out of Shape was designed after the railroad that cut through the Old First Ward in the 19th century. Using 2”x 6” cedar lumbar the open crossing z shape design allows for people to sit or lay on the bench as they please. One could also use the ends to turn around and use as an armrest or a table if desired, or the other way as a backrest. Structural support is held by 1/8 inch steel plates cut to mimic the wood design and is held together by threaded rods. The intended location for my bench is in Conway park right across Ohio street from the new Rowing Club Building which rests in front of the Buffalo River.

TRAVEL SKETCHES

Grand Tour | Headed South Venice Architecture Biennale Travel Study Programs Faculty: Gregory Delaney Winter 2016, Summer 2018 Sketching is a major form of understanding architecture and specific detail that catches the attention of our eyes in ways a photograph cannot. Each sketch acts as a form of documentation of a learning process throughout each journey. Locations of sketches vary from southern United States (Dallas, Texas to Miami Florida) to Venice, Italy. Europe Venice, Italy United States Dallas, Texas Fort Worth, Texas Austin, Texas San Antonio, Texas Houston, Texas Biloxi, Mississippi Montgomery, Alabama Selma, Alabama Baton Rouge, Louisiana New Orleans, Louisiana Atlanta, Georgia Savannah, Georgia Charleston, South Carolina Seaside, Florida St. Augustine, Florida Miami, Florida

EVAN GLICKMAN architecture portfolio

516.776.7676 evan.m.glickman@gmail.com