Graduate Architecture Portfolio by joshuatguertin

JOSHUA GUERT I N

graduate architecture portfolio

CON T A C T IN FO Joshua Guertin 508.843.7117 joshuatguertin@gmail.com 125 Leslie Road Rowley, MA 01969

TABLE OF CONTENTS ACADEMIC 06

A Vertical Social Street

A Cape for Living

Competition Board Design

Cultural Megaphone

Museum as a Projector

Birds + Kayaks PROFESSIONAL

Professional Work PERSONAL

Sketching

Travel Photography

A CA D E M IC

A VE R T ICAL S O CIAL S TRE E T Urban Living in Minneapolis

2019 Society of American Registered Architects Award of Merit Fall 2018 Design Studio Professors: David Franco Daniel Harding Ulrike Heine Studio Partner: Kelly Umutoni

exterior perspective from street

Located in the Warehouse District of Downtown Minneapolis, A Vertical Social Street (VSS) seeks to promote long-term living by proposing a mixed-use building with an integrated social core. The social street moves vertically through the building starting in the lower major public spaces up to the residential floors

through a series of ramps and stairs. Along the social core there are programmed spaces that allow for chance encounters between building occupants. This creates an indoor vertical social street in the building to promote wellness and connectivity within a multi-generational community.

level 15

level 13

level 11

yoga studio library

level 09

level 07

level 05 park

rink

market

level 03

level 01

exploded selected levels axon vertical social street highlighted in orange

Design for Climate The building is punctuated with vegetated terraces that provide access to green space for occupants and help to slow down the rate of storm-water runoff. Minneapolis is expected to experience a drastic increase in precipitation and surface flooding due to climate change.

Design for Community The city of Minneapolis allocated $200,000 to visually improve its main drag, Hennepin Avenue, by implementing murals that celebrate local arts and culture. VSS will extend this initiative vertically up the social street by commissioning new murals in the social spaces of the building. These murals will be the result of collaboration between locals artists and the community as a way to connect the building to the city and help inform its own identity.

concept diagram

exterior section perspective of rink above market

contextual site plan

interior perspective of library

exterior perspective of park

concept sketch of market

interior perspective of market

exploded wall assembly

1/16â&#x20AC;? chipboard + acrylic model

A C AP E F O R LIVING

Temporary Housing Solutions in Victoria, British Columbia Fall 2019 Design Studio Professor: Daniel Harding Studio Partners: Dominic Becker | Cole Robinson

existing parking lot prone to flooding

raise earth to protect and promote natural habitat

cut landscape for accessibility

concrete plinths become mooring points for housing

concept process

construct wetlands to manage storm water

heritage trail to tell Oak Bayâ&#x20AC;&#x2122;s stories

affordable temporary housing

interactive + protective tidal pools

This project is about exploring reciprocity between the built and the landscape by re-imagining an existing parking lot as a natural landform integrated with sustainable site strategies. The natural landscape is cut for accessibility throughout the site. Concrete ‘mooring’ plinths are set into the site, where houses can be assembled, which creates a sinuous transition from landscape to architecture. Constructed wetlands and a heritage trail cut through the spine

of the site, culminating in a community center and amphitheater. All structures on site are constructed using the Clemson patented ‘Sim[PLY]’ plywood framing system. This construction method uses steel zip ties to fasten CNC-cut plywood members together. Sim[PLY] is an ideal construction type for temporary housing solutions because it can be safely assembled and disassembled by any able bodied person.

site plan

Design for Flexibility The concrete ‘mooring’ plinths are designed to accept 8’ x 16’ and 16’ x 32’ footprints. The former is for a studio unit and the ladder for a master bedroom or double unit. In the event temporary and affordable housing solutions are no longer required or desired, the houses can easily be disassembled and flat packed for use later or elsewhere. Then, the complex can transform into a park of plinths that can be used as camping sites.

double unit plan

double unit section

Design for Accessibility All units are designed to be completely accessible with turning radii and barrier free layouts in accordance with Canadian building code. Exterior corten steel shutters can be operated by hand to protect the windows from stormy weather. Each unit features a front patio to encourage community interaction.

concept sketches

studio unit plan

studio unit section

exploded axon

section perspective of constructed wetlands + heritage trail

shoreline section perspective of eco-concrete tidal pools

community center section perspective

Design for Ecology The heritage trail shares the stories of Oak Bayâ&#x20AC;&#x2122;s rich history and teaches about the Victoria Harbour Bird Sanctuary, an ecosystem among the most biologically diverse in the world. This space is for the public to enjoy the outdoors and the panoramic views of the Salish Sea. The constructed wetlands manage and treat storm water runoff and are integrated with utilities to treat wastewater produced on site. This process creates an ideal environment for microorganisms to remove pollutants from the water, which in turn make for an incredibly bio-diverse ecosystem to support wildlife habitat.

Design for Community Poll results indicate the Oak Bay residents sorely miss the old Oak Bay Boathouse because it served as the hub of the community. The proposed Community Center is a reinterpretation of the Old Boathouse, designed to capture the spirit of the old in a contemporary space. It features social spaces, where meetings and workshops can take place. The base level features storage and repair space for water sport equipment: large garage doors allow for a seamless transition from sea to storage.

exterior perspective of community center

Competition Board Design: A Vertical Social Street

TURKEY HEAD AS A

storm

marina

Salish Sea

existing parking lot prone to flooding

high tide low tide

CAPE FOR LIVING

HERITAGE TRAIL

S ALIS H S E A

raise earth to protect and promote natural habitat

constructed wetlands to manage storm water

Somewhat walkable

6.1/10

Bikeable

6.7/10

Some Transit

4.9/10

3000 square miles of coastline

interactive + protective tidal pools

8 million people 37 mammal species

VANCOUVER

172 bird species 247 fish species

cut landscape for accessibility

The heritage trail tells the stories of Oak Bay’s rich history including information about the importance of the First Nation Lekwungen people, the former aquarium SeaLand, the Old Oak Bay Boathouse, and local wildlife at Turkey Head

OAK BAY LIVABILITY

one of the most biologically rich inland seas ins the world

No affordable housing

heritage trail to tell Oak Bay’s stories

VICTORIA

OAK BAY CLIMATE IMPLICATIONS More intense storms

concrete plinths are mooring points for housing

affordable temporary housing

Drier summers SEATTLE

CONSTRUCTED WETLANDS

Rainier winters

SITE UTILITIES

manage and treat storm water runoff, integrated with utilities to treat wastewater produced on site, creating a rich ecosystem just outside your door

utilities are permanently tied into the concrete plinths, simplifying the housing assembly process black and graywater produced on site are deposited into the constructed wetlands

SUMMER SOLSTICE 16 hours of daylight

LACK OF AFFORDABLE HOUSING IN OAK BAY

DOWNTOWN VICTORIA 2.5 miles away

SINGLE PUBLIC GATHERING SPACE IN OAK BAY

WINTER SOLSTICE 8 hours per day BUS STOP

WATERSPORT ACTIVITIES YEAR ROUND

BIKE + PEDESTRIAN FRIENDLY ROADWAYS PROPOSED PUBLIC SPACES FOR COMMUNITY

ENERGY With 12” thick walls, our SIM[PLY] system has an R-value of R-17. The North-South orientation of the homes on Turkey Head maximizes solar orientation in terms of light exposure and passive heat gain.

4’-0” x 8’- 0” plywood

WOOD SIDING AVB 3/4" PLYWOOD BATT INSULATION 3/4" PLYWOOD 5/8" GWB

STUDIO

ROLLER MECHANISM

8’ x 16’ | 130 SF Twin Bed 23 Total Units

FLANGE FASTENED TO SHEATHING, TURN ABOVE MULLION

BI-FOLDING CORTEN STEEL SHUTTER PANEL

A studio unit is great spot for Claire, who teaches watersport classes and works at the boathouse

CNC components

HUMAN POWER

INTERIOR

assemble by hand

EXTERIOR

Kinetic Corten shutters are crank operated by hand that can be closed to protect the homes’ glazing from heinous weather

TWO BEDROOM 14’ x 32’ | 480 SF 7 Units Available Michael loves the accessible shore, where he can enjoy wildlife safely

SIM[PLY] INTEGRATION every building on site is constructed with the Clemson patented Sim[PLY] plywood framing system

ACCESSIBILITY The concrete plinths are designed to receive a 12” Sim[PLY] subfloor

ONE MASTER 14’ x 32’ | 480 SF 7 Units Available Carl and Linda are retirees who love bird watching right outside their master bedroom unit National Building Code of Canada (NBC) Section 3.8.3.4 Ramps not have a slope more than 1 to 12

RECIPROCITY Corten steel edging cuts the natural landscape, creating a clean transition from natural habitat to path, protecting the environment for migratory bird species to nest

FILM CIRCUS

POP-UP MARKET

The main avenue adjacent to the boathouse serves as a pop-up market space for the community to sell goods

14’ x 32’ | 480 SF a converted housing unit for film production admin and storage Turkey Head is the perfect mooring spot for a videographers working for 3 month intervals in the Victoria film industry

AMPHITHEATER

An amphitheater serves as a community gathering space that looks out toward the First Nation Islands in the Salish Sea

MOORING Concrete plinths are cast into Corten steel framework that create a smooth transition from natural landscape to the built environment, a great spot for a temporary home to perch

ACCESSIBILITY

SALISH SEA SCULPTURE

A sloped ramp network connects the public to the constructed tidal pools, where people can interact with the marine ecology

WATERSPORTS The site is designed to encourage watersport activity by providing beach landing zones and storage in the community boathouse

The existing sculpture on site is a recent addition that represents a step toward rekindling an appreciation for First Nations in Oak Bay

high tide

SHORELINE Eco concrete shelves provide shoreline stabilization, protection, enhance biodiversity and allow the community to interact with the marine environment

splash zone

TIDAL POOLS

Eco-concrete mats and seawalls stabilize shoreline banks and support growth of flora and fauna

low tide

VERSATILITY With the Sim[ply] system, homes can be assembled and disassembled as needs grow and shrink The homes can be constructed by the average person on the permanent concrete plinths

COMMUNITY BOATHOUSE The main avenue adjacent to the boathouse serves as a pop-up market space for the community to sell goods

GARAGE DOORS hand operated doors open the base level of the boathouse for a seamless transition from sea to storage for water sport activity

Competition Board Design: A Cape For Living

C UL T URAL ME G AP H O NE An (Ongoing) Installation

2019-2020 Graduate Assistant Project Professors: Daniel Harding | Rhondda Thomas Design Team Members: Rachel Baca Henry Lee Sophia Delgado Ryan Massengill Jeremy Eaton Cody Moore Mohamed Fahkry Sydney Parker Josh Guertin Baker Roddey Bryan Hazel Kelly Umutoni Audrey Hesson Chloe Voltaire

schematic axon (Josh Guertin)

The Backstory Cultural Megaphone is an installation designed to parallel Literature Professor Rhondda Thomas’ long term research project titled Call My Name: African Americans in Early Clemson History. The project’s goal is to reveal the buried history of slavery at Clemson; she is giving the names of the people the credit they deserve. The focus is to tell the stories of the six generations of African-Americans at Clemson: (1) the enslaved and free people of African descent, (2) the sharecroppers, (3) the convict laborers, (4) the wage-workers, (5) the musicians, and (6) the African American Clemson students, faculty and staff.

The Design The installation is about the power of a name, talking through walls, and telling untold stories. It is constructed using the Clemson patented Sim[PLY] framing system. The concept is rooted in the idea that the wall cannot stand alone, the megaphones must be inserted to support the structure. This makes for an interesting assembly process that encourages literally ‘talking through the wall’. Each megaphone is designed at a specific height to optimize approachability for all: for the toddler, the wheelchair bound, the deaf using ASL, the giant basketball star. As of February 1st , 2020, the project is still being developed.

production + assembly photos

M US E U M AS A P RO JE CTO R Antoni GaudĂ Museum

Spring 2019 Design Studio at the Barcelona Architecture Center Professor: Miguel RoldĂĄn

nativity facade composition of three

section perspective of museum

group and divide program into three

This proposal unites pedestrian circulation between an upper park and submerged museum to create a variety of views of La Sagrada Familia. Emerging from the earth, the vaults recall GaudĂâ&#x20AC;&#x2122;s catenary arches and project views to the Basilica. The three volumes each house a major part of museum program: the permanent collection, temporary collection, and administrative zone. This arrangement

unite upper park with underground museum

of program creates a sinuous circulation through the museum that is reflected above in the park. La Sagrada Familia is one of the most visited tourist attractions in the world: 4.5 million people enter the basilica per year, while 20 million people traffic the adjacent streets per year. This museum and park proposal is designed to handle up to 75,000 visitors per day during high tourism seasons.

project views to LSF by morphing topography

From Park to Museum Visitors can ascend and descend the vault roofs on perimeter paths or freely navigate the grass slopes for diverse views of La Sagrada Familia. In between the hills, visitors can enter the museum on the mezzanine level, uniting the park and museum. A ceramic tile mosaic indicates the inaccessible parts of the vault roofs, creating a fantastical play of light and reflection, while ceramic tiled light-wells emerge on the grassy slopes.

roof/site plan

concept wire model

program diagram

second level

ground level

Double Layer A steel arched structural system supports the three vaults of the museum. The vault is double layered with an exterior concrete shell and an interior wood shell. The wood vault is perforated to produce a glittering illumination by means of both natural and artificial lighting, evoking a rainfall of light over the museum. Design for Intimacy Where the interior wraps into the double vault cavity, alcoves are created in the exhibition spaces and on the mezzanine level. These spaces scale down the museum to human size and allow for more intimate and quieter interactions with exhibitions and other visitors. Referencing Norman Fosterâ&#x20AC;&#x2122;s Sainsbury Centre, where the services wrap the museum space, here, the closed alcove spaces house the services of the building, including restrooms and mechanical rooms.

roof skylight detail

longitudinal section

museum section collage

exploded axon

mapping project: 24â&#x20AC;? x 56â&#x20AC;? a study coinciding with studio project: A Cape for Living Applied Mapping: Fall 2019 Professor: Elysse Newman

how to kayak the Victoria Harbour Bird Sanctuary to see the most coveted migratory and local bird species in the Salish Sea Region year round and seasonally

PR O FE S S IO N A L

AE500

H9 AE500

Sim

H9 AE500

LEVEL 4 - ROOF 151' - 0"

3' - 9 1/2"

3' - 0"

LEVEL 4 - ROOF 151' - 0"

6' - 10 3/4"

Sim

6' - 10 3/4"

H1 AE500

AE500

10' - 0" 1' - 0"

6' - 10 3/4"

3' - 9 1/2" 14' - 0"

10' - 0"

14' - 0"

W1.B

PAVER PEDESTAL PAVER PEDESTA LEVEL 3 - THIRD FLOOR LEVEL 2 - SECOND FULLY 137' - 0"

FLOOR 123' - 0"

FULLY ADHERED ADHERED MEMBRANE 3' - 9 1/2"

1' - 0"

PAVER

Sim

3' - 0"

14' - 0"

10' - 0"

14' - 0"

METAL DECK, RE: METAL DECK, RE: STRUCT

H15 AE502

1' - 0"

LEVEL 2 - SECOND FLOOR 123' - 0"

T.O.S. 149' - 6"

Sim

1' - 0"

14' - 0"

Sim

L6 AE502

8' - 0"

COMPOSITE PANEL SYSTEM PANEL TONE COMPOSITE STONE RAINSCREEN PANELRAINSCREEN SYSTEM PANEL

LEVEL 1 - FIRST FLOOR 109' - 0" 10' - 0"

3' - 6"

3' - 4"

3' - 0"

LEVEL 2 - SECOND FLOOR 123' - 0"

D1 TYPICALDETAIL SECTION DETAILPAVER @ ROOF P TYPICAL SECTION @ ROOF L9 AE502 1 1/2" = 1'-0"

Sim

L11 AE501

14' - 0"

ROOF INSULATION ROOF INSULATIO

Sim

LEVEL 1 - FIRST FLOOR 109' - 0"

PERMEABLE AIR BARRIER PERMEABLE AIR BARRIER

H15 Sim H15 AE502 AE502

10' - 0"

Sim

H15 AE502

Sim

AE500

LEVEL 4 - ROOF 151' - 0"

14' - 0"

2' - 0"

14' - 0"

3' - 4"

4' - 0"

Sim

D1 AE502

RIGID INSULATION RIGID INSULATION LEVEL 1 - FIRST FLOOR E13 109' - 0" RE: STRUCTURE KICKER, KICKER, RE: STRUCTURE 14' - 0"

ROOF MEMBRANE ROOF MEMBRANE

1' - 0"

LEVEL 2 - SECOND FLOOR 123' - 0"

W1.B 11 H9 10 LEVEL AE5003 - THIRD FLOOR 137' - 0"

W2.A

L6 AE502

Sim 6" METAL FRAMING 6" METAL FRAMING

Sim

3' - 6"

Sim

H15 AE502

3' - 0"

1' - 0"

LEVEL 3 - THIRD FLOOR 137' - 0"

LEVEL 2 - SECOND FLOOR 123' - 0"

10' - 0"

14' - 0"

2' - 2 1/2"

E9 AE500

Sim

H15 AE502

Sim

H15 AE502 3' - 0"

3' - 9 1/2"

10' - 0"

L11 AE501

Sim

3' - 0"

1' - 0"

2' - 2 1/2" 6' - 0"

Sim13

14' - 0"

Sim

CONTINUOUS AVB CONTINUOUS AVB E13 Sim AE500 5' - 9 1/2"

3' - 4"

H9 AE500

W2.A

Sim

(2) LAYERS OF 5/8" (2) LAYERS OF 5/8" EXTERIOR SHEATHING EXTERIOR SHEATHING

14 13 LEVEL 3 - THIRD FLOOR 137' - 0"

W2.A

A9 AE500

Sim

H15 AE502

LEVEL 4 - ROOF 151' - 0"

E9 Sim E9 AE500 AE500 LEVEL 3 - THIRD FLOOR LEVEL 2 - SECOND 137' - 0" W1 CONTINUOUS BLOCKING CONTINUOUS BLOCKING FLOOR CLEAT CONTINUOUS CLEAT 123' -CONTINUOUS 0" CONTINUOUS SEALANT CONTINUOUS SEALANT

E13 AE500

H13 AE500

3' - 0"

14' - 0"

5' - 9 1/2"

PREFINISHED PREFINISHED ALUMINUM LOW- ALUMINUM LOWPROFILE PROFILE ROOF EDGE TRIM ROOF EDGE TRIM

Sim

LEVEL 4 - ROOF 151' - 0"

W2.A

Sim E13 E13 AE500 AE500 FLASHING @ FLEXIBLE FLASHINGFLEXIBLE @ FASTENERS, TYP. FASTENERS, TYP.

June - August 2019

3' - 9 1/2"

6' - 0"

Sim

1' - 0"

H1 AE500

6' - 10 3/4"

Core & Shell 15 15

16 16 LEVEL 3 - THIRD FLOOR 137' - 0"

H13 AE500

10' - 0"

Sim

2' - 5 1/4"

3' - 9 1/2"

E9 AE500

10' - 0"

Maine Medical Center Medical Office Building

XB 14' - 0"

14' - 0"

Sim

2' - 5 1/4"

SM RT B| Architects + Engineers

A.5 E13 AE500

A9 AE500

Sim

D1 AE502

L8X4X7/16 (LLV)

LEVEL 4 - ROOF 151' - 0"

4" MIN. SPRAY FOAM4" MIN. SPRAY FOAM THICKNESS AT TERMINATION LEVEL GTHICKNESS - GROUND AT TERMINATION FLOOR 95' - 0" Sim

A1 AE501

Sim 14' - 0"

A1 AE501

14' - 0"

LEVEL 1 - FIRST FLOOR 109' - 0"

LEVEL G - GROUND FLOOR 95' - 0"

A1 AE501

LEVEL G - GROUND FLOOR 95' - 0"

R KICKER, RE: STRUCTKICKER, A

Sim

AE5 ROOF MEMBRANE ROOF MEM

PROTECT PROTECTION BOARD

LEVEL G - GROUND FLOOR 95' - 0"

A6 AE501

DEFLECTION CLIP DEFLECTION CLIP

5/8" SHEA

5/8" SHEATHING

DEFLECTION CLIP DEFLECTION CLIP LEVEL 4 - ROOF 151' - 0"

LEVEL 1 - FIRST FLOOR 109' - 0"

L8X4X7/16 (LLV)

1' - 0"

LEVEL 1 - FIRST FLOOR 109' - 0"

14' - 0"

A1 AE501

Sim LEVEL G - GROUND FLOOR 95' - 0"

INSULATIO

INSULATION

A6 AE501

Sim

KICKER BRACE, RE: KICKER STRUCTBR

LEVEL G - GROUND FLOOR 95' - 0"

CONTINUO CONTINUOUS AIR BARRIER

METAL DE METAL DECK, RE: STRUCT

LEVEL 4 - ROOF 151' - 0"

TYPICALDETAIL SECTION DETAIL @ KICKER PARAPET TYPICAL SECTION @ KICKER PARAPET WALL SECTION WALL SECTION H13 H13 A16 1/2" =A13 1'-0" 1 1/2" = 1'-0" 1/4" = 1'-0" 1/4" =11'-0"

TYPICAL SECTION DETAIL @ KICKER TYPICAL SECTION DETAIL @ KICKER BASE WALL SECTION A10 1 1/2" = 1'-0" H9 1/4" = 1'-0"

WALL SECTION 17

15 1/4" = 1'-0"

A16

WALL SECTION 14

1/4" = 1'-0"

A13

WALL SECTION 12

COL. 30x42

1' - 10"

A10

9 9

1' - 2 3/8"

5/8" GWB

6" METAL FRAMING 6" METAL FRAMING

32 5/8" GWB

1/4" = 1'-0"

11 COL.

1' - 2 3/8"

5/8" GWB

LEVEL 4 - ROO 151' -

CELL FOAM INSULATION CLOSED CELL FOAMCLOSED INSULATION 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING 5/8" GWB

6" METAL FRAMING 6" METAL FRAMING CLOSED CELL FOAMCLOSED CELL FOAM INSULATION INSULATION

6" METAL FRAMING 6" METAL

PERMEABLE AIR BARRIER PERMEABLE AIR BARRIER

CLOSED CELL FOAMCLOSED INSULATI INSULATION

RIGID INSULATION RIGID INSULATION LOOSE LINTEL LOOSE LINTEL

5/8" EXTERIOR SHEATHING

5/8" EXTE SHEATHI

PERMEABLE AIR

PERMEAB

TYPICAL SECTION DETAIL @ PANEL PARAPET T.O.S.

COL.

TYPICAL SECTION DETAIL @ KICKERMark BASE Rogers I worked with project architects, H9 1 1/2" = 1'-0" and Jenn Kady, on the envelope design of the stoneCOL. composite and brick veneer rain-screen 6" METAL FRAMING NSULATION Sim Sim H1 H15 HING CELL sketching/ FOAM systems. I enjoyed hand 1' - 10"our process ofCLOSED AE502 W1.B INSULATION AE502 IER 1' - 2 3/8" drafting to resolve details and then inputting and LEVEL 3 - THIRD FLOOR LEVEL 3 THIRD 5/8" EXTERIOR FLOOR 137' - 0" 137' - 0" modeling into Revit. I learned SHEATHING how to design a PERMEABLE AIR BARRIERa rain-screen continuous insulated envelope with T.O.C. 6" METAL FRAMING NSULATION EL. VARIES system, waterproof canopies, CLOSED andCELL coordinate HING FOAM RIGID INSULATION AINSCREEN PANEL SYSTEM INSULATION IER with structural engineers. CAVITY

LEVEL 1 - FIRST FLOOR 109' - 0"

IGID INSULATION

TONE COMPOSITE RAINSCREEN ANEL SYSTEM Sim A1 RESTOPPING, TYP AE501

14' - 0"

COMPRESSIBLE FILLER FOUNDATION RE: STRUCT

LEVEL G - GROUND FLOOR 95' - 0"

ANEL

TYPICAL SECTION DETAIL @ PRECAST BASE

A13

1 1/2" = 1'-0"

WALL SECTION 12 12

11 11

2' - 5 1/4" 3' - 9 1/2"

RIGID INSULATION TYPICAL SECTION DETAIL @ GRADE DAMPPROOFING

1/4" = 1'-0"

8 9

9 8

A15 AE502

Sim

1 1/2" = 1'-0" INSULATION VAPOR BARRIER 5

WALL SECTION TYPICAL SECTION DETAIL @ GRADE A41 1/2" = 1'-0" A5 1/4" = 1'-0"

WALL SECTION

A10

1/4" = 1'-0"

WALL SECTION

A7 6

7 6

6' - 10 3/4"

14' - 0"

2' - 2 1/2" 5' - 9 1/2" 2' - 2 1/2" 3' - 9 1/2" 5' - 9 1/2"

LEVEL G - GROUND FLOOR 95' - 0"

WALL SECTION ANEL WALL SECTIONTYPICAL SECTION DETAIL @ PRECAST BASE A7 A10 A9 A13 1/4" = 1'-0" 1/4" = 1'-0" 1 1/2" = 1'-0" 11

Sim

A6 AE501

RIGID INSULATION GROUT CAVITY SOLID DAMPPROOFING BELOW FLASHING INSULATION COMPRESSIBLE VAPOR BARRIERFILLER RUN AIR BARRIER OVER BRICK SHELF, LAP OVER DAMPPROOFING

1 1/2" = 1'-0"

A13

CONTINUOUS PERMEABLE AIR BARRIER SEALANT MORTAR NET GRADE, RE: CIVIL LAP BACK FLASHING 3" MIN. LEVEL 1 - FIRST FLOOR METAL 109' - 0" FLASHING W/ HEMMED EDGE SEALANT GROUT- PROVIDE CAVITY SOLID BETWEEN FLASHING AND BRICK BELOW FLASHING A6 WEEP AE501 COMPRESSIBLE FILLER RUN AIR BARRIER OVER SEALANT BRICK SHELF, LAP OVER GRADE, RE: CIVIL DAMPPROOFING Sim

A9 AE500

A6 AE501

Sim

A AE

Sim

5/8" GWB RIGID INSULATION 6" METAL FRAMING CONTINUOUS CLOSED CELLAIR FOAM INSULATION PERMEABLE BARRIER LEVEL 1 - FIRST FLOOR 5/8" EXTERIOR MORTAR NET SHEATHING ALIGNED 109'BACK -CONCRETE 0" FLASHING WITH BELOW LAP 3" MIN. METAL FLASHING W/ HEMMED Sim E13 EDGE - PROVIDE SEALANT AE500 BETWEEN FLASHING AND BRICK WEEP RIGID INSULATION

A9 AE500

SLOPE GRADE EVENINLY TO BASE FOUNDATION RE: STRUCT LEVEL G - GROUND FLOOR 95' - 0"

LEVEL G - GROUND FLOOR 95' - 0"

1 1/2" = 1'-0"

A6 AE501

GEEN GIRT VERT @ 4'-0" O.C. ALIGN WITH STUD FRAMING BELOW GRADE INSULATION COMPRESSIBLE FILLER

A6 AE501

A1 AE501

2' - 2 1/2"

LEVEL 1 - FIRST FLOOR P.T. 2X WRAPPED 109' - 0" FLASHING GLUED AND FASTENED

CLOSED CELL FOAM 1 1/2" INSULATION = 1'-0" 5/8" EXTERIOR SHEATHING ALIGNED WITH CONCRETE BELOW

LEVEL 2 - SECOND FLOOR 123' - 0"

5' - 9 1/2"

Sim

AE500

2' - 2 1/2"

1' - 0"

D1 AE502

14' - 0"

2' - 8" 2' - 2 1/2"

14' - 0"

8" EXTERIOR SHEATHING TONE COMPOSITE RAINSCREEN ANEL SYSTEM ERMEABLE AIR BARRIER

A6 AE501

E13 AE500E9

1' - 10"

1' - 2 3/8"

3' - 4"

3' - 0" 10' - 0"

14' - 0"

" METAL FRAMING LEVEL 1 - FIRST FLOOR 109' - 0" T.O.C. GIRT FIBERGLASS EL. VARIES LOSED CELL FOAM NSULATION IGID INSULATION

RESTOPPING, TYP T.O.C. EL. VARIES

COL.

W2.B

5/8" GWB

6" METAL FRAMING TYPICAL SECTION DETAIL @ Sim RELIEVING ANGLE

Sim

E13 AE500

2' - 8"

LEVEL 2 - SECOND FLOOR 123' - 0"

COL.

1' - 10"

1' - 2 3/8"

1 1/2" = 1'-0" H1 6" METAL FRAMING AE502 CLOSED CELL FOAM INSULATION LEVEL 2 - SECOND FLOOR 5/8" EXTERIOR SHEATHING 123' - 0" PERMEABLE AIR BARRIER A9 RIGID INSULATION AE502 STONE COMPOSITE RAINSCREEN 5/8" GWB PANEL SYSTEM Sim E13 6" METAL FRAMING Z GIRT LEVEL 1 - FIBERGLASS FIRST FLOOR AE500 - 0" CLOSED CELL109' FOAM INSULATION P.T. 2X WRAPPED 5/8" EXTERIOR SHEATHING FLASHING GLUED AND FASTENED PERMEABLE AIR BARRIER RIGID INSULATION GEEN GIRT VERT @ 4'-0" O.C. ALIGN STONE COMPOSITE WITH STUD FRAMINGRAINSCREEN PANEL SYSTEM A9 BELOW GRADE INSULATION AE502 Z GIRT FIBERGLASS SLOPE GRADE EVENINLY TO BASE

Sim

1 1/2" = 1'-0"

5/8" GWB

14' - 0"

H15 AE502

1' - 0"

GIRT FIBERGLASS

LOSED CELL FOAM NSULATION D1 8" EXTERIOR SHEATHING AE502 ERMEABLE AIR BARRIER 8" GWB

-0"

AE500

14' - 0"

10' - 0"

E13

1 1/2" = 1'-0" " METAL FRAMING

14' - 0"

Sim

TYPICAL SECTION DETAIL @ BRICK SLAB EDGE 5/8" GWB

FLOOR

123' - 0" Sim TYPICAL SECTION DETAIL @E9 RELIEVING ANGLE BRICK VENEER

5' - 9 1/2"

14' - 0"

ANEL 8" GWB

E13 AE500

SIMPSON 5/8" GWB SLIP CONNECTOR

LEVEL 3 - THIRD FLOOR LEVEL 2 - SECOND 137' - 0"

COL.

Sim

E9 AE500

14' - 0"

1 1/2" = 1'-0"

WEEP BRICK VENEER RELIEVING ANGLE, RE: STRUCT

Sim

LEVEL 3 - THIRD FLOOR 137' - 0"

AE500

2' - 2 1/2"

TYPICAL SECTION DETAIL @ BRICK SLAB EDGE

W2.A

5' - 9 1/2"

FIRESTOPPING, TYP LEVEL 2 - SECOND BRICK VENEER FLOOR 123' - 0"

LEVEL 3 - THIRD FLOOR 137' - 0"

Sim

6' - 10 3/4"

2' - 2 1/2" 3' - 9 1/2" 2' - 2 1/2"

3' - 9 1/2"

H1 AE502

3' - 9 1/2"

1' - 0"

E13

H1 CAVITY AE502

3' - 4"

1 1/2" = 1'-0" D

W1.B

LEVEL 2 - SECOND FLOOR 123' - 0" 3' - 0"

ANEL

Sim

2' - 2 1/2"

H15 AE502

Sim

LEVEL 4 - ROOF 151' - 0"

14' - 0"

AINSCREEN PANEL SYSTEM D

1' - 10"

1' - 2 3/8"

5/8" EXTERIOR SHEATHING FIRESTOPPING, PERMEABLE AIRTYP BARRIER BRICK VENEER T.O.C. EL. VARIES RIGID INSULATION

14' - 0"

10' - 0"

14' - 0"

3' - 9 1/2"

LEVEL 4 - ROOF 151' - 0"

2' - 5 1/4"

H9 AE500

E13

1 1/2" = 1'-0" 6" METAL FRAMING CLOSED CELL FOAM INSULATION 5/8" EXTERIOR SHEATHING RIGID INSULATION Sim PERMEABLE AIR BARRIER H1 AE500 MORTAR NET LEVEL 3 - THIRD FLOOR METAL FLASHING, LAP BACK 3" MIN. 137' - 0" THERMAL BREAK 6" METAL FRAMING LEVEL 4 - ROOF 151' - 0" CELL FOAM INSULATION Sim CLOSED E9 5/8" EXTERIOR SHEATHING WEEP AE500 RIGID INSULATION RELIEVING RE: STRUCT PERMEABLEANGLE, AIR BARRIER MORTAR NET SIMPSON SLIP CONNECTOR METAL FLASHING, LAP BACK 3" MIN. THERMAL BREAK Sim E13 Sim E13 AE500

COL.

Sim

3' - 4"

6' - 10 3/4"

H13 AE500

H1 AE500

1' - 10"

1' - 2SECTION 3/8" TYPICAL DETAIL AE500@ PANEL PARAPET 5' - 9 1/2"

1' - 2 3/8"

3' - 4"

14' - 0"

1' - 10"

14' - 0"

LEVEL 4 - ROOFDocuments Design Development - Construction XB COL. 151' - 0"

1 1/2" = 1'-0" 149' - 6" PERMEABLE AIR BARRIER RIGID INSULATION STONE COMPOSITE RAINSCREEN PANEL SYSTEM

14' - 0"

METAL DECK, RE: STRUCT 1 1/2" = 1'-0"

14' - 0"

3' - 9 1/2"

TYPICAL SECTION DETAIL @ KICKER BASE

2' - 2 1/2"

2' - 5 1/4"

KICKER BRACE, RE: STRUCT LEVEL 4 - ROOF LEVEL 4 - ROOF 151' - 0" 151' - 0" CONTINUOUS AIR BARRIER

3' - 9 1/2"

LEVEL 4 - ROOF 151' - 0"

2' - 5 1/4"

CONTINUOUS BOARD AIR BARRIER PROTECTION Sim H1 INSULATION AE500 METAL DECK, RE: STRUCT

H9 AE500

H15 TAE502

PREFINISHED ALUMINUM LOWROOF INSULATION PROFILE ROOF EDGE TRIM 5/8" EXTERIOR SHEATHING CONTINUOUS BLOCKING FILL CAVITY W/ SPRAY FOAM INSULATION CONTINUOUS CLEAT 6" METAL FRAMING Z GIRT FIBERGLASS Sim 5/8" EXTERIOR SHEATHING H1 CONTINUOUS SEALANT AE500 T.O.S. ANCHOR BOLT149' - 6" PERMEABLE AIR BARRIER ROOF INSULATION RIGID INSULATION 5/8" EXTERIOR SHEATHING LEVELFILL 4 - ROOF STONE COMPOSITE RAINSCREEN CAVITY W/ SPRAY FOAM INSULATION 151' SYSTEM - 0" PANEL 6" METAL FRAMING 5/8" EXTERIOR SHEATHING

KICKER, RE: STRUCT KICKER BRACE, RE: STRUCT ROOF MEMBRANE

14' - 0"

AE500

6 5

1/4" = 1'-0"

A4 3

5 3

Sim

PERSONAL

Florence from Piazzale Michelangelo | 2016

5 minute sketches | 2019

Lee Hall watercolor | 2019

London from St. Paulâ&#x20AC;&#x2122;s | 2019

US Embassy London | 2019

Tower Bridge | 2019

Girona | 8:30am | 2019

Edinburgh | Lord of the Flies | 2019

Scotland | Into the Mist | 2019

Switzerland | Retirement | 2016

TH ANK YO U