Graduate Architecture Portfolio by joshuatguertin

JOSH GUE RTIN graduate architecture portfolio

JOSH GUERTIN

JOSHUATGUERTIN@GMAIL.COM (508) 843-7117

125 LESLIE ROAD ROWLEY, MA 01969

EDUCATION 2018-2020

CLEMSON UNIVERSITY

CLEMSON, SC

MASTER OF ARCHITECTURE May 2020 | GPA 3.89 Barcelona Architecture Center spring 2019 | Barcelona, ESP 2013-2017

WORK EXPERIENCE 2019-2020

UNIVERSITY OF MASSACHUSETTS AMHERST

AMHERST, MA

BACHELOR OF FINE ARTS IN ARCHITECTURE May 2017 | GPA 3.74 Cum Laude | History of Art + Architecture Minor Lorenzo de Medici Institute spring 2016 | Florence, ITL

CLEMSON SCHOOL OF ARCHITECTURE

CLEMSON, SC

GRADUATE ASSISTANT Lead student teams for design build projects 2017-2019

SMRT ARCHITECTS + ENGINEERS ANDOVER, MA ARCHITECTURAL DESIGNER Produced SD, DD, and CD sets in Revit for a variety of projects including medical office buildings, engineering labs, hospitals, corporate offices, and prisons. Produced presentation graphics and renderings for proposals and client meetings

2010-2016

RTG ARCHITECT IPSWICH, MA DRAFTSMAN Assisted in the production of CD sets and performed field work for small scale state housing modernization projects and residential projects

ACHIEVEMENT + INVOLVEMENT

HARLAN E. MCCLURE AWARD FINALIST

2020

CLEMSON, SC Selected by faculty as one of four finalists for the most outstanding graduate design project

2019-2020

CLEMSON SCHOOL OF ARCHITECTURE DIRECTOR SEARCH COMMITTEE GRADUATE STUDENT REPRESENTATIVE

Nominated; non-voting member: participated in forming diversity plan, reviewing applications, present for applicant interviews, lead candidate discussions with student body 2019

2017

SARA NATIONAL DESIGN AWARD OF MERIT

CHICAGO, IL Awarded by Society of Registered American Architects for Fall 2018 studio project A Vertical Social Street with partner Kelly Umutoni

TAU SIGMA DELTA HONOR SOCIETY IN ARCHITECTURE AND ALLIED ARTS Recognized for “intellectual achievement, effort, and initiative as well as leadership and character”

2014-2017

AMERICAN INSTITUTE OF ARCHITECTURE STUDENTS

WASHINGTON, DC

UMass Amherst AIAS Chapter Member Vice President | 2015-2017

SKILLS PROFICIENT

PHOTOSHOP

ILLUSTRATOR

INDESIGN

REVIT

RHINOCEROS

INTERMEDIATE

AUTOCAD

SKETCHUP

ENSCAPE

V-RAY

MS OFFICE

NOVICE

3D PRINTING

CNC ROUTING

INTERESTS

ICE HOCKEY

BASEBALL

HIKING

SKIING

BIKING

DOGS

CRAFT BEER

TRAVEL

TA B L E O F C O N T E N TS 02

RESUME ACADEMIC

APPLETON HARVEST

A VERTICAL SOCIAL STREET

A CAPE FOR LIVING

COMPETITION BOARD DESIGN

CULTURAL MEGAPHONE

BIRDS + KAYAKS PROFESSIONAL

PROFESSIONAL WORK PERSONAL

SKETCHING

TRAVEL PHOTOGRAPHY

AC ADE MI C

A P P LE TO N [ HARVEST ] AGRIVOLTAIC FARM + FACTORY IN SOUTH CAROLINA Harlan E. McClure Award Finalist Clemson University School of Architecture Spring 2020 Design Studio Professors: Dustin Albright David Franco Daniel Harding Studio Partner: Kelly Umutoni

SITE ENTRY PERSPECTIVE

The Appleton [Harvest] proposal is located on a brownfield site in Anderson, South Carolina, formerly occupied by the Appleton textile mill. The collapse of the mill in the 1990s left an abandoned site that divides a neighborhood. Over the years, the scar has grown:

100% CROP

100% SOLAR

1 ACRE

the once-thriving mill village now lacks affordable food options. Through a design that explores exposure, transparency, and reciprocity, the project will stand at the crossroads of education and high-tech production, while promoting healthy living.

80% CROP | 80% SOLAR 1 ACRE

80% CROP | 80% SOLAR

TRADITIONAL

AGRIVOLTAICS

2 ACRE HARVEST

100% CROP 100% SOLAR

1 ACRE

160% CROP 160% SOLAR

60% INCREASE IN EFFICIENCY

SITE AERIAL

DESIGN FOR LIGHTNESS Inspired by agricultural center pivot irrigation structures, the buildingâ&#x20AC;&#x2122;s structure is designed to inspire a feeling of lightness. The major spaces feature cable assisted beams that perform as trusses in a lightweight manner. The top chord is a steel flange, while the bottom chord is reinterpreted into thin tension cables.

CABLE ASSISTED BEAMS

W14x53 COLUMN

OVERALL STRUCTURE AXON

W24x55 GIRDER

CROSS BRACING

DESIGN FOR CONTINUITY The cable assisted beams are featured throughout the project, using the same structural language to solve both interior and exterior conditions. The secondary structure consists of a cable truss curtain wall rigidly attached to the primary structure, reducing the steel clutter of a typical curtain wall system. The Agrivoltaic array uses the same cable assisted beam language for its structure with the addition of cross bracing stiffeners to stabilize the system.

CORE WALL

W10x45 COLUMN

W14x38 BEAM

RETAINING WALL

’- 0

”M

SPA

STEEL TENSION CABLES STEEL TOP CHORD BRACING A

STEEL TURNBUCKLE STEEL COLUMNS

CABLE ASSISTED BEAM

"0-'1 / "4/1

SECONDARY CURTAIN WALL

AGRIVOLTAIC CABLE ASSIST SYSTEM

1 COURTYARD SECTION PERSPECTIVE

EXTERIOR PERFORATED CORTEN STEEL

DESIGN FOR LONGEVITY The building is clad in a galvanized steel rainscreen that is selected for its durability, long life, and aesthetic that evokes historical industrial architecture. The curtain walls are adorned with a perforated corten steel screen that accents the galvanized cladding and protects against solar gain in the hot summer months. Perforated corten is selected because it is also long lasting, durable, and maintenance free.

GALVANIZED STEEL PANEL ASSEMBLY PARAPET WITH CONTINUOUS INSULATION

OPERABLE WINDOW DRAIN BEYOND TAPERED ROOF

WOOD PLANK CEILING CABLE ASSISTED BEAM RETURN DUCT

CIRCULAR RETURN DUCT (HUNG FROM DECKING) ROOF DRAINAGE PIPE BEYOND STEEL COLUMN BEYOND GLAZED PARTITION WALL

DESIGN FOR ENERGY The party wall between the Food Hub and Production features mechanically operated clerestory windows that allow for fresh air and natural ventilation to help passively condition the high volume Production space. The wall also has periodic shafts for ductwork and drainage pipes.

MEZZANINE

RADIANT PIPING PAINTED EXPOSED STEEL BEAMS PAINT EXPOSED STEEL GIRDER SUPPLY DUCT

= LOWER EATERY

PRODUCTION

DINING

EDUCATION

100 NEW JOBS RADIANT PIPING

DESIGN FOR COMMUNITY Appleton [Harvest] will employ over 100 people. Community members in the technical education program will be trained to work as operators on Solar Panel Assembly lines. The Cafeteria will generate positions for cooks, dishwashers, and service staff. In house tech start-ups and non-profits will offer intern positions for the local youth. Volunteer positions will also be available on the Farm, Bike Shop, and Laundromat.

CONCRETE SLAB ON METAL DECK

PRODUCTION

MECHANICAL ROOM

WALL SECTION

FOOD HUB EXTERIOR PERSPECTIVE

PRODUCTION INTERIOR PERSPECTIVE FROM FOOD HUB

A V E R T I CAL SO CI AL ST REE 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 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

1/16” CHIPBOARD + ACRYLIC MODEL

A CAPE FOR 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

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 reimagining 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 biodiverse 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: APPLETON [HARVEST]

COMPETITION BOARD DESIGN: A VERTICAL SOCIAL STREET

C U LT U R A L M E GA P H O N E 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

MAPPING PROJECT: 24” X 56” 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

P R O F E SS I O 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 RBT 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

1/4" = 1'-0"

11 COL.

1' - 10"

1' - 10" 1' - 2 3/8"

5/8" GWB

LEVEL 4 - ROO 151' -

A10

9 9

1' - 2 3/8"

5/8" GWB

6" METAL FRAMING 6" METAL FRAMING

32 5/8" GWB

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.

H13 AE500

I worked with project architects, Mark Rogers and 6" METAL FRAMING COL. H1 Jenn Kady, onW1.Bthe envelope design ofSimFOAM the stone CLOSED CELL AE502 INSULATION composite and brick veneer rain-screen I LEVEL 3 - THIRD FLOOR LEVEL 3 THIRD FLOOR 5/8" EXTERIOR systems. 137' - 0" 137' - 0" SHEATHING enjoyed our process of hand sketching/drafting to PERMEABLE AIR BARRIER T.O.C. 6" METAL FRAMING resolve details and then inputting and modeling into NSULATION EL. VARIES HING CLOSED CELL FOAM RIGID INSULATION AINSCREEN PANEL SYSTEM Revit. I learned how to design a continuous insulated INSULATION IER CAVITY 5/8" EXTERIOR envelope with a rain-screen system, SHEATHINGwaterproof FIRESTOPPING, T PERMEABLE AIRTYP canopies, and coordinate with structural engineers. BARRIER BRICK VENEER T.O.C.

W2.A

1 1/2" = 1'-0"

LEVEL 1 - FIRST FLOOR 109' - 0"

IGID INSULATION

TONE COMPOSITE RAINSCREEN ANEL SYSTEM Sim A1 RESTOPPING, TYP AE501

A6 AE501

COMPRESSIBLE FILLER FOUNDATION RE: STRUCT

LEVEL G - GROUND FLOOR 95' - 0"

ANEL

TYPICAL SECTION DETAIL @ PRECAST BASE

A13

1 1/2" = 1'-0"

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

RIGID INSULATION TYPICAL SECTION DETAIL @ GRADE DAMPPROOFING

WALL SECTION 12 12

11 11

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"

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"

14' - 0"

A1 AE501

A6 AE501

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

LEVEL G - GROUND FLOOR 95' - 0"

1 1/2" = 1'-0"

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

5' - 9 1/2"

2' - 2 1/2"

3' - 4"

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

A6 AE501

E13 AE500E9

1' - 10"

1' - 2 3/8"

14' - 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

2' - 2 1/2"

LEVEL 2 - SECOND FLOOR 123' - 0"

COL.

3' - 0"

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

Sim

E13 AE500

6" METAL FRAMING TYPICAL SECTION DETAIL @ Sim RELIEVING ANGLE

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' - 10"

1' - 2 3/8"

2' - 8"

1' - 0"

GIRT FIBERGLASS

H15 AE502

1 1/2" = 1'-0"

5/8" GWB

14' - 0"

E13

14' - 0"

2' - 8"

Sim

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

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

-0"

AE500

14' - 0"

10' - 0"

E13 AE500

FLOOR

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

5' - 9 1/2"

14' - 0"

COL.

SIMPSON 5/8" GWB SLIP CONNECTOR

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

COL.

ANEL 8" GWB

14' - 0"

14' - 0" 5' - 9 1/2"

LEVEL 3 - THIRD FLOOR 137' - 0"

Sim

E9 AE500

14' - 0"

TYPICAL SECTION DETAIL @ BRICK SLAB EDGE

WEEP BRICK VENEER RELIEVING ANGLE, RE: STRUCT

Sim

2' - 2 1/2"

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

LEVEL 3 - THIRD FLOOR 137' - 0"

6' - 10 3/4"

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

3' - 9 1/2"

H1 AE502

AE500

3' - 9 1/2"

E13

H1 CAVITY AE502

3' - 9 1/2"

1' - 0"

W1.B

3' - 4"

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

Sim

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

ANEL

LEVEL 4 - ROOF 151' - 0"

3' - 4"

H15 AE502

Sim

1' - 10"

1' - 2 3/8"

EL. VARIES RIGID INSULATION

AINSCREEN PANEL SYSTEM D

Sim

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

14' - 0"

10' - 0"

14' - 0"

LEVEL 4 - ROOF 151' - 0"

2' - 5 1/4"

3/8"

3' - 9 1/2"

1'H9- 2 AE500

H1 AE500

3' - 9 1/2"

1' - 10"

6' - 10 3/4"

NSULATION Sim H15 HING AE502 IER

E13

2' - 2 1/2"

1 1/2" = 1'-0"

1' - 10"

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

3' - 4"

- 2 3/8" TYPICAL1'SECTION DETAIL @ KICKER BASE

14' - 0"

COL.

14' - 0"

1' - 10"

5' - 9 1/2"

- ROOF DESIGN XB COL. DEVELOPMENT - LEVEL 4 151' - 0" CONSTRUCTION DOCUMENTS

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

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