Architectural Portfolio Mackenzie Garvin

2017 - 2021

MACKENZIE GARVIN SELECTED WORKS

MACKENZIE GARVIN M A r c h S t u d e n t & A r c h i t e c t u r a l Te c h n o l o g i s t

About me Mackenzie Garvin is a born and raised Calgarian and a Master of Architecture student at the University of Calgary. Prior to his studies at the U of C, Mackenzie completed a Diploma of Architectural Technology at SAIT, and received his Bachelor of Architectural Technology and Construction Management from VIA University College in Denmark. Mackenzie has worked and contributed to design build, and traditional Architecture firms in both Canada and the United States, through which he has gained extensive experience with multiple levels of the design and construction of Architectural projects.

With a background in Architectural Technology, Mackenzie is drawn towards building sciences and strives to ultimately design in the most sustainable and efficient manner. Adding to this goal is a belief that Architecture and design generate a sense of place, connecting people more meaningfully to the surrounding world. Furthering his design philosophy is a belief that the most important role of Architects today to connect us to and preserve the natural world.

When he is not immersed in completing his Master of Architecture, Mackenzie can be found exploring the outdoors. Whether that be via bike, skis, or on foot, Mackenzie is happiest when he is amongst nature.

Phone: 587-434-2533 Email: mackenziegarvin01@gmail.com

1

RESUME Experience Architectural Designer July - December 2021

Lemay

University of Calgary

Masters of Architecture

- Architectural Student Intern - Responsible for aiding designers in a variety of architectural projects

Calgary Canada

-Graduating June 2022

Designer / Maker Tres Birds Workshop August 2018 - August 2019

Architectural Technologist Feb 27- Mar 3 2017

Education

2019- Spring 2022

VIA University College

Bachelor of Architectural Technology and Construction Management

- A Twenty week long Architectural Internship,extended to one year to be inclusive in the final semester thesis for my undergraduate degree - Participating in custom design and fabrication - Technical drawing in Revit - Participating in design team discussions - Participating in on site sub project management

Horsens Denmark

Gibbs Gage Architects

Awards and Publications

-A week long Architectural Technology internship

Published in “Salutogenisis Institute: The Joy of Life” 2021

2017-2019

-Graduated June 2019

Southern Alberta Architectural Technology Diploma Institute of Technology (SAIT) -Graduated with Honors June 2017 Calgary Canada 2015-2017

Winner of the Inaugural 2018 TRAICAD High Timber Workshop Outline Proposal Presentation

Head Mechanic 2012-2017

Cycling Coach

Champione Cycles Calgary - Work with and advise customers - Find creative solutions to technical problems - Order and inventory Stock

Winsport Calgary

2012 - 2014

- Lead cycling groups of all ages - Coordinate hotels and transportation to races and events - Teach learn to race and safe cycling seminars - Maintain cycling center equipment

Winner of the SAIT applied research and innovation services capstone project of the year for 2016/2017 Finalist SAIT Indigenous housing design competition

Technical Skills Revit Autocadd

Rhino

Grasshopper

Blender

Maya

Sketchup

Lumion

Enscape

Adobe Suite

Bluebeam

Microsoft Office

2

CONTENTS

3

01

05

ABOUT ME

ANONYMITY TOWARDS OBJECTIVITY

25

31

39

R E S O N AT E

SHADOW BOX

RINO PROMENADE

45

49

53

R E N OVAT I O N OF OSTERLEAD 7C

WEASEALHEAD I N T E R P R E TAT I V E CENTER

24 X 24

LARIMER

15 CONFLUENCE OUTFITTERS

4

ANONYMITY TOWARDS OBJEC Completed: Institution: Instructor: Partner Location

5

May 2021 University of Calgary Professor Marc Boutin Mac Mcginn Beltline Calgary

CTIVITY

6

Contemporary discourse is an amazing marketplace of ideas, and at no point in history have we had access to a more diverse and amazing array of art and culture. However, at times this chorus can become deafening. so It becomes easy to fall into narrow lanes to simplify our world and block out the noise. Consequently, we often construct straw men, pail shadows of the arguments and ideas presented to us so that we may dismiss them before they are engaged with in good faith. And because of this discourse with our fellow humans has

PARTI

CONCEPTUAL SKETCH

7

become increasingly strained, with many unable or willing to honestly understand and engage with the concerns of others.

Anonymity allows for this Kunsthalle to become a space for the equitable creation and dissemination of ideas. Taking a broad array of concepts from contemporary discourse and allowing them to incubate and become fully formed before being released to the public.

These ideas then become the supporting pillars of the building, flowing out to site and sparking the curiosity of Calgarians. Leading them through the site and up into the building, allowing the public, as well as the artists, to explore ideas cut off from the noise of discourse.

This exploration and creation happens in relation to the building’s central nexus. A space that takes the artists and patrons from a world of confusion and elevates them up into the protective shroud of the building.

The building manifests as a heavy anonymous mass levitating on light.

Light that both represents ideas, but also acts as a veil obscuring the art within, allowing the ground floor to promote engagement and curiosity with the public.

However, individuals arriving at the building will not be informed of what is being displayed in any of the galleries, this is to inhibit self censorship and promote objective viewing of the work.

EXPERIENTIAL MODEL

PUBLIC PROGRAM

ARTIST PROGRAM

1 ENTER

3

2 PUBLIC EXHIBITION

1 ENTER

4 5 3 NEXUS

6 7

4 EXHIBITION

2 UNLOAD

1 2 54

3 PRODUCTION

5 PROCESS GALLERY

3 2

6 MAKER SPACES

7 SUBMIT ART

4 PROCESS GALLERY

1 5 EXHIBITION

CONCEPTUAL PROGRAM DIAGRAM

8

PUBLIC GALLERY

PUBLIC GALLERY

PUBLIC GALLERY

GROUND FLOOR

2nd Floor

9

VIEW PUBLIC INTO ENTRANCE WORKSHOPS

EXTERIOR PUBLIC GALLERIES

PROCESS GALLERIES

PRIVATE GALLERIES

EXTERIOR COURTYARD 10

SUSPENDED FLOOR ASSEMBLY 100mm POURED IN PLACE CONCRETE SLAB 50mm POLYSTYRENE INSULATION 150mm POURED IN PLACE CONCRETE SLAB 50mm METAL DECKING 1250mm STEEL SPACE FRAME 150mm ROCKWOOL 25mm EXTERIOR GRADE GYPSUM AV MEMBRANE SELF ADHERED 2 LAYERS 64mm ROCKWOOL COMFORTBOARD 25mm PLYWOOD 150mm CEDAR WOOD SCREEN

CHARRED WOOD WALL ASSEMBLY 150mm CHARRED WOOD SCREEN 25mm RAIN SCREEN WATER REPELLENT LAYER 2 LAYERS 64mm ROCKWOOL COMFORTBOARD AV MEMBRANE SELF ADHERED 25mm EXTERIOR GRADE GYPSUM 150mm STEEL STUD C/W ROCKWOOL VAPOR RETARDER 25mm GYPSUM WALL BOARD

TROMB WALL ASSEMBLY 2 LAYERS 90mm CHANNEL GLASS AIR GAP VARIES 200mm CAST IN PLACE CONCRETE 150mm STEEL STUD C/W ROCKWOOL VAPOR RETARDER 25mm GYPSUM WALL BOARD

EXPLODED ASSEMBLIES

11

CHARRED CEDAR CLADDING BLACK WATER RESISTANT LAYER Z GIRTS PERPENDICULAR TO EACH OTHER CONTINUOUS AIR VAPOR MEMBRANE DIMENSIONAL LUMBER SUPPORTS HUNG FROM METAL DECK CEDAR STRIPS FASTENED TO PLYWOOD CUSTOM CHARRED CEDAR MULLION CONCRETE TROMB WALL SPANNING BETWEEN HSS STEEL COLUMNS FOR ART DISPLAY AND PASSIVE HEATING

CHANNEL GLASS ART WALL ASSEMBLY 90 mm Channel glass wall 50mm steel stud wall 25mm exterior grade gypsum board 5mm tempered glass weather guard

12

PUBLIC ENTRANCE

13

14

CONFLUENCE OUTFIT TERS Completed: Institution: Instructor: Location

December 2020 University of Calgary Dr Brian Sinclair Bridgeland Calgary

VIEW OF THE WEST FACADE

15

16

SITE AERIAL VIEW

PROJECT DESCRIPTION Confluence Outfitters is a place that people can visit to heal through the power of nature and learn to experience the natural world surrounding Calgary. Living amongst and connecting with nature has profound health benefits for us as humans. As such we are beginning to awaken to the fact that to live healthy lives, we need to start integrating the natural world into our built environment and appreciating the natural world that we still have.

The building sits across from the confluence of the Bow River and the Elbow River, historically a place of coming together, of sharing knowledge, and embarking out to explore. This exploration is an art form, one that people would benefit immensely from learning. The accomplishment of knowledge in action, the physical act of experience in many ways is the purest experience of nature as art.

Confluence Outfitters, while being a place for people to go and heal through the experience of nature, doubles as a learning center and an outfitter. Individuals who could not otherwise overcome the many barriers to entry for exploring the natural world, can be outfitted and taught the methods and skills required to explore and experience the natural beauty surrounding Calgary.

Calgarians will be encouraged to donate lightly used outdoor equipment to the center, so that it can be made affordably available to those in need in addition the knowledge required to maintain and enjoy equipment will be readily available.

Equipment such as bikes, snowshoes, kayaks, and technical clothing will be available for users of the center. Programs, seminars, and workshops will be offered to teach individuals and groups how to safely operate, maintain, and enjoy many activities that may have been foreign to them in the past.

Allowing them to go forth and safely experience the beauty and healing power of nature.

17

MASSING MODEL

PARTI

WEST ELEVATION

SOUTH ELEVATION

NORTH ELEVATION

EAST ELEVATION

VIEW FROM TOP OF ROOF OUT TO CITY AND RIVER

18

1 Ave A

B D

E

C

F G

Marsh Road

I

H

Marsh Road

J

D K

Center Ave

B F

GROUND FLOOR

A

D

E

Edmonton Trail

C Meredith Rd

A B C D E F G H I J K

Commercial Kitchen Loading Cafe Washrooms Changing Rooms Outdoor Center Reception Administration Exhibition Workshop Theatre

B D

6th Street

A

G

C

F D

H

E G H

SITE PLAN A B C D E F G H

19

Entry bridge Patio Pond Dock Accessible Roof Loading Ramp Bus Loop Interpretive Trail

Me

mo

rial

2nd FLOOR Dri

ve

A B C D E F G H

Multipurpose Room Classroom Think Tank Washrooms Lounge Mediatheque Group Reflection Individual Reflection

STRUCTURAL ISOMETRIC

G

SECTION A

G

G

SECTION B G

SECTION D

SECTION C G

G

SECTION F

SECTION E A

B

C

D

E

F

SECTION G 20

CAFE

MULTIPURPOSE ROOM 21

ENTRANCE

REFLECTION

INTERIOR ATRIUM 22

WINTER ACTIVITIES

23

24

R E S O N AT E Completed: Institution: Instructor: Location

October 2019 University of Calgary Vlad Amiot Ingelwood Calgary

VIEW DOWN INTO INSTALLATION 25

26

PROJECT DESCRIPTION Inglewood and Calgary owe their existence in part to two building forces, the river, and the railroad. Inglewood has gone through many changes over the ages but its role as a community of craftspeople and makers has always remained. As a celebration of this fact, I propose the railroad and the site be allowed to work in harmony, making music and creating space. Suspending brass resonating tubes from the train tracks allows for a unique and ever-changing auditory experience.

As you sit below the train tracks, sunlight shinning off the brass resonating tubes, you begin to hear a low hum as a train approaches. As the train comes closer the harmonious hum of the resonators will increase in volume, climaxing as the train rushes overhead. Creating a suspense filled atmosphere changing from contemplative and serene to a immersive sensory experience throughout the day.

CONCEPT SKETCHES

27

Auditorium seating Concrete Steps

Existing Steel Rails Existing Wood Railway Ties

C Channel Support Structure Brass Tubes Welded to C Channel

ISOMETRIC SECTION

Brass resonating tubes react to the external forces of the train creating a varying and unique auditory experience within the space and beyond.

28

VIEW TOWARDS ENTRANCE

VIEW FROM ENTRANCE 29

VIEW UP TO RAILWAY 30

SHADOW BOX Completed: Institution: Instructor: Location

December 2019 University of Calgary Vlad Amiot Ingelwood Calgary

VIEW LOOKING TOWARDS COLDGARDEN

31

32

PROJECT DESCRIPTION A month long performance residence for 1-6 artists. Artists will be secluded within the structure only being influenced by each other and the forces from the train and sun.

The structure straddles the train tracks to best take advantage of the light and vibrations present. This also has the benefit of activating and keeping unused space open for new uses. Shadows of activities performed whether they are dancing, acting, or other performances, will be abstracted on the exterior walls. Giving a preview of what is to come once the performance is ready to be unveiled. Once the performance is ready large sliding doors open up on either side of the structure. Creating an elevated stage on which to share the art with the public.

Light emitted by the train is directed up into the structure by a series of glass prisms. This light is then passed through a floor made up of many layers of glass. Some of these glass layers will be allowed to shatter from the vibrations of the train. Over time this will scatter the light more and more, creating more effective shadows on the walls.

Light from the sun is filtered through hanging fiber glass pods, this serves the function of removing direct sunlight, while allowing areas within the building where inhabitants can experience the unfiltered light of the site.

Light and activities created by the structure will activate a section of the site that previously was unused and at times unsafe.

Massing Model 33

Entry is from the park, along a ramp with a gradient of shattered glass.

Light either enters through the floor or through the skylights

D

B

A

C

Pods transform to create a common dining and meeting spaces.

D

A A

Bathroom Kitchen Performance Space Bunks

A B C D

34

ENTRANCE 35

11th ave

SMITH BUILT HATS

GOPHER PARK CANADIAN PACIFIC RAILWAY

OLD BEAUTIFUL

12t

COLD GARDEN

hs

t se

PARK SPACE

SITE PLAN 36

DOORS CLOSED

DOORS OPEN 37

PREPARING FOR PERFORMANCE

UNVEILING PERFORMANCE

CASTING SHADOWS 38

10' - 6"

10' - 6"

15' - 6"

15' - 6"

3 AG-423

9 AG-522

30' - 0"

FLAT AREA AT WALKWAY

RINO PROMENADE 14' - 6"

10

"

14' - 6"

TUBE STEEL ROOF

TYPE A UPRIGHT S

0' - 1 3/4"

WOOD TOP RAIL @

4' - 2 1/4

3/16" Ø STAINLESS STEEL AIRCRAFT CABLE, TYP.

5 7' - 1 1/2" AG-521 6' - 1 3/4"

0' - 1 3/4"

4"X4" ROPE MESH WALKING SURFACE RE: SPECS

August 2019 Tres Birds Workshop Jack Richie, Mike Moore Denver USA

SLOTTED STEEL SH SPECS

FLAT AREA AT WALKWAY

6 AG-522

STAINLESS STEEL WIRE MESH ENCLOSURE PANELS (OMITTED FOR CLARITY) FASTENED TO AIRCRAFT CABLE RE: SPECS

Completed: Institution: Project Architects: Location

0"

GANGWAY ELEVATION 5174' - 0"

STAINLESS STEEL WIRE MESH ENCLOSURE PANELS (OMITTED FOR CLARITY) FASTENED TO AIRCRAFT CABLE RE: SPECS

0° 3/16" Ø STAINLESS 10 STEEL

0°

AIRCRAFT CABLE, TYP.

10

8" Ø STEEL PIPE

°

0°

SLOTTED STEEL S

4' - 2 1/4 "

30' - 0"

GANGWAY ELEVATION 5174' - 6"

3 5/8 " / 1'-

0" " / 1'3 5 /8

8 AG-522

GANGWAY DECKIN

0 4"X4" ROPE MESH 10 WALKING SURFACE RE: SPECS

5' - 0" 5' - 7 1/2"

5 AG-522

2" Ø PIPE RUNGS

8" Ø STEEL PIPE

TYPE A UPRIGHT R

2" Ø PIPE RUNGS

BASE PLANE ELEVATION 5160' - 0"

BASE PLANE ELEVATION 5160' - 0"

3 HEX CLIMBER ELEVATIONS

WEST ELEVATION - HEX CLIMBER

SCALE: 1/2" = 1'-0"

VIEW OF PLAY STRUCTURE 39

2

NORTH ELEVATION - HEX CLIMBER

5 SECTION 1 - CROWSNEST

SCALE: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

SAFETY NETTING RE: SPECS

9"

1' - 1 1/2"

4' - 1 1/2"

DOUBLE SKINNED SLOTTED STEEL PANEL RE: SPECS

3' - 0"

DENV

3' - 0"

RIVE PRO

SAFETY NETTING RE: SPECS

1' - 1 1/2"

49 1/2"

SLOTTED STEEL SHEET RE: SPECS

BRIDGE: RE STRUCT

4X4 HSS: RE STRUCT / DETAIL

3' - 11 3/4"

HEET RE:

F FRAMING RE: STRUCT

TYPE A UPRIGHT RE: STRUCT

KEY PLAN:

UT ST

ES TN

NY

38 TH

ST

SO UT H OU PL RT A

R

DE

TT E

PROJECT DESCRIPTION IN

O

35 TH

PA

RK

36 TH

ST

ST

ARKI

NS

URT3 1S CO T

29 TH

SHEET RE: SPECS

14' - 8 1/2"

176 1/2"

AR K

IN

SC

@ 42" AFF

LG A

CH

RIV ER

C

O

P

C

O

C

L

O

STRUTS EXTEND TO ROOF

TYPE A UPRIGHT

9' - 1 1/2"

9' - 1 1/2"

FOR AND ON BEHALF OF WENK ASSOCIATES NOT VALID WITHOUT ORIGINAL SIGNATURE

ST

N

ST SOUTH PLATTE RIVER RIVER NORTH PROMENADE

REVISIONS: NAME

CL

DATE

CL

1' - 0"

A steel gangway structure intended to be placed beside the river in Denver’s River North Art District (RiNO). My role in this project was as a designer with Architects Jack Richie and Mike Moore. I was also responsible for the construction documentation of the project. As such, much of the detailing required the design of the structural, safety, and play features of the gangway. I was allowed a great deal of freedom in the realization of the final form of the project, designing and detailing 15014.01 much of the rail system, the crowsnest, and being very involved with the design of the remainder of the details of the gangway.

1' - 0"

NG RE: PLAN

CL

DRAWN BY:

CL

LIGHT FIXTURES MOUNTED TO COLLAR RE: LIGHTING

LIGHT FIXTURES MOUNTED TO COLLAR RE: LIGHTING

REVIEWED BY:

4' - 7"

4' - 7"

PROJECT NUMBER:

RE: STRUCT

DATE:

JUNE 2019 ISSUE:

BID SET

SHEET TITLE:

1 3D - HEX CLIMBER SCALE:

ENLARGED - HEX CLIMBER SHEET NUMBER:

BASE PLANE ELEVATION 5160' - 0"

NORTH ELEVATION - CROWS NEST AG-422 ELEVATIONS 1/2" = 1'-0" CROWSNEST 3 SCALE:

BASE PLANE ELEVATION 5160' - 0"

1 WEST ELEVATION - CROWS NEST SCALE: 1/2" = 1'-0"

40

/4"

RIVE PRO 4' -

61

90 °

90 °

"NET ZONE" PLAY FEATURE

W13 HEX PLATFORM GATHERING AREA

"HEX CLIMBER" PLAY FEATURE

P3

GENERAL NOT

INTEGRATED BENCH / GUARDRAIL

P4

1. BASE PLANE ELEVATION 5

ROPE BRIDGE

P2.3

"CROWS NEST" PLAY FEATURE

W11

BASE PLANE ELEVATION 5160' - 0"

3 ELEVATION - OVERALL - SOUTH PLAY STRUCTURE

WEST ELEVATION

SCALE: 1/16" = 1'-0"

BASE PLANE ELEVATION 5160' - 0"

4

END POINT RE: LANDSCAPE MAXIMUM WALKWAY ELEVATION

DOUBLE HEX GATHERING AREA

BASE PLANE ELEVATIO 5160' -

PLAN LEGEND

1. RE: LANDSCAPE PLANS FOR EXACT LOCATION OF STRUCTURES. 2. TOP OF BANK, FLOOD PLAIN, PROPERTY LINE, FIRE LANE, AND UNDERGROUND UTILITY LOCATIONS ARE INCLUDED IN THE ARCHITECTURAL PAGES FOR REFERENCE ONLY. WHERE CONFLICTING INFORMATION EXISTS, THE LANDSCAPE PLANS TAKE PRECEDENCE. 3. DIMENSIONS TO FINISH FACE OF WALKWAY SURFACE UON 4. REFER TO LANDSCAPE PLANS FOR EXACT PLACEMENT OF STRUCTURES ON SITE.

SCALE: 1/16" = 1'-0"

HEX GATHERING AREA

3D WALKWAY - W12-13

SCALE:

GENERAL NOTES

ELEVATION - OVERALL - NORTH

HEX CLIMBER

5174' - 6"

3

- OVERALL -S FOR AND ONELEVATION BEHALF OF WENK AS SCALE: 1/16" = 1'-0" FLOODPLAIN NOT VALID WITHOUT ORIGINAL SIG TOP OF BANK

3

PROPERTY LINE

KEY PLAN:

FIRE LANE

RIVER OVERLOOK

5' SEWER OFFSET

END POINT RE: LANDSCAPE

END POINT RE: LANDSCAPE OVERHEAD STRUCTURE

RAMP SLOPE INDICATOR 5168' - 6"

5166' - 0"

O

5170' - 6"

TT E

SO UT CO H PL UR A T

BASE PLANE ELEVATION 5160' - 0"

5163' - 6"

SPR TRAIL

ROPE BRIDGE & CROWS NEST

O

35 TH

PA

T

FLOODPLAIN

STTOP OF BANK

END POINT

5169' - 6"

5170' - 4 1/2"

T3 OUR 1S

LANDSCAPE 2RE: 9T H ST

BURIED SEWER RE: CIVIL

5172' - 0"

5172' - 10" 5168' - 4 1/2"

C INS ARK

DOUBLE HEX GATHERING AREA

5167' - 3"

5165' - 0"

5166' - 0"

5' SEWER OFFSET TYP

SOUTH PLATTE RIVER 5'

HEX CLIMBER

END POINT RE: LANDSCAPE

BURIED SEWER RE: CIVIL

PLAY NET & DECKS

BASE PLANE ELEVATION 5160' - 0"

PROMENADE OVERLOOK

IN

SCALE: 1/16" = 1'-0"

AR K

HEX GATHERING AREA

R

ELEVATION - OVERALL -RKW IN S

2

SOUTH ELEVATION

5163' - 6"

ES T

RI VE

WOODEN UPRIGHT

CH

5163' - 6"

D

5165' - 0" 5162' - 6"

R

C

O

C

O

5167' - 3"

C

5172' - 10"

5166' - 0"

5162' - 6"

RIVER NORTH PROMEN FIRE LANE

ELEVATION - OVERALL - WEST

BASE PLANE ELEVATION 5160' - 0"

REVISIONS:

BURIED SEWER RE: CIVIL

NAME

1 ELEVATION - OVERALL - E PROPERTY LINE

SCALE: 1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

AG-101/AG-102

N

2

BURIED SEWER RE: CIVIL

2 PLAN - GANGWAY - FOUNDATIONS SCALE: 1/16" = 1'-0"

FOR NOT

END POINT RE: LANDSCAPE

RAMPED SECTION, 1:12 MAX - TYP. LANDING, 5' MIN - TYP.

RIVER OVERLOOK PROMENADE OVERLOOK

RIVER OVERLOOK

HEX GATHERING AREA

PLAY NET & DECKS

HEX CLIMBER

END POINT

DOUBLE HEX GATHERING AREA

ROPE BRIDGE & CROWS NEST

K

DRAWN BY: RE: LANDSCAPE

SPR TRAIL

REVIEWED BY:

END POINT RE: LANDSCAPE

FLOODPLAIN

TOP OF BANK

PROJECT NUMBER

15014.01 DATE:

5162' - 6"

ISSUE:

PLAN

AG-101/AG-102

BASE PLANE ELEVATION 5160' - 0" 41

FIRE LANE

JUNE 2019 PROPERTY LINE

BID SET

1 PLAN - GANGWAY - OVERALL

N

5165' - 0"

SCALE: 1/16" = 1'-0"

SHEET TITLE:

GANGWAY ELEVATIONS

3/8" PLATE STEEL BALUSTER

TYPICAL OUTSIDE CORNER

1/4" Ø HOLES AT 3" O.C.

CALE: 1" = 1'-0"

2" X 12" TRACTION TREAD DECKING CONNECTION TO FRAMING PER MFG

HSS STRUT UTILITY POLE

3 3/ 4"

1"

36 3/ 1

3/16" X 6" KICKPLATE CONTINUOUS

UTILITY POLE

RECEIVER WELDED TO STRUT, BOLTED TO WING

6"

WOOD TOP RAIL RE: SPECS

WINGS WELDED TO TUBE

1 3/4" Ø STEEL PIPE HANDRAIL

LAG SCREWS

KEY PLAN:

"

WT RE:STRUCT WOOD CAP RE: SPECS RECEIVER WELDED TO STRUT, OUT OF PLANE BOLTED CORNER TO WING BALUSTERS

INTEGRAL HANDRAIL SUPPORT

WINGS WELDED TO TUBE

HSS RE:STRUCT

3/16" Ø STAINLESS STEEL CABLE INFILL @ 3" O.C. RE: SPECS

3' - 6"

LAG SCREWS

8 7/16"

3/8" PLATE STEEL BALUSTER RE: DETAILS & SPECS

4

MITER BENCH BACK TO FOLLOW BALUSTER ANGLE

SCALE:

5°

90

WOOD BENCH SURFACE

°

3 0' 0' - 2 3/4"

IE S

C-12X20.7 STRINGER RE: STRUCT

0' - 2 3/4"

5°

10

5° COLD FORMED METAL DECKING RE: SPECS & STRUCT

1 3/

CHANNEL BEARING ON UTILITY POLE

13

VARIES

10

16 "

5 AG-511

CHANNEL

SOU

RIVE

2 0' - 1"

PROJECT

DATE:

JUNE 2 ISSUE:

SHEET NU

3

GUARDRAIL TO BENCH - ELEVATION TYPICAL BALLUSTER

SCALE: 1" = 1'-0"

1

WOOD TOP RAIL RE: SPECS

CABLE INFILL RE: SPECS

AG-

KNIFE PLATES TO ACCEPT CHANNELS

KNIFE WT STEM IN SLOT IN MIDDLE OF POLE

150°

AG-511

UTILITY POLE

HSS STRUT

FOR AND ON BEHALF OF WENK ASSOCIATES NOT VALID WITHOUT ORIGINAL SIGNATURE

2"

TIMBER UTILITY POLE RE: STRUCTURAL & SPECS

1' - 0 1/

KEY PLAN:

FOR AND O NOT VALID

KEY PL

29 TH

T

STRUT CONNECTION RE: STRUCT

ST

ST

3/ 4"

WOOD CAP

T3 OUR 1S

1' - 8"

ST

IN

RK

AR K

SC KI N

1' - 11

AR

N

1 1/2" X 5 1/2" TREATED WOOD BENCH SURFACE RE: SPECS

SOUTH PLATTE RIVER

BER TYPICAL HANDRAIL / GUARDRAIL SYSTEM

ST

4' - 9 1/4"

ST

ES TN

RIV ER

NY

CH

TT E

PA

SC

BASE PLANE ELEVATION 5160' - 0"

38 TH

36 3/16" TH STEEL PLATE SUPPORTS ST 3 R IN 5T FOR BENCH SURFACE H O

SO UT H OU PL RT A

MITER END OF BENCH

LG A

TOP OF AUGER HOLE COVERED WITH TOPSOIL

UT

C

O

P

C

O

C

L

O

TYPICAL INTEGRATED GUARDRAIL BENCH UTILITY POLE

DE

RIVER NORTH PROMENADE

REVISIONS: NAME

GANGWAY DECKING AND KICKPLATE NOT SHOWN FOR CLARITY RE: GEOTECHNICAL REPORT

1 00

3/8" STEEL PLATE BALUSTER WITH DATE INTEGRATED BENCH SUPPORTS

°

0' - 3"

OUT-OF-PLANE TRANSITION BALUSTERS

1' - 4 1/4" 10

1' - 0 1/

5°

4"

PROJECT NUMBER:

CHANNEL STRINGERS, TYP

15014.01 DATE:

3D - TYPICAL UPRIGHT - TYPE C

TYPICAL UPRIGHT DETAIL TYPE A UPRIGHT - ELEVATION

1

SCALE: 1/2" = 1'-0"

2

*FLOORING OMITTED FOR CLARITY

GUARDRAIL TO BENCH - PLAN

SCALE: 1" = 1'-0"

1 3D - TYP

PRO

ISSUE:

BID SET

/4"

BEDROCK RE: GEOTECHNICAL REPORT

DRA

REV

C-12X20.7 STRINGER RE: STRUCT

13

SCALE:

GANGWAY DECKING VARIES RE: PLANS

1' -

3

JUNE 2019

REVI NAME

DRAWN BY:

REVIEWED BY:

N

2

4 5°

LIGHT FIXTURE RE: ELECTRICAL NATIVE SOILS MIXED WITH PORTLAND CEMENT IN AUGER HOLE. AUGER DIAMETER TO BE MINIMUM 6" GREATER THAN POLE DIAMETER

ARKI

1' - 4 3/4"

80 °

RE: TYPE A UPRIGHT SECTIONS

STRUT CONNECTION RE: STRUCT

STRUT CONNECTION RE: STRUCT

VARIES

SCALE: 1 1/2" = 1'-0"

1/ 4"

SCALE: 3" = 1'-0"

HSS STRUT EXTENDS TO

TOP OF BALUSTERS TYPICAL GUARDRAIL - SECTION

1' - 9"

3

DETAIL RAILING

0' - 10

WALKWAY ELEVATION VARIES

BID SET

SHEET TI

3

DEPTH TO BEDROCK VARIES

SCALE:

15014.0

STEEL CHANNEL STRINGER RE: PLANS

HSS STRUTS RE: STRUCT

2 AG-511

CL

NAME

REVIEWE

GANGWAY WALKING SURFACE VARIES RE: PLANS

TYPICAL BALUSTER

RE: TYPE A UPRIGHT SECTIONS

CALE: 1 1/2" = 1'-0"

3DREVISION - COL

DRAWN B

30 °

TYPICAL GUARDRAIL OUTSIDE CORNER SECTION

ST

1/8" X 6" STEEL PLATE TOE KICK, CONTINUOUS

12"

"

V AR

VARIES RE: PLAN

T OUR

0' - 3"

165°

10

C NS 29 TH

3D - COLLAR DETAILTYPE C 2 3/4"

DENVER, COLORADO

3D COLLAR DETAIL

RIVER NORTH PROMENADE

2' - 10"

1 1/2" STEEL HANDRAIL

ARKI

2' - 10"

3' - 6"

TIMBER POLE RE:PLAN LOWER WOOD CAP

ECK

FOR AND ON BEHA NOT VALID WITHOU

1/4" X 3" PLATE TO RECEIVE TOP RAIL

27 1/ 2

WELDED CONNECTION TO HSS HSS STRUT RE: STRUCT TYPICAL INTEGRATED GUARDRAIL BENCH C-12X20.7 STRINGER RE: STRUCT

SCALE: 1501

DATE

JUN

SHEET TITLE:

DETAILS UPRIGHTS A/B

ISSU

SHEET NUMBER:

BENCH SEATING DETAIL AG-511

1

INTEGRATED BENCH , TYP

SCALE: 1 1/2" = 1'-0"

BID

SHE

DET ELE

SHE

AG

42

6

6

5' - 9 1/2"

3' - 3"

AG-441

AG-441

5' - 9 1/2"

76 °

2' - 6 1/2"

TYPE A UPRIGHT STRUT

TYPE A UPRIGHT STRUT

0' - 8 1/2"

3' - 3 1/4" 1' - 7 3/4"

35 °

59°

7°

3/ 4" 4°

76 °

11' - 6"

SAFETY NETTING ATTCHED TO STEEL SHEET RE: SPECS

5 1' - 3 1/4"

38°

AG-441

TYPE C UPRIGHT

4X4 HSS: RE STRUCT

59 °

10

1' - 10 3/4"

7°

SAFETY NETTING ATTCHED TO METAL SHEET RE: SPECS

2' - 5 3/4"

38°

2' - 8 3/4"

10

CHANNELS SLOTTED STEEL SHEET RE: SPECS BEAR ON DOUBLE SKINNED SLOTTED STEEL TIMBER POST SHEET RE: SPECS

4' - 3

4' - 2"

DOUBLE SKINNED SLOTTED STEEL SHEET RE: SPECS

1' - 3 1/4"

4' - 2"

0' - 9"

WOOD DECKING RE: SPECS

STRUCTURAL CONNECTION TO PLATFORM RE: STRUCT

WOOD DECKING RE: SPECS

1' - 3 1/4"

1' - 2" 1 0

38°

°

2' - 6 1/2"- 3 3/ 4" 4'

5 AG-441

INTEGRATED GUARDRAIL / WOOD TOP RAIL @ 42" AFF BENCH

3/8" STEEL KNIFE PLATE SUPPORT SLOTTED STEEL SHEET RE: SPECS

4X4 HSS: RE STRUCT

BRIDGE: RE STRUCT

WOOD TOP RAIL @ 40" AFF TYPE A UPRIGHT STRUTS EXTEND TO ROOF

5' - 9"

3' - 3 1/4"

1' - 7 3/4"

WOOD TOP RAIL @ 42" AFF CHANNEL RE: STRUCT

5' - 9 1/2"

38°

0' - 8 1/2"

83

5' - 9 1/2"

35 °

4°

3' - 3 1/4"

TYPE A UPRIGHT STRUTS EXTEND TO ROOF

°

1' - 7 3/4"

3' - 3 1/4"

83

3' - 3"

1' - 7 3/4" 5' - 9"

10

2' - 0 1/2"

3' - 11 1/4"

3' - 11 3/4" CL

3' - 0"

CROWSNEST PLAN

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

2

TUBE STEEL ROOF FRAMING RE: STRUCT

ENLARGED ELEVATION - HEX PLATFORM BENCH SEATING ELEVATION 1/4" = 1'-0" 2 SCALE:

TYPE A UPRIGHT STRUTS EXTEND TO ROOF

SLOTTED STEELSHEET ON T&B OF ROOF FRAMING RE: SPECS

2' - 10"

4' - 4"

4' - 11 1/4"

SLOTTED STEEL SHEET RE: SPECS

59 3/16"

2

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

1' - 9 1/4"

TUBE STEEL ROOF FRAMING RE: STRUCT

BASE PLANE ELEVATION 5160' - 0"

EAST ELEVATION - CROWS NEST SCALE: 3/4" = 1'-0" ENLARGED PLAN - CROWS NEST N

4

N

0' - 3 1/4"

4

SOUTH ELEVATION - CROWSNEST SCALE: 3/4" = 1'-0" FRAMING PLAN - CROWS NEST

TYPE A UPRIGHT STRUT

"

9' 9

120°

3/ 4

"

SLOTTED STEEL SHEET RE: SPECS

DOUBLE SKINNED SLOTTED STEEL PANEL RE: SPECS

P2.2

6 0°

KEY PLAN:

SAFETY NETTING RE: SPECS

9"

BRIDGE: 60° RE STRUCT

WOOD BENCH

120°

FOR AND ON BEHA NOT VALID WITHOT

4X4 HSS: RE STRUCT / DETAIL

°

° 1 20

12 0

9' - 9 3/4"

3' - 11 3/4"

9' - 9 3/4"

FOR AND ON BEHA NOT VALID WITHO

1' - 1 1/2"

60°

1' - 1 1/2"

60°

SAFETY NETTING RE: SPECS

AG-410 2

3/4

WOOD TOP RAIL @ 42" AFF

3' - 0"

3' - 0"

9 9' -

49 1/2"

CH AND GUARDRAIL LS

WOOD TOP RAIL @ 42" AFF

4' - 1 1/2"

0' - 4"

0' - 4"

2' - 8 1/2"

SC KI N

WOOD BENCH AND GUARDRAIL RE: DETAILS

OUR

KEYARPLAN: 29 TH

ST

SOU

P2.3

85 BALUSTER WITH INTEGRATED BENCH

° 9' -

"

93

/4"

60 °

2 AG-540

W13

9 AG-512

CHANNEL BEARING ON TIMBER POST

TYPE A UPRIGHT TYPE C UPRIGHT ARKI

P3

SO

RIV REVIEWE

176 1/2"

P2.3

1" /

1'-

P2.1

15014.0 0"

DATE:

JUNE 2

CL

W13

BID SET

W12

REVIEWE SHEET T

P3

1 3D- HEX PLATFORM

ENLARGED PLAN - HEX PLATFORM - FRAMING

SCALE: 1/4" = 1'-0"

SCALE:

4' - 7"

4' - 7"

3

LIGHT FIXTURES MOUNTED TO COLLAR RE: LIGHTING

DRAWN B ISSUE:

LIGHT FIXTURES MOUNTED TO COLLAR RE: LIGHTING

N

N

CL

1' - 0"

1' - 0"

HEX CLIMBER

CL

PLATFORM

OUR

ST

REVISION NAME PROJECT

W11 CL

C NS

DRAWN B 29 TH

14' - 8 1/2"

W12

P2.2

TYPE A UPRIGHT RE: STRUCT

9' - 1 1/2"

3/ 4

1 20

°

9' 9

W11

60 °

ER

REVISION NAME

120

9' - 1 1/2"

RIV

P2.1

ENLARG PLATFO

PROJECT SHEET N

AG-

15014.0 DATE:

08/06/1 ISSUE:

BID SE

BASE PLANE ELEVATION 5160' - 0"

NORTH ELEVATION - CROWS NEST CROWNEST ELEVATION 1/2" = 1'-0" 3 SCALE:

43

BASE PLANE ELEVATION 5160' - 0"

WEST ELEVATION ENLARGED - CROWS NEST BENCH SEATING PLAN 1/2" = 1'-0" 1 SCALE: 4 SCALE: 1/4" = 1'-0"PLAN - HEX PLATFORM

SHEET T

ENLAR CROWS

SHEET N

AGN

HEX CLIMBER

N AT

2 CABLE CONNECTION TO WIRE MESH SCALE: 12" = 1'-0"

KEY PLAN:

0' - 1 1/4" L

C O C O

0' - 0 1/4"

T3 OUR 1S

T

SLOTTED STEEL ROOFING WELDED TO RUNGS

ST NY

ES TN

LG A

ST

N

ST SOUTH PLATTE RIVER RIVER NORTH PROMENADE

REVISIONS: NAME

FLAT AREA AT TOP OFRE: SPECS CLIMBER 0' - 2 1/2"

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

C NS

STEEL SLOTTED CABLE GUIDE

DATE

FLAT AREA AT TOP OF CLIMBER

SLOTTED STEEL ROOFING RE: SPECS

8" Ø STEEL PIPE RE: SPECS

E RE: SPECS

UT

C

ARKI

STAINLESS STEEL AIRCRAFT CABLE

4" X 4" ROPE MESH NOT SHOWN FOR CLARITY

ST

IN

5189' - 3"

29 TH

STEEL SLOTTED CABLE GUIDE STEEL CAP

38 TH

36 TH ST 3 IN 5T H O PA S T RK

AR K

WELDED TO RUNGS

5188' - 11"

SC

1/4" ⌀ POLY LASHING CORD STEEL WRAP RE: ROOFING SPECS SLOTTED

R

CH

RIV ER SO UT H OU PL RT A

2" ⌀ STEEL PIPE RUNG

DE

TT E

5189' - 1"

OR CLARITY

DRAWN BY:

120°

UP

REVIEWED BY:

2' - 1 1/2"

2" ⌀ PIPE RUNG

DATE:

5189' - 5"

ISSUE:

BID SET

8"

10' - 6"

0' - 3"

2' -

10' - 6"

60 °

SLOTTED CABLE GUIDE: SLOTS TO BE DOMED TO ACCOMMODATE THE TURNING RADIUS OF THE CABLE. ONE OF THE SLOTS TO BE MILLED 3/16" DEEPER TO ALLOW CABLES TO PASS BY EACH OTHER

1

AG-423

07/31/19

OPEN TO BELOW

HEX CLIMBER CONNECTION

3

PROJECT NUMBER:

15014.01

2' - 6"

15' - 6"

15' - 6"

5188' - 9"

STAINLESS STEEL AIRCRAFT CABLE RE: SPECS

SHEET TITLE:

DETAILS - PLAY FEATURES

SHEET NUMBER:

5189' - 7"

AG-521

DETAIL SETION - CABLE CONNECTION TO RUNG

SCALE: 12" = 1'-0"

N

2' - 6"

30' - 0"

4 ROOF PLAN - HEX CLIMBER

30' - 0"

SCALE: 1" = 1'-0"

GANGWAY ELEVATION 5174' - 6"

51

"

1' 5

/4"

1/ 4

2

"

120°

5 " AG-521 1' - 5 1/4

1 20

°

STAINLESS STEEL WIRE MESH ENCLOSURE PANELS (OMITTED FOR CLARITY) FASTENED TO AIRCRAFT CABLE RE: SPECS

0° 24

12 0°

1/4" ⌀ POLY LASHING CORD WRAP RE: SPECS

14' - 6"

2' - 10 1/2"

4"X4" ROPE MESH WALKING SURFACE RE: SPECS

4" SQ CARGO NET LASHED TO PIPE RUNGS RE: SPECS

3/16" Ø STAINLESS STEEL AIRCRAFT CABLE, TYP.

5' - 3 1/2"

1" SQ KNOTLESS SAFETY NET RE: SPECS

STAINLESS STEEL WIRE MESH ENCLOSURE PANELS (OMITTED FOR CLARITY) FASTENED TO AIRCRAFT CABLE RE: SPECS 3/16" Ø STAINLESS STEEL AIRCRAFT CABLE, TYP.

8" Ø STEEL PIPE RE: SPECS

4"X4" ROPE MESH WALKING SURFACE RE: SPECS

8" Ø STEEL PIPE

2" Ø PIPE RUNGS

UP

STEEL SLOTTED CABLE GUIDE

2" ⌀ PIPE RUNG

SCALE: 1" = 1'-0

1/2 AT WALKWAY 1' FLAT2' -AREA 10

180°

STEEL CAP

2 PLAN - HEX

GANGWAY ELEVATION 5174' - 0"

FLAT AREA AT WALKWAY

14' - 6"

° 60

300 °

1' -

51

/4"

2'

8" Ø STEEL PIPE

DASHED LINE DENOTES EXTENT OF WIRE MESH ENCLOSURE

2" Ø PIPE RUNGS 12 0 °

STAINLESS STEEL AIRCRAFT CABLE RE: SPECS

HEX CLIMBER PLAN

4 AG-521

3

CLIMBER ENTRY

BASE PLANE ELEVATION 5160' - 0"

BASE 0° PLANE ELEVATION 5160' - 0"

WEST ELEVATION - HEX CLIMBER

SCALE: 1/2" = 1'-0"

3

PLAN - HEX CLIMBER

SCALE: 1" = 1'-0"

2

NORTH ELEVATION - HEX CLIMBER HEX CLIMBER ELEVATION N

RUNG

O

CABLE GUIDE WELDED TO PIPE RUNG

P

0' - 0 1/4"

P RE: SPECS

NG

FOR AND ON BEHALF OF WENK ASSOCIATES NOT VALID WITHOUT ORIGINAL SIGNATURE

0' - 1 1/2"

SCALE: 1/2" = 1'-0"

RESILIENT SURF RE: LANDSCAPE

60 °

2' - 6"

1

PLAN - HEX

SCALE: 1" = 1'-0

44

24 X 24 LARIMER Completed: Institution: Project Architects: Location

MAIN ENTRANCE RENDER 45

June 2019 Tres Birds Workshop Douglas Newby, Mike Moore Denver USA

46

PROJECT DESCRIPTION This project was my undergrad thesis project completed in partnership with Tres Birds Workshop. New construction, urban infill, located at 2420 Larimer St. Denver, CO 80205. The project consists of two levels of sub grade parking, ground level food hall, two levels of co-working office space and an occupied roof deck. The parking structure will be primary use for coworking tenant day time operating hours, converting to public parking for evening hours. Ground level food hall will consists of approximately 22 food and beverage vendors, a mix of soft and fixed seating, and an occupied mezzanine with stage, soft seating and a bar. Common prep and storage areas for vendors are provided along the alley side of the building. Level 2 and 3 have approximately 87 individual office spaces for lease with shared conference rooms and amenities including two kitchen/break areas, bathrooms, nursing room, shower room, and open seating.

The intent for the skylight and atrium is to maximize daylight.

The roof deck will have a significant green roof component with multiple planters and planting types. The space will be an amenity to both ground level customers and co-working tenants. There will be a bar, and photo-voltaic awning structure.

ROOF DECK

My role In the project was one of a Architectural Technologist, I was not apart of the initial design team, instead tasked with the construction documentation and rendering. Renders done in order to sell space to potential tenants.

ROOF DECK BAR

ENTRANCE LOBBY

PRIVATE OFFICE

47

Project:

A

CONCRETE PAVER SYSTEM; RE: SPECIFICATIONS

2" THICK CONCRETE PAVER, TYP.

ALIGN

3000 Lawrence St. Denver,CO 80205

CURTAIN WALL FRAMING

1' - 3 1/2"

R-20 MIN. CONTINUOUS INSULATION. MECHANICAL FASTENERS PER MANUFACTURERS RECOMMENDATIONS SLOPED TO DRAIN

CONCRETE PAVER SYSTEM SUPPORT; RE: SPECIFICATIONS

FIRE STOP

1' - 11 1/2"

5/8" TYP X GLASS MAT GYPSUM SHEATHING

GLULAM BEAM VENEER NON STRUCTURAL ACCESS AND VENTILATION PANELS @ 3' O.C.

ANGLE RE STRUCTURAL

3821 Steele Street, Unit B Denver,CO 80205 303-442-3790 (Main)

7 PLY CLT DECK, PER STRUCTURAL DRAWINGS

Mike Moore (303) 324-3622 mmm@tresbirds.com

Project Team:

Doug Newby (720) 563-7289 dn@tresbirds.com

INSULATED GLASS UNIT, RE: CURTAIN WALL SCHEDULE

3 PLY CLT DECK, PER STRUCTURAL DRAWINGS

0' - 7"

Designer/Builder:

CLASS A LIQUID APPLIED SEALER, CONTINUOUS; RE: SPECIFICATIONS. (FLAME SPREAD <25)

SECOND LEVEL SUB-FLOOR 117' - 11"

1/2" MECHANICALLY FASTENED AIR BARRIER

Client Contact:

0' - 9 1/2"

0' - 11 1/2"

60 MIL. EPDM ROOFING MEMBRANE. TERMINATE UP WALL PER MANUFACTURER RECOMMENDATIONS

2424 LARIMER ST DENVER, CO 80205 2424 LARIMER, LLC.

SECOND LEVEL 119' - 10 1/4"

SELF LEVELING PAVER PEDESTALS

0' - 4"

2424 LARIMER

STRUCTURAL GLULAM BEAM, RE: STRUCTURAL DRAWINGS

VAPOR BARRIER, CONTINUOUS. SEAMS TAPED.

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

5/8" TYPE X GWB

1' - 10 1/2"

1' - 9"

5" METAL STUD; RE: STRUCTURAL

0' - 7"

CUSTOM COVER PLATE ON HORIZONTAL MULLIONS

0' - 5 1/2"

0' - 5 1/2"

5/8" TYPE X EXTERIOR RATED GLASS MAT SHEATHING

4" POLY ISO INSULATION

Copyright 2018 tres birds workshop all rights reserved All drawings created by this office are copyrighted under the architectural works copyright act of 1991. Any use of he information appearing hereon, including copying or modification of the original design, is prohibited without express written consent.

0' - 4 1/2"

0' - 8 1/2"

MINERAL FIBER BATT INSULATION (R-20)

CURTAIN WALL FRAMING; RE: CURTAIN WALL DETAILS

Consultants:

6" MASONRY CAP

SECTION 5 - GRID A - ROOF LEVEL

Civil Engineer Wilson & Company Inc. Kyle Godwin kyle.godwin@wilsonco.com 303-501-1248

PLANTING; RE: LANDSCAPE

1/2" = 1'-0"

0' - 6 1/2"

6" MASONRY CAP CEMENT COAT WATERPROOFING OVER TOP OF WALL

Plumbing and Mechanical Engineer Design Mechanical David Lee david.lee@designmech.com 303.625.3673

0' - 7 1/2"

METAL FLASHING SET IN CONTINUOUS BEAD OF SEALANT

8" CMU WALL, SOLID GROUTED REINFORCEMENT; RE: STRUCT.

Electrical Engineer KLOK Group Jessica Garcia jessica@klokgroup.com 720.810.7396

RAKED JOINTS, TYP. GROWTH MEDIA HOT-APPLIED GREEN ROOF WATERPROOFING. RE: ASSEMBLY TYPES

Structural Engineer KL&A Kyle Schurter KSchurter@klaa.com 303.903.1497

3' - 10 1/2"

ROOT BARRIER OVER PROTECTION BOARD; RE: ASSEMBLY TYPES

CONCRETE PAVER SYSTEM; RE: SPECIFICATIONS

DRAINAGE MAT.

GEOFOAM FILL, SLOPED TO DRAIN

1' - 11 1/2"

CONCRETE PAVER SYSTEM SUPPORT; RE: SPECIFICATIONS CLASS A LIQUID APPLIED SEALER, CONTINUOUS; RE: SPECIFICATIONS. (FLAME SPREAD <25)

1' - 5 1/2"

1' - 4 1/2"

HOT-APPLIED FOUNDATION WATERPROOFING UP AND OVER FLOOR SLAB ELASTOMERIC SEALANT OVER FOAM BACKER ROD. TOOL JOINT. FINISH GRADE, CONCRETE SIDEWALK PER CCOD STANDARDS

0' - 7 1/2"

Issue:

GROUND LEVEL 100' - 0"

3 PLY CLT DECK, PER STRUCTURAL DRAWINGS

PROGRESS SET NOT FOR CONSTRUCTION

1/2" ISOLATION JOINT MATERIAL

1' - 4"

0' - 4"

2" CMU FACE SHELLS WET-SET IN BONDING CEMENT OVER CONCRETE SLAB

Date Printed:

January 31st, 2019

FASTEN HANGING WIRE TO METAL ANGLE SECURED TO DECK PER ACT MANUFACTURER RECOMMENDATIONS

- 5 1/2"

L SECTION - TYPICAL CURTAIN WALL - THIRD LEVEL

1/2" = 1'-0"

HYDROPHILIC WATER STOP IN KEYWAY, CONTINUOUS R-13 BATT INSULATION

#

Name

Date

1' - 2"

SUSPEND METAL MAIN AND CROSS RUNNERS PER ACT MANUFACTURER

1' - 4"

1' - 6"

Revisions:

METAL SUSPENSION SYSTEM

CURTAIN WALL DETAILS

ACOUSTICAL CEILING TILE

CURTAIN @WALL GRADE DETAILWALL SECTION PLANTER - TYPICAL CURTAIN - GROUND LEVEL

1

SCALE: 1 1/2" = 1'-0"

SECOND LEVEL

A-810 48

R E N OVAT I O N O F OSTERLEAD 7C Completed: Institution: Instructor: Team Members: Role: Location

49

May 2017 VIA University College, Horsens Denmark Steen Fynbo Larsen Aiden Bruce, Angelena Caixolio Designer & Revit Technition Honsens Denmark

Sustainability Apartments with direct south light have been doubled allowing for greater passive solar heat gain.

Solar panels on the Roof angled at the optimal 40 Degrees can provide much of the buildings energy Requirements

Demolished brick from the renovation will be re used as the facade on parts of the building covering the added insulation

All Windows replaced with triple pane, energy efficient glazing. Low-E coatings on West-facing windows.

Open floor plan for a more socially sustainable environment

Windows On the West face of Building maximize solar heat gain during the evening while CLT Balconies provide solar shading during the warmer summer months CLT structural Walls made of sustainably harvested wood.

CLT walls Sequester Carbon that would otherwise be attributing the global warming

Energy

Cross ventilation allows for passive cooling of the house

SUSTAINABILITY DIAGRAM Continious insulation added to the exterior of the building to Br 15 standards

Renovating buildings is one of the most sustainable building practices. Allowing Building material that would otherwise be sent to landfill to take on a new life. This practice reduces waste as well as lowering the costs of building materials, adding to the economic sustainability of the building. While at the same time updating access to the building allowing a more wide variety of tenants, increasing the buildings social Sustainability. Lastly by improving the building envelope, energy consumption is reduced causing less strain on our natural world.

Heating Provided b the district Heating System

PROJECT DESCRIPTION

18

RENOVATION DIAGRAM

My group and I were tasked with proposing a renovation to Osterlead 7C, an apartment complex close to our university campus in Horsens Denmark. With our involvement the building was updated to current Danish energy standards, as well as introducing a variety of apartment types, a new elevator, and exterior balconies. In addition to meeting all the requirements given, our proposal was also successful in the addition of increased natural light penetration into the structure. The incorporation of recycled building materials into the design became a large focus of the project. Most notably, the reuse of demolished bricks in the new brick veneer.

Energy

50

55mm Rockwool insulation for sound (CA)

13mm type x gypsum board Continious expansion joint

13mm Rigid insulation

50

1510

Prefrabricated 30 MPA concrete landing type 2 polished to 400 grit non reflective finish with acrylic top coat (CO)

4.000

70

10

30

101

110

180

180

95mm Concrete slab w welded wire mesh reinforcement polished to 400 grit non reflective finish with acrylic top coat (CO)

50

70mm Cast in place rigid insulation (CO)

M14 152mm Galvanized steel bolt to BS(CO)

IV 120

65

105

70

165

50

82

81

3.695

1455

100

2445

Existing Baumadek Floor

79

2395

150mm Galvanized steel threaded rod chemically fastend to existing construction with hybrid mortar (MA,CO)

03 1 Floor 3820

EPDM membrane (CA)

55mm Rockwool insulation for sound (CA)

5mm neoprene spacer Concrete bracket type 3 Steel with intumescent paint

M10 92mm steel expansion bolt hole is drilled once landing is installed(CO)

Stainless steel screws

50mm diameter steel hand rail mounted 900mm above stair riser (BS)

12.5mm gypsum board 2 layers (CA)

100mm CLT wall 5 ply spruce species (CA)

55

100

50

1000

24

13mm Rigid insulation

13mm type x gypsum board Continious expansion joint

10 70 44

8

100

50

110

180

5 27

180

70mm Cast in place rigid insulation (CO) EPDM membrane (CA)

Prefrabricated 30 MPA concrete landing type 2 polished to 400 grit non reflective finish with acrylic top coat (CO)

1.230 30

95mm Concrete slab w welded wire mesh reinforcement polished to 400 grit non reflective finish with acrylic top coat (CO)

III 120

65 70

200mm Cast in situ 25MPA reinforced concrete foundation wall (CO)

EXISTING Stair Bracket @ Existing Floor and CLT 1:5 51

105

Existing Baumadek Floor 5mm neoprene spacer (CO)

02 Groundfloor 1050

165

150mm Galvanized steel threaded rod chemically fastend to existing construction with hybrid mortar (MA,CO)

M14 152mm Galvanized steel bolt to BS(CO)

100

50

82

81

0.925

5mm neoprene spacer Concrete bracket type 3 Steel with intumescent paint

M10 92mm steel expansion bolt hole is drilled once landing is installed(CO)

FLOOR CLT WALL CONNECTION @ STAIR LANDING

1

108

31

300

275

75

13

95

60

Brick ties @ 200mm (2M) vertical spacing retrofitted into existing masonry (MA)

02 Groundfloor

120

180

228x54x108 standard Danish brick recycled from demolition (MA)

III

1050

Bitumen Felt Flashing (MA)

425

Window Support Bracket at 600mm O/C (MA)

425

250

Brick beam strengthened with steel bar reinforcement (MA)

200

Elastic Joint Silicon Sealant, with Backstopping and Caulking

Airlock 1500x1500mm mesh screen

32

13

0.599

1549

1500

2450

Spray applied asphalt waterproofing layer (CO) Compacted sand (CO)

1459

0.625

Wood Window sill

-0.924 -0.915

100

13

32

100x190x290mm Expanded Clay blocks with 10mm block mortar joint (CO) Insulation Ties retrofitted into existing masonry (CO)

476

EPDM membrane lapped under water proof board (CO)

456

200

Corrugated Waterproof board to allow existing foundations to dry (CO)

New footing Rebar Drilled and Chemically anchored with epoxy mortar into existing footing (CO) 190

400x390mm Cast in situ 25MPA reinforced concrete footing (CO)

108

85

120

120

275

205

13 22 13

-1.400

II

100

10

-1400

20

01 Basement

390

90

220

240

204

400 8

390

310

240

120

199

400

400

120

412

393

D-D - Airlock 1:5

-1.800

20

940

BASEMENT AIRLOCK DETAIL Bring ideas to VIA University PROJECT:

Osterled 7c

SCHOOL OF TECHNOLOGI AND BUSINESS TYPE CITY DATE: 06/04/18

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WEASEALHEAD I N T E R P R E TAT I V E C E N T E R Completed: Institution: Instructor: Team Members: Location:

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May 2017 SAIT Janos Dvorzsak Leon Tsui, Stuart Merrit Weasealhead Provincial Park, Calgary Alberta

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PROJECT DESCRIPTION

The Weasealhead Interpretive Center was the culmination of my studies at the Southern Alberta Institute of Technology. Focusing on pushing the limits of what heavy timber was capable of, whilst showcasing the natural beauty of Weasealhead Provincial park. The program, as laid out by the City of Calgary, called for classrooms, offices, labs, interpretive spaces, as well as may other interactive spaces. Sinking the classrooms as well as logistical spaces below ground and elevating the interpretive spaces allows this dramatically engineered timber building to maximize views out into the water shed. Whilst not obstructing views from the existing users of the park.

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SITE PLAN

E

D

C B D

E

A

F

G

A

A A

C

GROUND FLOOR

2nd FLOOR

A B C D E F G

A B C D E

Classrooms Cafe kitchen Reception Offices Retail Space Loading Dock

B

Observation Deck Exhibition space Event Space Kitchen Conference Room

56

57

58

Phone: 587-434-2533 Email: mackenziegarvin01@gmail.com

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