Kellen Kyger Portfolio with Revit 013117

1

P O R T F O L I OKELLEN KYGER senior | University of Colorado-Boulder

+ Dean’s List (Fall 2015, Spring 2016, Fall 2016)

KELLEN KYGER847 Marston Trail | Golden, CO 80401 | (303) 437-7584 | [email protected] | https://www.linkedin.com/in/kellenkyger

EDUCATIONAug 2013 - present University of Colorado, Boulder

+ Bachelor in Environmental Design with an emphasis in Architecture

+ Graduation: May 2017WORK EXPERIENCE

May 2016 - Aug 2016 Pappas Architecture + Design | Denver, CO

+ Worked hundreds of special events, gained valuable customer service and people skills

Architectural Intern

Apr 2013 - Present The Vista at Applewood Golf Course | Golden, CO

+ Completed various tasks during the construction phase of a 96-unit affordable housing complex+ Gained carpentry skills and important knowledge on blueprints and the construction phase of design

Banquet Server/Bartender

May 2015 - Aug 2015 BC Builders LLC | Englewood, COConstruction Labor

SKILLSDigital Technologies Revit | Rhino | AutoCAD | Sketchup | Adobe Creative Suite | Microsoft Office

Hand Drafting | Physical Modeling | Sketching

Other Customer Service | Leadership | TeamworkPERSONAL INTERESTS

Airports and Aviation | Sports | Travel | Customer Service | Hospitality | Large-Scale Commercial Projects

HONORS/AWARDS

Aug 2010 - May 2013 National Honor Society | Golden High School, CO

+ A prestigious school organization, for students with a 3.7 GPA or above, used to promote scholarship, leadership, service, and character through the community.

+ Leadership Pillar President (Aug 2012-May 2013): Led a group of ~25 students

September 2012 Colorado High School Activities Association/IBM High School Hero of the Week+ Selected by area high school football coaches and honored by the Denver Broncos and 850 KOA

+ Completed 600 hours working on various projects ranging from small house additions to medium-scale commercial buildings. + Acquired skills and knowledge in design process, building/zoning codes, construction documents, and client relations.

September 2016 Congress for New Urbanism (CNU) Colorado Charter Awards 2016+ Best Student Project | Downtown Silverthorne Redesign Project+ Award given to our class of twelve students for our “professional level work” on a new master plan for Downtown Silverthorne, CO.

1 RESUME

TABLE OF CONTENTS

THE BOULDER CREEK VIADUCTSpring 2014

BEEHIVE RESEARCH AND SUPPORT FACILITYSpring 2015

EAST ARAPAHOE AVENUE REDESIGNFall 2015

SILVERTHORNE VISTASpring 2016

THE OASISFall 2016

MIXED USE REVIT BUILDINGFall 2016

3

6

9

12

15

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2TABLE OF CONTENTS

THE BOULDER CREEK VIADUCTLocation:

Period:

Project:

Team:

University of Colorado Boulder East Campus

Spring Semester 2014

Boulder Creek Crossing

Individual

In my first major project as a student of the University of Colorado Environmental Design Program, I was tasked with designing a bridge that connects an existing multi-use path on the southern bank of the creek with the parking lot and path of an office building on the northern bank. In response, I designed an iconic bridge that gives pedestrians and cyclists a safe and attractive alternative to the Arapahoe Avenue bridge’s narrow sidewalk, just north. Project selected by design jurors to be showcased in the 1st Year Studio Design Excellence Exhibit.

3 THE BOULDER CREEK VIADUCT

Slow Moving Travel

Fast Moving Travel

Multi-Use Pathway

Rest/Refuge Area

Spatial Sequencing

In order to satisfy the requirements of both fast moving users and users who move across the bridge in a slower

manner, I designed a bridge that essentially splits in two. Joggers and cyclists who need to cross the bridge safely and quickly would use the straight and smooth multi-use pathway to move from one bank of the creek to the other. Those wishing to experience the sights and sounds of the creek would utilize the rest/refuge area which offers glass

railings, comfortable benches, and views directly up the creek towards Boulder’s Flatiron mountains.

4THE BOULDER CREEK VIADUCT

A

B

5 THE BOULDER CREEK VIADUCT

BEEHIVE RESEARCH AND SUPPORT FACILITYLocation:

Period:

Project:

Team:

University of Colorado Boulder East Campus

Fall Semester 2014

Beehive Research Facility and Visitor’s Center

Individual

For the main project of my third semester at CU, my professor requested a two-story, ADA accessible building that needed to accommodate the needs of campus bee scientists and visitors alike. Situated on CU’s East Campus and adjacent to Boulder Creek, the site offered many exciting opportunities. As a result, I designed a multi-use building which offers space for research, education, and observation. The facility’s main focal point is the observation deck’s vertical circulation, which meets ADA requirements while allowing for the possibility of amphitheater style use across it’s paths and green spaces.

6BEEHIVE RESEARCH AND SUPPORT FACILITY

First Floor Plan

Roof Plan

South Elevation Section A

West Elevation

Section B

A

B

7 BEEHIVE RESEARCH AND SUPPORT FACILITY

8BEEHIVE RESEARCH AND SUPPORT FACILITY

EAST ARAPAHOE AVENUE REDESIGNLocation:

Period:

Project:

Team:

Arapahoe Ave. between 30th St. & Foothills Pkwy., Boulder, CO

Fall Semester 2015

Street and Public Transit Improvement

Individual

Arapahoe Avenue, one of Boulder’s busiest thoroughfares, is currently single occupancy vehicle dominated and generally deemed unsafe for pedestrians and cyclists. During this project, I was required to update Arapahoe to make it more public-transit, bicyclist, and pedestrian friendly. As a result, I created a new Arapahoe Avenue with center-running Bus Rapid Transit (BRT), 12-foot wide multi-use sidewalks, and enhanced bus stations. Project selected by peers to be presented in front of City of Boulder officials.

To see a fly-through of this project, please scan this QR code or visit: https://youtu.be/X39sxTm5uyY

9 EAST ARAPAHOE AVENUE REDESIGN

Intersection of Arapahoe Avenue and 30th Street

Intersection of Arapahoe Avenue and Foothills Parkway

Transit signals are made to prioritize buses in order to minimize the overall delay for all public transit users.

Pedestrian refuge islands have been replaced to slow traffic, increase pedestrian safety, and allow for continuous pedestrian and bicycle flow.Pedestrian crossings are setback to create a buffer

zone between turning cars and users who are crossing the street.

An overpass was created to streamline multi-modal movement along both Arapahoe Avenue and Foothills Parkway.

The overpass gives pedestrians and bicyclists increased safety as they do not have to cross the hectic Foothills Parkway.

To allow for fast and easy transfers between bus lines, the two bus stations are joined by elevator.

10EAST ARAPAHOE AVENUE REDESIGN

1

2

3

4

The Enhanced BRT Stations were designed with the user in mind as they were made to be highly visible, enclosed, and protected from street-side dangers, while also including amenities such as: 1. Lighting 2. Heating and Air 3. Real-Time Bus Information 4. Enhanced Fare Collection Systems

11 EAST ARAPAHOE AVENUE REDESIGN

SILVERTHORNE VISTALocation:

Period:

Project:

Team:

Silverthorne, Colorado

Spring Semester 2016

Downtown Silverthorne Redevelopment

Individual Contribution to Overall Class Project

For my “praxis” semester of Environmental Design, my class and I worked with officials in Silverthorne, Colorado, a traditional mountain town, on a downtown master plan to revitalize the area by adding density and greenery to an otherwise neglected area. As a member of the architecture team, I designed a mixed-use building on the southeast corner of 3rd Street and Highway 9.Overall class master plan of Downtown Silverthorne awarded “Best Student Project” at the 2016 Congress for New Urbanism (CNU) Colorado Charter Awards:https://cnucolorado.org/2016/09/14/cnu-charter-awards-2016-winners/

3RD STREET

4TH STREET

HIG

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AY 9

AD

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ENU

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12SILVERTHORNE VISTA

First Floor Plan Second Floor Plan Third Floor Plan

East Elevation (highway 9)

West Elevation (alley)

North Elevation (pedestrian street)

North Elevation (3rd street)

Currently, Downtown Silverthorne lacks the presence of medium density residential development, along with the shops and restaurants typically seen in traditional mountain downtowns. In order to create a traditional “mountain town” feel and increase residential density, I designed a mixed-use building with 13,500 ft2 of commercial space on the first floor and a total of 20,000 ft2 of residential area on the second and third floors.

I designed the Silverthorne Vista as a contemporary mountain style by using traditional materials (stone, local lumber, stucco) with a more modern idea of flat roofs, large windows, and plenty of protected, outdoor spaces for residents. The building’s main focal point, a tower at the southeast corner, acts as a visual gateway into the redeveloped downtown area.

13 SILVERTHORNE VISTA

This project gave me valuable experience in client relations as we were in constant contact with city planners and

council members who had a specific idea of what they want Silverthorne to become. It also gave me a chance to work

with strict building codes and regulations.

14SILVERTHORNE VISTA

THE OASISLocation:

Period:

Project:

Team:

Los Angeles, California

Fall Semester 2016

“Architecture that Reacts”

Group of Two

For my second to last semester as a Environmental Design student, my partner and I designed The Oasis for the international Laka Design Competition. For the project, we needed to identify a global issue facing cities and design a building that reacted to such issue. Urban food deserts are a major challenge facing urban communities globally so my partner and I designed a building in Los Angeles, a region that struggles with this issue, that works to help combat underprivileged people’s access to healthy food.

15 THE OASIS

Traditional RuralFarm Layout

Mitochondria Biomimicry

Increased Site Surface Area

Integration of Market and Restaurant Solar Optimization Site Circulation

Oasis Morphology

Basement Floor Plan

North-South Section East-West Section

First Floor Plan Second Floor Plan

16THE OASIS

Oasis’ glass facade features a high tech pollution absorbing screen comprised of Elegant Embellishments’ prosolve370e

modules. The tiles are coated with titanium dioxide, which fights pollution when activated by ambient daylight and decreases solar gain within the building.

The Oasis’ building design brings together multiple productive processes in a way that connects inputs and outputs, forming a closed loop, self-

sustaining structure. There are two main cycles: food production and water treatment. The market and restaurant, which are supplied by the fruits

and vegetables from the terraces and the fish farmed within the building, both cut down on the distance and fuel needed to transport fresh food

from producer to consumer and can operate at close to zero waste as left over matter can be composted or fed to fish. Water, collected from and

filtered by the green roof, can be used within the fish tanks. The resulting waste water from the fish is then cycled through the irrigation system for

terraces.

Oasis would also give nearby residents and students numerous employment opportunities both inside in the market and restaurant, and

outside on the growing terraces

17 THE OASIS

This project gave me my first opportunity to work with laser cutters, a CNC machine, and wood working tools to add perfection and detail unseen in fully handmade models.

As a team, my partner and I collaborated on everything we did, even though we split the workload. I worked majorly on the Rhino models needed to create the renderings and 3D models. He did more work on the graphics and text needed to complete the board we submitted to the Laka Competition and helped assemble the final 3D models.

18THE OASIS

MIXED USE REVIT BUILDINGLocation:

Period:

Project:

Team:

Longmont, Colorado

Fall Semester 2016

Commercial Construction Document

Individual

In order to prepare myself for a job in the architecture industry, I took a computer applications class where I learned Revit. In the class, I was tought about family creation along with project creation where I generated both residential and commercial construction drawings. Within the drawing production, I learned how to produce plans, elevations, sections, perspectives, detail drawings, and renderings. The building replicated in the drawings is not my own.

UP

JURISDICTION: LONGMONT CO.

ZONING: MIXED USE

HEIGHT RESTRICTIONS: 5 STORIES - 45'

SETBACKS:13' - 24' FRONT SETBACK

FROM CURB0'-0" SIDE SETBACKS0'-0" REAR SETBACK

FOR CLIMATE ZONE 5 PER 2015 IBC ?

MAXIMUM GLAZING U-FACTOR .32CEILINGS R-49WALLS R-20MASS WALLS R-13-17FLOORS R-30BASEMENT WALLS R-15-19SLAB PERIMETER R-VALUE AND DEPTH R-10, 4 FT.CRAWL SPACE WALLS R-15-19

ADOPTED BUILDING CODES

2015 International Building Code (IBC);2015 International Residential Code (IRC);2015 International Energy Conservation Code (IECC);2015 International Fire Code (IFC);2015 International Wildland Urban Interface Code (IWUIC);2015 International Mechanical Code (IMC);2015 International Plumbing Code (IPC);2015 International Fuel Gas Code (IFGC);2015 International Property Maintenance Code (IPMC); and

1A101

SIM

1A101

1A101

1A101

A1011 SIM

A1011 SIM

A1011 SIM

A1011

BUILDING SECTION (PLAN)

BUILDING SECTION NUMBER

SHEET NUMBER

BUILDING SECTION (ELEVATION)

ELEVATIONS

WALL SECTION

DETAIL CALLOUTDETAIL NUMBER

SHEET NUMBER

DETAIL CUT(PLAN/SECTION)

RELATED DETAIL CUT BELOW OR ABOVE

ROOM NAMEFLOOR FINISH

NAMEELEVATION

NAMEELEVATION

DRAWING NAMESCALE1

North

ROOM NAME WITH FLOOR FINISH

ROOM

FLOOR FINISH

REVISION TAG

LEVEL TAGS

LEVEL

LEVEL ELEVATION

DRAWING TITLE

NORTH ARROWS WORKING

WINDOW TAG 1t

DOOR TAG 3068 = 36" WIDE BY 6'-8"

1

1A5

EMERY STREET

2ND AVENUE

89° 59' 44"271.55'

N W

0° 0

2' 5

0"25

1.14

'N

W

123' - 1 7/16"

148'

- 5

13/1

6"

123' - 0"

148'

- 5

5/8"

1

2 3 4 5 6 7

5.1 5.2A

B

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A0North

pfecontact

General ContractorGeneric Contractors Inc.100 Main StreetLongmont, CO 80501

303.918.2736N/[email protected] Jones

pfecontact

OwnerGrant Johnson202 Emery StreetLongmont, CO 80501

303.123.4567N/[email protected] Johnson

pfecontact

Structural EngineerGeneric Engineers200 Main StreetLongmont, CO 80501

303.192.8374N/[email protected] Blow

pfecontact

DesignerKyger Architecture & Design1060 18th StreetBoulder, CO 80302

303.987.6543N/[email protected] Kyger

1/2" = 1'-0"CODE INFORMATION

DRAWING SYMBOL LEGEND

DRAWING LIST

NO. NAME

A0 COVERA0.1 CODE ANALYSISA1 LEVEL 1 FLOOR PLAN

A1.1 TENANT FINISHA2 LEVEL 2 + 3 FLOOR PLANSA3 LEVEL 4 + 5 FLOOR PLANS

A3.1 UNIT 404A4 SOUTH ELEVATIONA5 SECTIONA6 RENDERINGSS1 STRUCTURAL DIAGRAMS

1" = 10'-0"1 SITE PLAN - NEWN.T.S2 SOUTHWEST CORNER 3D VIEW

19 MIXED USE REVIT BUILDING

UP

--

A4

-

-

-

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1

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20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

3

3

4

4

5

5

6

6

7

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5.1

5.1

5.2

5.2

12' - 9 5/8" 4' - 4 7/8"2' - 9 1/2" 20' - 0"

AA

BB

CC

DD

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GG

HH

20' -

0"

20' -

0"

20' -

0"

20' -

0"

19' -

0"

24' -

0"

19' -

0"

142'

- 0"

120' - 0"

1' - 0"

1' -

0"

15' -

6"

15' -

6"

31' -

0"

54' - 4 1/4" 25' - 7 1/8" 17' - 0 5/8" 4' - 8" 6' - 0" 6' - 7 3/8"

11' -

4"

15' -

0"

4' -

0"

7' -

6 7/

8"6"

8' -

1 1/

4"6"

8' -

1 1/

4"6"

5' -

0"

1' - 0" 5' - 0" 7' - 10 1/2" 5' - 0" 7' - 10 1/2" 1' - 0" 5' - 0" 7' - 10 1/2" 5' - 0" 7' - 10 1/2"

A12

3' -

9 5/

8"6'

- 11

3/4

"

3068 3068

3068 3068

TURNAROUND

WOMENSRESTROOM

MENS RESTROOM

STORAGE

ELEVATORSHAFT

SERVICEELEVATOR

STAIR WELL

STAIR WELL

1 2 3 4 5 6 7 8 9 10 11 12

1314151617

18192021

7' - 3"

3068

3068

3068

19' - 3 5/8" 15' - 8 3/8"

35' - 0"

3068

3068

3068

17' - 0 5/8"

8' -

1 1/

4"6"

8' -

1 1/

4"8'

- 0

7/8"

ADA TURNINGø 5' - 0"

5' - 4 3/8"

ADA TURNING

ø 5' - 0"

3068

3068

WOMENSRESTROOM

MENS RESTROOM

STORAGE

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A1

BASEMENT WINDOW SCHEDULE

TYPEMARK TYPE

SILLHEIGHT

HEADHEIGHT

COMMENTS

BASEMENT DOOR SCHEDULE

CONSTRUCTION TYPE TYPE WIDTH HEIGHT COMMENTS

1/8" = 1'-0"1 LEVEL 1 - FLOOR PLAN 1/2" = 1'-0"2LEVEL 1 - FLOOR PLAN - RESTROOMCALLOUT

UP

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A4

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40' - 0"

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' - 6

"

18' - 0" 4' - 0" 18' - 0"

19' - 6" 5' - 0" 6" 67' - 3 1/2" 6" 4' - 0" 18' - 0"

4' -

6"7'

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5/16

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' - 3

3/8

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5/16

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/16"

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4' -

6"21

' - 5

11/

16"

5' -

0 5/

16"

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

4' - 4 7/8" 2' - 9 1/2"

7' -

0"20

' - 0

"20

' - 0

"20

' - 0

"20

' - 0

"19

' - 0

"24

' - 0

"19

' - 0

"

UNIT 201 UNIT 202

UNIT 203

UNIT 204

UNIT 205

UNIT 206UNIT 207

UNIT 208 3068 3068

3068 3068

15' -

6 5

/16"

15' -

5 1

1/16

"

ELEVATOR WELL

SERVICEELEVATOR

STAIR WELL

STAIR WELL--

A4

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5' - 0" 12' - 9 5/8" 4' - 4 7/8"2' - 9 1/2" 15' - 0" 5' - 0"

5' -

0"14

4' -

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18' - 0" 4' - 0" 18' - 0"

UNIT 301 UNIT 302

UNIT 305

UNIT 304 UNIT 305

3068 3068

3068 3068

6' - 0" 7' - 4"

5' -

0 15

/16"

14' -

3 3

/8"

7' -

2 5/

16"

4' -

6"

15' -

6 5

/16"

15' -

6 5

/16"

31' -

0 5

/8"

50' -

10

7/16

"50

' - 1

9/1

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' - 0

"

ELEVATOR WELL

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A2 1/8" = 1'-0"1 LEVEL 2 - FLOOR PLAN - NEW

1/8" = 1'-0"2 LEVEL 3 - FLOOR PLAN

UP

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A

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40' - 0"

19' -

6"

5' -

0"6"

71' -

8 7/

8"6

5/8"

5' -

0"19

' - 6

"

18' - 0" 4' - 0" 18' - 0"

19' - 6" 5' - 0" 6" 67' - 3 1/2" 6" 4' - 0" 18' - 0"

4' -

6"7'

- 2

5/16

"14

' - 3

3/8

"5'

- 0

5/16

"

15' -

6 5

/16"

15' -

5 1

1/16

"

31' -

0"

6' - 0" 7' - 4"

4' -

6"21

' - 5

11/

16"

5' -

0 5/

16"

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

4' - 4 7/8" 2' - 9 1/2"

7' -

0"20

' - 0

"20

' - 0

"20

' - 0

"20

' - 0

"19

' - 0

"24

' - 0

"19

' - 0

"

UNIT 201 UNIT 202

UNIT 203

UNIT 204

UNIT 205

UNIT 206UNIT 207

UNIT 208 3068 3068

3068 3068

15' -

6 5

/16"

15' -

5 1

1/16

"

ELEVATOR WELL

SERVICEELEVATOR

STAIR WELL

STAIR WELL--

A4

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5 6 7

5.1 5.2

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40' - 0"

5' - 0" 12' - 9 5/8" 4' - 4 7/8"2' - 9 1/2" 15' - 0" 5' - 0"

5' -

0"14

4' -

0"

18' - 0" 4' - 0" 18' - 0"

UNIT 301 UNIT 302

UNIT 305

UNIT 304 UNIT 305

3068 3068

3068 3068

6' - 0" 7' - 4"

5' -

0 15

/16"

14' -

3 3

/8"

7' -

2 5/

16"

4' -

6"

15' -

6 5

/16"

15' -

6 5

/16"

31' -

0 5

/8"

50' -

10

7/16

"50

' - 1

9/1

6"43

' - 0

"

ELEVATOR WELL

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STAIR WELL

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A2 1/8" = 1'-0"1 LEVEL 2 - FLOOR PLAN - NEW


--

A4

-

-

1

1A5

4 5 6 7

5.1 5.2

AA

BB

CC

DD

EE

FF

GG

HH

20' - 0" 20' - 0" 20' - 0"

12' - 9 5/8" 4' - 4 7/8"2' - 9 1/2"

20' - 0"

7' -

0"20

' - 0

"20

' - 0

"20

' - 0

"20

' - 0

"19

' - 0

"24

' - 0

"19

' - 0

"

45' - 0"

8' - 0" 17' - 11 3/8" 8' - 8 5/8" 6' - 0" 7' - 4" 5' - 0"

UNIT 404

UNIT 401 UNIT 402

UNIT 403

UNIT 40515

' - 6

5/1

6"15

' - 6

5/1

6"

5' -

0 15

/16"

14' -

3 3

/8"

7' -

2 5/

16"

4' -

6"

3068 3068

3068 3068

ELEVATORSHAFT

SERVICEELEVATOR

STAIR WELL

STAIR WELL

--

A4

-

-

1

1A5

4 5 6 7

5.1 5.2

A

B

C

D

E

F

G

H

20' - 0" 20' - 0" 20' - 0"

40' - 0"

12' - 9 5/8" 4' - 4 7/8" 2' - 9 1/2" 20' - 0"

7' -

0"20

' - 0

"20

' - 0

"20

' - 0

"20

' - 0

"19

' - 0

"24

' - 0

"19

' - 0

"

UNIT 501 UNIT 502

UNIT 505

UNIT 504 UNIT 503

15' -

6 5

/16"

15' -

6 5

/16"

31' -

0 5

/8"

6' - 0" 7' - 4"

5' -

0 15

/16"

14' -

3 3

/8"

7' -

2 5/

16"

4' -

6"

3068 3068

3068 3068

ELEVATORSHAFT

SERVICEELEVATOR

STAIR WELL

STAIR WELL

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

) 437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

YGER

CH

ECKE

D B

YAK

G

A3 1/8" = 1'-0"1 LEVEL 4 - FLOOR PLAN


--

A4

-

-

1

1A5

4 5 6 7

5.1 5.2

AA

BB

CC

DD

EE

FF

GG

HH

20' - 0" 20' - 0" 20' - 0"

12' - 9 5/8" 4' - 4 7/8"2' - 9 1/2"

20' - 0"

7' -

0"20

' - 0

"20

' - 0

"20

' - 0

"20

' - 0

"19

' - 0

"24

' - 0

"19

' - 0

"

45' - 0"

8' - 0" 17' - 11 3/8" 8' - 8 5/8" 6' - 0" 7' - 4" 5' - 0"

UNIT 404

UNIT 401 UNIT 402

UNIT 403

UNIT 405

15' -

6 5

/16"

15' -

6 5

/16"

5' -

0 15

/16"

14' -

3 3

/8"

7' -

2 5/

16"

4' -

6"

3068 3068

3068 3068

ELEVATORSHAFT

SERVICEELEVATOR

STAIR WELL

STAIR WELL

--

A4

-

-

1

1A5

4 5 6 7

5.1 5.2

A

B

C

D

E

F

G

H

20' - 0" 20' - 0" 20' - 0"

40' - 0"

12' - 9 5/8" 4' - 4 7/8" 2' - 9 1/2" 20' - 0"

7' -

0"20

' - 0

"20

' - 0

"20

' - 0

"20

' - 0

"19

' - 0

"24

' - 0

"19

' - 0

"

UNIT 501 UNIT 502

UNIT 505

UNIT 504 UNIT 503

15' -

6 5

/16"

15' -

6 5

/16"

31' -

0 5

/8"

6' - 0" 7' - 4"

5' -

0 15

/16"

14' -

3 3

/8"

7' -

2 5/

16"

4' -

6"

3068 3068

3068 3068

ELEVATORSHAFT

SERVICEELEVATOR

STAIR WELL

STAIR WELL

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

) 437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

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CH

ECKE

D B

YAK

G

A3 1/8" = 1'-0"1 LEVEL 4 - FLOOR PLAN


First Floor Plan

Third Floor Plan Fourth Floor Plan Fifth Floor Plan

Second Floor Plan

20MIXED USE REVIT BUILDING

WashDry

REF

.

WashDry

RC RC

RCRC

F/L

RC

RC

RC

RC RC

RC

RC

RC

F/L

P

P

P

SRF

SRF

P

FL

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

REF

.

A4

1

1A55 5.1 5.2

FF

GG

HH

7' -

0"20

' - 0

"20

' - 0

"

9' -

9 5/

8"

3' -

0"4'

- 2"

3 5/

8"8'

- 1"

3 5/

8"3'

- 10

3/4

"4'

- 1"

3 5/

8"5'

- 5"

17' - 11 3/8"

11' - 10" 3 5/8" 5' - 1 1/8"

2' -

1"

3' - 2" 5' - 6" 3' - 2"

5068 5068

14' -

7"

3 5/

8"12

' - 8

3/8

"14

' - 0

"

2' - 4 5/8"3 5/8"

5' - 1 1/8"2668

5' -

1 3/

8"

4068

2068

5068

1' -

3"1'

- 3"

2468

2068

2468

12' - 1 5/8" 3' - 2" 6' - 4"

5A3.1

A3.1 34

40' -

0"

42' -

0"

LEVEL 4 - T.O. SUBFLOOR133' - 0"

LEVEL 4 - T.O. PLATE143' - 0"

5.1 5.2

1 1/

2"4'

- 0

3/4"

4' -

1 1/

2"

1' - 0" 6"



H

5A3.1

2' - 0" 2' - 6" 2' - 6" 2' - 0" 2' - 9" 1"



H

5A3.1

4' -

0 3/

4"

1 1/

2"

8' - 6 1/2"

A4

1

1A55 5.1 5.2

FF

GG

HH

5A3.1

A3.1 34

5' - 2 5/16"3' - 6" 3' - 6"

4' -

0"6'

- 11

5/1

6"4'

- 0"

3' -

6"5'

- 10

3/1

6"3'

- 6"

3' -

0"5'

- 7

3/8"

3' -

0"

EQEQ

EQEQ

EQ EQ

3' -

0"5'

- 10

1/1

6"3'

- 0"

EQEQ

EQEQ

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

)437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

YGER

CH

ECKE

D B

YAK

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A3.1 1/4" = 1'-0"1 LEVEL 4 - FLOOR PLAN - UNIT 404

1/2" = 1'-0"5 UNIT 404 - KITCHEN SECTION

1/2" = 1'-0"3 UNIT 404 - KITCHEN WALL ELEVATION

1/2" = 1'-0"4 UNIT 404 - KITCHEN ISLAND ELEVATION

1/4" = 1'-0"2LEVEL 4 - FLOOR PLAN - UNIT 404 -ELECTRICAL

WashDry

REF

.

WashDry

RC RC

RCRC

F/L

RC

RC

RC

RC RC

RC

RC

RC

F/L

P

P

P

SRF

SRF

P

FL

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

REF

.

A4

1

1A55 5.1 5.2

FF

GG

HH

7' -

0"20

' - 0

"20

' - 0

"

9' -

9 5/

8"

3' -

0"4'

- 2"

3 5/

8"8'

- 1"

3 5/

8"3'

- 10

3/4

"4'

- 1"

3 5/

8"5'

- 5"

17' - 11 3/8"

11' - 10" 3 5/8" 5' - 1 1/8"

2' -

1"

3' - 2" 5' - 6" 3' - 2"

5068 5068

14' -

7"

3 5/

8"12

' - 8

3/8

"14

' - 0

"

2' - 4 5/8"3 5/8"

5' - 1 1/8"2668

5' -

1 3/

8"

4068

2068

5068

1' -

3"1'

- 3"

2468

2068

2468

12' - 1 5/8" 3' - 2" 6' - 4"

5A3.1

A3.1 34

40' -

0"

42' -

0"



5.1 5.2

1 1/

2"4'

- 0

3/4"

4' -

1 1/

2"

1' - 0" 6"



H

5A3.1

2' - 0" 2' - 6" 2' - 6" 2' - 0" 2' - 9" 1"



H

5A3.1

4' -

0 3/

4"

1 1/

2"

8' - 6 1/2"

A4

1

1A55 5.1 5.2

FF

GG

HH

5A3.1

A3.1 34

5' - 2 5/16"3' - 6" 3' - 6"

4' -

0"6'

- 11

5/1

6"4'

- 0"

3' -

6"5'

- 10

3/1

6"3'

- 6"

3' -

0"5'

- 7

3/8"

3' -

0"

EQEQ

EQEQ

EQ EQ

3' -

0"5'

- 10

1/1

6"3'

- 0"

EQEQ

EQEQ

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

)437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

YGER

CH

ECKE

D B

YAK

G






WashDry

REF

.

WashDry

RC RC

RCRC

F/L

RC

RC

RC

RC RC

RC

RC

RC

F/L

P

P

P

SRF

SRF

P

FL

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

REF

.

A4

1

1A55 5.1 5.2

FF

GG

HH

7' -

0"20

' - 0

"20

' - 0

"

9' -

9 5/

8"

3' -

0"4'

- 2"

3 5/

8"8'

- 1"

3 5/

8"3'

- 10

3/4

"4'

- 1"

3 5/

8"5'

- 5"

17' - 11 3/8"

11' - 10" 3 5/8" 5' - 1 1/8"

2' -

1"

3' - 2" 5' - 6" 3' - 2"

5068 5068

14' -

7"

3 5/

8"12

' - 8

3/8

"14

' - 0

"

2' - 4 5/8"3 5/8"

5' - 1 1/8"2668

5' -

1 3/

8"

4068

2068

5068

1' -

3"1'

- 3"

2468

2068

2468

12' - 1 5/8" 3' - 2" 6' - 4"

5A3.1

A3.1 34

40' -

0"

42' -

0"



5.1 5.2

1 1/

2"4'

- 0

3/4"

4' -

1 1/

2"

1' - 0" 6"



H

5A3.1

2' - 0" 2' - 6" 2' - 6" 2' - 0" 2' - 9" 1"



H

5A3.1

4' -

0 3/

4"

1 1/

2"8' - 6 1/2"

A4

1

1A55 5.1 5.2

FF

GG

HH

5A3.1

A3.1 34

5' - 2 5/16"3' - 6" 3' - 6"

4' -

0"6'

- 11

5/1

6"4'

- 0"

3' -

6"5'

- 10

3/1

6"3'

- 6"

3' -

0"5'

- 7

3/8"

3' -

0"

EQEQ

EQEQ

EQ EQ

3' -

0"5'

- 10

1/1

6"3'

- 0"

EQEQ

EQEQ

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

)437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

YGER

CH

ECKE

D B

YAK

G






WashDry

REF

.

WashDry

RC RC

RCRC

F/L

RC

RC

RC

RC RC

RC

RC

RC

F/L

P

P

P

SRF

SRF

P

FL

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

REF

.

A4

1

1A55 5.1 5.2

FF

GG

HH

7' -

0"20

' - 0

"20

' - 0

"

9' -

9 5/

8"

3' -

0"4'

- 2"

3 5/

8"8'

- 1"

3 5/

8"3'

- 10

3/4

"4'

- 1"

3 5/

8"5'

- 5"

17' - 11 3/8"

11' - 10" 3 5/8" 5' - 1 1/8"

2' -

1"

3' - 2" 5' - 6" 3' - 2"

5068 5068

14' -

7"

3 5/

8"12

' - 8

3/8

"14

' - 0

"

2' - 4 5/8"3 5/8"

5' - 1 1/8"2668

5' -

1 3/

8"

4068

2068

5068

1' -

3"1'

- 3"

2468

2068

2468

12' - 1 5/8" 3' - 2" 6' - 4"

5A3.1

A3.1 34

40' -

0"

42' -

0"



5.1 5.2

1 1/

2"4'

- 0

3/4"

4' -

1 1/

2"

1' - 0" 6"



H

5A3.1

2' - 0" 2' - 6" 2' - 6" 2' - 0" 2' - 9" 1"



H

5A3.1

4' -

0 3/

4"

1 1/

2"

8' - 6 1/2"

A4

1

1A55 5.1 5.2

FF

GG

HH

5A3.1

A3.1 34

5' - 2 5/16"3' - 6" 3' - 6"

4' -

0"6'

- 11

5/1

6"4'

- 0"

3' -

6"5'

- 10

3/1

6"3'

- 6"

3' -

0"5'

- 7

3/8"

3' -

0"

EQEQ

EQEQ

EQ EQ

3' -

0"5'

- 10

1/1

6"3'

- 0"

EQEQ

EQEQ

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

)437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

YGER

CH

ECKE

D B

YAK

G






WashDry

REF

.

WashDry

RC RC

RCRC

F/L

RC

RC

RC

RC RC

RC

RC

RC

F/L

P

P

P

SRF

SRF

P

FL

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

REF

.

A4

1

1A55 5.1 5.2

FF

GG

HH

7' -

0"20

' - 0

"20

' - 0

"

9' -

9 5/

8"

3' -

0"4'

- 2"

3 5/

8"8'

- 1"

3 5/

8"3'

- 10

3/4

"4'

- 1"

3 5/

8"5'

- 5"

17' - 11 3/8"

11' - 10" 3 5/8" 5' - 1 1/8"

2' -

1"

3' - 2" 5' - 6" 3' - 2"

5068 5068

14' -

7"

3 5/

8"12

' - 8

3/8

"14

' - 0

"

2' - 4 5/8"3 5/8"

5' - 1 1/8"2668

5' -

1 3/

8"

4068

2068

5068

1' -

3"1'

- 3"

2468

2068

2468

12' - 1 5/8" 3' - 2" 6' - 4"

5A3.1

A3.1 34

40' -

0"

42' -

0"



5.1 5.2

1 1/

2"4'

- 0

3/4"

4' -

1 1/

2"

1' - 0" 6"



H

5A3.1

2' - 0" 2' - 6" 2' - 6" 2' - 0" 2' - 9" 1"



H

5A3.1

4' -

0 3/

4"

1 1/

2"

8' - 6 1/2"

A4

1

1A55 5.1 5.2

FF

GG

HH

5A3.1

A3.1 34

5' - 2 5/16"3' - 6" 3' - 6"

4' -

0"6'

- 11

5/1

6"4'

- 0"

3' -

6"5'

- 10

3/1

6"3'

- 6"

3' -

0"5'

- 7

3/8"

3' -

0"

EQEQ

EQEQ

EQ EQ

3' -

0"5'

- 10

1/1

6"3'

- 0"

EQEQ

EQEQ

NO

T FO

R

CO

NST

RU

CTI

ON

PRO

JEC

T #

DAT

E

DR

AWN

BY

KYG

ER A

RC

HIT

ECTU

RE

& D

ESIG

NEM

ERY

STR

EET

CO

MM

ERC

IAL

BU

ILD

ING

202

EMER

Y ST

REE

T

LON

GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

BO

ULD

ER, C

O

(303

)437

-758

4 |

KEL

LEN

.KYG

ER@

CO

LOR

ADO

.ED

U

ASSI

GN

MEN

T 5

DEC

. 14,

201

6

KELL

EN K

YGER

CH

ECKE

D B

YAK

G





1/4" = 1'-0"2LEVEL 4 - FLOOR PLAN - UNIT 404 -ELECTRICALUnit 404 Floor Plan

Unit 404 Kitchen Section Unit 404 Kitchen Island Elevation Unit 404 Kitchen Wall Elevation

Unit 404 Floor Plan - Electrical










T.O. FOUNDATION99' - 4"


8"10

' - 0

"8"

10' -

0"

8"10

' - 8

"10

' - 0

"8"

11' -

0"

8"

8"10

' - 0

"8"

10' -

0"

8"10

' - 0

"8"

10' -

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8"11

' - 0

"8"

1A5













ROOF DECK154' - 4"

ROOF DECK154' - 4"

1 2 3 4 5 6 75.1 5.2

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A4 3/16" = 1'-0"1 SOUTH ELEVATION











10' -

0"

8"11

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"8"

10' -

0"

8"11

' - 0

"8"













ROOF DECK154' - 4"

ROOF DECK154' - 4"

A B C D E F G H

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A5 3/16" = 1'-0"1 SECTION

South Elevation

Building Section

22MIXED USE REVIT BUILDING

Unit 404 Interior Rendering

Structural Floor Plan Concrete Rebar Diagram

FOO

TIN

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20"

COLUMN

12" X 12"

SEE

SCH

EDU

LE

20" C

ON

C. B

EAM

8" WALL

2' -

0"

1 1/2"

1' - 0" 1' - 0"

1' - 0" 1' - 0"

SEE SCHEDULE

CLOSED # 3 STIRRUPSAT 8" O.C.

48" OVERLAP

48" O

VER

LAP

48" O

VER

LAP

48" O

VER

LAP

48" O

VER

LAP

(4) #8 DOWELS

SEE SCHEDULE

SEE SCHEDULE

(3) #3 TIES @ 2"O.C. AT TOP THENAT 12" O.C.

(4) #8 DOWELS

(4) #8 DOWELS

1

1 2

2

3

3

EE

FF

GG

20' - 0" 20' - 0"

20' -

0"

20' -

0" ? ? ? ? ? ? ?

12" X 24"

12" X 24"

12" X 24"

8" X 12 " CONC. @

6' O.C.

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S1 1 1/2" = 1'-0"1 CONCRETE REBAR DIAGRAM

1/8" = 1'-0"2 LEVEL 2 - STRUCTURAL FLOOR PLAN

FOO

TIN

G

20"

COLUMN

12" X 12"

SEE

SCH

EDU

LE

20" C

ON

C. B

EAM

8" WALL

2' -

0"

1 1/2"

1' - 0" 1' - 0"

1' - 0" 1' - 0"

SEE SCHEDULE

CLOSED # 3 STIRRUPSAT 8" O.C.

48" OVERLAP

48" O

VER

LAP

48" O

VER

LAP

48" O

VER

LAP

48" O

VER

LAP

(4) #8 DOWELS

SEE SCHEDULE

SEE SCHEDULE

(3) #3 TIES @ 2"O.C. AT TOP THENAT 12" O.C.

(4) #8 DOWELS

(4) #8 DOWELS

1

1 2

2

3

3

EE

FF

GG

20' - 0" 20' - 0"

20' -

0"

20' -

0" ? ? ? ? ? ? ?

12" X 24"

12" X 24"

12" X 24"

8" X 12 " CONC. @

6' O.C.

NO

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R

CO

NST

RU

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ON

PRO

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T #

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GM

ON

T, C

OLO

RAD

O 8

0501

1060

18T

H S

TREE

T |

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ULD

ER, C

O

(303

)437

-758

4 |

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201

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S1 1 1/2" = 1'-0"1 CONCRETE REBAR DIAGRAM

1/8" = 1'-0"2 LEVEL 2 - STRUCTURAL FLOOR PLAN


Kellen Kyger Portfolio with Revit 013117

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Transcript of Kellen Kyger Portfolio with Revit 013117