Architecture Portfolio 2015

PAT R I C K R E U T E R ARCHITECTURE

PR Patrick C. Reuter University of Kansas Pcreuter@gmail.com (913) 219-1068

[Education] The University of Kansas, Lawrence, KS Masters of Architecture, Expected May 2015 Minor in Business GPA 4.0

Study Abroad, Siena Italy Summer 2013 - See Website for Sketches

Washington University, St. Louis, MO Architecture Discovery Program of 2009 Sam Fox School of Design and Visual Arts -Two-week program which taught basic elements of Architecture to prepare students for an education in Architecture. Included creating several models, a set of hand drawings, and formal presentation of design process.

[Software] Revit Rhinoceros 3D AutoCad Sketchup Pro Adobe InDesign Adobe Photoshop Adobe Illustrator Adobe PremierePro Autodesk Inventor Lumion 2.5 Microsoft Office & Access

[Work Experience]

Planning Design Research Architectural Intern - Summer 2014

- Utilized CAD & Revit to assist in the creation of Architectural Drawings and Models - Worked in Schematic Design with MEP Handoffs, Partition Handoffs, as well as the Construction Drawing Phase

University of Kansas Woodshop and Laser Cutter - 05/2011-Present

- Oversaw wood working tools, equipment usage, and general safety - Operated Laser Cutter through programs such as Adobe Illustrator and AutoCAD

Diagnostic Imaging Medical Records Clerk - 05/2012-01/2013 - Purged, filed, and organized medical films

[Activities | Honors] Student Senator for the Architecture & Design Department Member of AIAS Volunteer at the Big Event Member of National Honors Society of Collegiate Scholars Manager of Intramural Co-ed Sand Volleyball Manager of Intramural Co-ed Flag Football Manager of Intramural Co-ed Soccer Academic Honor Roll (Four Years)

[Interests] Blacksmithing & Jewelry Smithing Wood Working Traveling - 10 countries, 22 States Skiing - Copper Mountain, Vale, Breckenridge Building Sports - Various Cooking

[References] Stephen Grabow 785 864 3186 (Office)

Studio Professor

Joe Colistra

720 203 5678 (Cell)

Studio Professor

Richard Forque

785 383 8265 (Cell)

Woodshop and Laser Manager

5 Years Masters

[A Collection of Work]

1st Year - Fall Equinox Tower 1st Year - Spring Congo School House 2nd Year - Fall Bat House 2nd Year - Spring Branch Library 3rd Year - Fall Education Pavilion

[Equinox Tower]

[Congo School House]

3rd Year - Spring Car Museum 3rd Year - Summer Italy Study Abroad 4th Year - Fall Apartment Complex 4th Year - Spring Water Museum 4th Year - Summer PDR Internship 5th Year Forum & 1301 New York (In Progress)

[Car Museum]

[Italy Study Abroad]

Module Construction

Panels on Bridge

Panels on Bridge with Skin

Panels on Bridge with dividers added

l

ot to scale

Exploded Axon Panels are bolted to the bridge and then the outer covering is put on. Afterward panels that re secured and can take the most weight will have dividers slotted in between them so bats can roost there.

Outer Sheathing is attached to Panels

Dividers slide up in-between panels

[Bat House]

[Branch Library]

[Education Pavilion]

[Apartment Complex]

[Water Museum]

[The Forum]

ABQ •

Albuquerque New Mexico

•

15000 SQFT

•

Individual Project

•

Fourth Year Spring

[A Museum of Water]

Water could be considered the most unique element in the world.

How humans use water in their every day lives and how it affects our environment is becoming more evident. My goal was to create a responsible building that gives back to the environment. By filtering water through the site by constructing a bioswale / wetland condition, the building is able to take in water from its surroundings and clean it before it goes back into the environment. My goals as a designer were to create a building that is not only unique in its design characteristics but is a unique human experience that is able to put one more in touch with how they personally affect the world around them. To create a building that positively impacts not only the environment but also builds knowledge within an individual is key to working towards a more sustainable Earth. This is why I created a building that responds and reacts to its environment in a responsible manner.

ABQ

[Site]

•

Located in downtown Albuquerque

•

The site is a flood retention basin that collects and retains water during the rainy season

•

Pulls in water from surrounding parking lots and storm sewers for detention and sanitation

•

Channels modify the flow of water through different bioswale ponds to filter and clean water before it is released back into the system

•

Building sits atop concrete channels elevated by concrete piers.

•

Main intersection from southeast corner acts as the entrance to the museum

•

Pedestrians are able to walk down into the water retained on the southern most end of the site to cool off during a hot day

[Rio Grande]

[Albuquerque Water Network]

[Rio Grande - Flooded]

Post Office

Sewer Line

A105

Service Road Access to rear of building 1

Exterior Museum Pathways

UP

UP

DN

Ca DN

1

A104 2

DN

Park outside of museum consists of planted Chinese Pistache Trees w/ Benches in main thoroughfare areas.

258'-2"

Metal Gate to control access to Basin

Rough Concrete Entrance Area

4’ Thick Concrete Walls for water circulation

DN DN

DN

Step Down of Constructed Wetland Sections. See Basin Details

Concrete Stairs Lead down into Basin

58'-7"

DN

Series of Bus Parking Spots

2 A105

+4956

86'-9"

Small Metal Gates Control Access to Exterior Museum

A104

Rental Car

N Office Building

ABQ

[Program] Lobby / Reception

•

Museum consists of:

4 Permanent Galleries

1 Temporary Gallery

1 Lecture Auditorium

4 Bathrooms

1 Archive

1 Mechanical Room

Permanent Galleries Temproary Gallery Archive Lecture Auditorium Toilets Mechanical

2 Satellite mechanical spaces 1 Storage room 4 Offices 1 Lobby / Reception 1 Outdoor Gallery

•

15000 Square Feet

•

Two Floors

Storage Offices

Key:

Essential

Desirable

Inessential

[Adjacency Diagram] 7

6

5

4

3

D

Storage

•

Bioswale

Contains native plants to the region which require little water but are able to survive in harsh conditions such as when basin floods.

Mech

2

1

Gallery

Bath

C B

Gallery

Gallery

Gallery

Gallery

Lobby

Lecture

A

[Floor 1] 7 D

6

Archive

5

4

Archive

3

2

1

Bath

C B

Lecture A

[Floor 2]

[Roof Plan]

[Cardinal Flower]

[Horsetail]

[Sea Myrtle]

[Missouri Violet]

[Gammagrass]

[Texas Frog Fruit]

[Exterior Gallery]

ABQ •

Interior Design includes:

White Gypsum Walls

Black Terrazzo Floors

Stainless Steel Pendant Lights

White Gypsum Ceilings

Black Wall Washers

Dark Wooden Doors

•

[Interiors]

6” Black Reveals at Floor Glass Display Cabinets

Gallery Space

Large open spaces allowing for various display set ups and objects to be arranged inside the galleries. The perimeter walls have glass display cases to provide storage for smaller items.

•

Corridor Space

Corridor Ceilings are removed to expose ducts, structural systems, and mechanical systems. This space acts as the system for moving people and therefore all systems are exposed in this area.

•

Lobby / Reception

Floor made partially of Glass. Collects water from roof. Water Channeled from roof through large pipes into lobby area and is then put through a rain head to simulate the effects of rain inside the building.

[Main Corridor]

[Lobby / Reception]

6” Concrete on Metal Deck, Vapor Barrier, 8” Rigid Insulation, 1” Gypsum Steel Bent

1/4” Stainless Steel Louvers spaced 1’6” ft OC. 1’6” Deep Steel Trusses spaced 6ft OC. Track Lighting White Gypsum Wall Board

Glass Display Cases with Underlighting wrap around solid walls of Galleries

1” Black Terrazo Floor on Concrete Deck Reinforced Concrete Two Way Waffle Slab

24” Dirt provides adequate depths for plantings.

[Gallery Section]

ABQ

[Construction]

Steel Bent

•

For this project we produced a “CD - Lite” Set consisting of all of our plans, sections, elevations, and 50 details

•

The structure of the building is Concrete Channels which support concrete piers

•

These piers support a two way waffle slab that holds the building

•

The building itself is a steel structure to allow for freedom on the large concrete plinth

1’6” Deep Truss placed every 6’ OC

12x26 W-Flange spaced every 12’ OC

12x26 W-Flange Columns

Two Way Waffle Slab 2’ Deep

[Structural Axon]

7

5

6 Two Way Waffle Slab

26’ from Floor

2

3

4 Kawneer Curtain Walls

Main Entry

31’ from Floor

36’ from Floor

1

Stainless Steel Bent

ABQ

Refer to Glazing Section for Signage

Floor Height 0’

[Elevation South]

D 36’ From Floor

C

B

A Concrete Roof

Aluminum Louver 26’ From Floor Exterior Gallery Concrete Walkway w/ Glass Railings

Service Road

Floor Height 0’

[West Elevation]

44’ from bottom of basin CONSTRUCT CONCRETE CURB PER ABQ STANDARDS LANDSCAPE AREA

2'

2’ 10”

ASPHALT STREET PAVING PATCH AND REPAIR PER ABQ STANDARDS

6"

R 1" 1"

Refer to CD’s for all Mullion Specifications

Mullion Header attached to Steel Bent Exterior piece

6"

Soffited Ceiling, matte white finish

5’ 0”

Concrete and Black Terrazzo Floor Finish Floor Height 13'

Double Paned Kawneer Glass Glazing System

1’6” Louvers Spaced 1’6” O.C.

Building Signage Hung from Truss

3’ 6”

2

Glazing Entrance Plan NTS

5

Aluminum Extruded Profiles

5'

#5 Rebar

Rebar Ganged together w/ #5 Rebar cage Bottom of Basin 9'

SET TREE W/ TOP OF BALL FLUSH W/ GRADE

GREEN OR BLACK RUBBER HOSE ABOVE BRANCH

Louver Plan NTS

1

Roof: 26’ from Sidewalk Level

Concrete Basin Wall

Curb Condition 1 1/2" = 1'-0"

TREE WRAP TO FIRST BRANCH

Steel Bent

APPLY SPECIFIED MULCH TO A DEPTH OF 3" BUILD A 4" SAUCER AS SHOWN.

3/8" EXP JOINT MATERIAL W/ POLYURETHANE SEALANT 1/4" TOOLED EDGE BROOM OUT OVERSTRIKE

Steel Header Welded to Steel Bent at Top and Bottom

Earth Planting

CONCRETE WALK

Exterior Clad In Brushed Aluminum Panels

8’ 0”

#4 SMOOTH DOWEL W/ EXPANSION CAP 8" LONG @ 4' O.C.

Insulation on Corner Metal Holding Bracket

Kawneer Glass See Details for Header and Sill

1 _" 4

Bottom of Basin

4"

Glazing Fasteners

0'

CUT TWINE & BURLAP FROM AROUND TRUNK FOLD BACK FROM TRUNK.

Gap between Glazing 1 4 __ 16"

2” Steel Connecting Rod

BACKFILL WITH AMENDED SOIL RE: SPECIFICATION 02910

Matte White painted Sheet Rock 1’6” Aluminum Operable Louver

2’ 8”

2'

4'

1'

TWO 6' LONG STEEL T-POST SET NORTH AND SOUTH OF TREE AND DRIVEN INTO SOIL

#12 GAUGE DOUBLE STRAND GUYWIRE. GALVANIZED. ALLOW SLIGHT SLACK IN TENSION OF WIRES

1' 6"

1/4” Tie Rod

8’ 0”

3” Steel Flashing

Double Glass doors w/ Steel framing

Interior Painted Sheet Rock

3 _ 8"

COMPACTED SUBGRADE

7

Glazing Corner Detail 3/4" = 1'-0"

2

Floor 2: 12’ from Sidewalk Level

Expansion Joint 1 1/2" = 1'-0"

Typical Waffle Slab to Basin Wall Interface 1/4" = 1'-0"

5 CONSTRUCT CONCRETE CURB PER ABQ STANDARDS

Building Corner

Aluminum Reflector L Bracket

Louver Spaced 1” from edge of Exterior Glazing

DIG PLANTING PIT 18" LARGER THAN ROOT BALL ON EA. SIDE. SCARIFY SIDES & BOTTOM OF PIT.

COMPACTED SUBGRADE

4" COMPACTED GRAVEL BASE

Window Mullion

Double Paned Glass w/ protective seal

7

Planting Detail 1 1/2" = 1'-0"

LANDSCAPE AREA

Backer Rod And Fill

PERVIOUS PAVERS SET W/ 3/8"GAP

6"

R 1" 1"

Insulation Between Glazing and Building

8’ 4”

BEDDING SAND

Metal Holding Bracket

Display Shelf Mounted to back of case

Exterior Emergency Door. Fire Rated w/ Aluminum Trim

Mullions thru Bolted to Steel Plates Cast into Slab Black Terrazo finish up to exterior door

6’ 6”

2" R PERVIOUS PIPE SET INTO GRAVEL TO CATCH WATER

Glazing Fasteners 1 _" 4

Gap between Glazing

ANODIZED FINISH

5' Louver System Bound at Top and Bottom to 4” x 12” mechanical chase

Base painted matte white

2' Dia Concrete Column Spaced OC of Waffle Slab grid

5' Window Mullion

Two Way Waffle Slab

Chase Holds Mechanism for louver operation. Adjustable from inside each Gallery or Auditorium

10’ from of basin

1' thick Concrete Waffle Slab GRADE

Concrete Slab extends past base of building

6

Display Case NTS

8

6"

Glazing Meeting Wall 3/4" = 1'-0"

3

Pervious Paver 1 1/2" = 1'-0"

Not Used

(4)# 5 REBAR W/#2 TIES 2'-0"

1'

ANCHOR BOLTS (1-1/4" X 48")

6'-0"

Glazing Details

3/4" C. SEE PLAN FOR CIRCUIT 7'

SLOPE OF BASIN

Details

Basin Wall

CONCRETE BASE BY GENERAL CONTRACTOR.

2'-6" 3'-6"

CONCRETE

1" DEEP X 1/4" TOOLED CONTROL JOINT

Patrick Reuter

6 X 6 1.4 X 1.4 WWF

Patrick Reuter

TYPICAL PARKING LOT LIGHT

Bruce Johnson

NO SCALE

4"

Bruce Johnson 4"

05/05/2014

05/05/2014

3/4" = 1'-0"

1

Glazing Entrance Section NTS

3

Glazing Louver Section NTS

4

Glazing Back Wall Section NTS

Not Used

Not Used

A501

4" COMPACTED GRAVEL BASE

As indicated COMPACTED SUBGRADE

4

Site Road Detail 1" = 1'-0"

Light Pole 3/32" = 1'-0"

6

8

A506

Typical Slab on Piers Plan 3/8" = 1'-0"

2' Steel Pipe Welded to Hollow Steel Tubes 1 _" Glass Panel Spider 2 Clamped to Steel Tube

Roof Drain Set down into Roof Concrete Slopes Down Around Pipe. Fastened Via Metal Straps

3" x 4" Hollow Steel Tube

Chinese Pistache Trees aligned in grid.

Thick 2' Dia. Aluminum Pipe Elbow Joint

Terrazzo Control Joint

12'

Floor Structure 1/2" = 1'-0"

4

Glass Skirt

Water Drain Roof 1/4" = 1'-0"

Pipe Set 3 1_2" from top of glass to allow water to pool

RE: Water Element Details For Dimensions

2' Steel Pipe Welded to Hollow Steel Tubes

Aluminum Flashing Welded to Side of Steel Bent White Moisture Barrier

2'

3" x 4" Hollow Steel Tube

Fill Voids with Rigid Insulation Wood Blocking Tapers with Roof Flashing Terminates into Concrete Roof

1 3_" 2

See East Elevation for Building Details

Roof Drain is hardened plastic inset into concrete portion of Roof Section

6" Concrete Roof Deck

Pipe Drops Down thru Waffe Slab

Several Places are left open for an open atmosphere and access to museum.

Benches around Center Planters: See Plan

10'

9'6"

6' 9'10"

1

Paving is brushed pervious concrete

2' 54'-6"

Roof Slopes East towards Drain Strip 2' Wide Drain Spans Roof Width 1" Slots Collect Water and Funnel it Towards Center Pipe

4'

Sealed Damper Controls Air when no water is flowing.

2

204’

2'3"

10'

Paving Pattern in 10’ x 10’ squares

Pipe thru Floor 1/2" = 1'-0"

5

Drains Feed into Water Vault at both ends.

1 _" 4

All Horizontal Pipes Slope at

Roof to Bent Condition 1/4" = 1'-0"

9

Water Element Plan 6" = 1'-0" 3/32" = 1'

per foot

1" Thick Tempered Glass Rail Pipes Concealed in ceiling until they meet Entrance Area

Water Vault Section 5/32" = 1'

1"

Glass Held In Place by Aluminum Bracket Black Terrazzo Floor Aluminum Joint Meets Glass Skirt

Bottom of Finish Ceiling 37'

1

Roof Drain Meets Bent with Steel Flashing

Steel Plates inset into concrete Welded to Hollow Steel Tubes

Light Poles Detailed. Spaced every 20’ OC

Structural T’s support Park 20’ Interior Walls of Vault are Masonry

Temporary Gallery Pipe Attached to Truss via Metal Straps

1 _" 2

6" Bend in Pipe RE: Water Element Section

1 _" 4

Thick Hollow Steel Tube Set into Concrete Floor at Edge. 1"x2"

1/4" Thick Aluminum Pipe 2' in Dia. 7 4'-9 _" 8

Gallery Entrance

Water Diffuser

1/4" Thick Aluminum Pipe T-Joint

6

2'-1/2"

Glass Skirt 3/8" = 1'-0"

8

Top of Diffuser 23'6"

Roof Drain Plan 3/16" = 1'-0"

15 13'-6 __ " 16

Water Vault

9'6"

" Thick Aluminum Pipe.

2' Dia. Water Dispersed individually to nozzles Custom Rain Head screws into Pipe.

Head is Aluminum coated to match piping

6'-8 1/2"

Patrick Reuter

2

Rain Shower Head to mimic effect of rain.

See Rain Shower Detail

5/8" 15/16"

DLO

15/16"

E Q

INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED.

B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE) E 127-158 SETTING BLOCK (SHORE "A" 85±5 DUROMETER SILICONE) Q 172-200 SS GLASS CHAIR

7 1'-1 __ " 16

Seat Covered in Dark Blue Fabric

Typical Glazing at Sill 1:3

Seat Cushion is Dark Blue Fabric

4

8

Typical Glazing at Door Header 1:3

1

Not Used

6 Metal L Strip Full length set in Adhesive

A B

Auditorium Seating Plan 3/4" = 1'-0"

Glass Infill Panel

Epoxy Adhesive Full Length of Strip 5 1/8" 1 15/32"

15/16"

INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED.

DLO

2 1/2"

Concrete Base

Informative Plaque Aluminum Casing

Aluminum Rail

Matte White Gypsum Wall Board Layer Vertically

Extruded Aluminum Casing Ganged I-beams Welded

Concrete Deck 7 2'-7 __ " 16

3'

Fill Gaps w/ Rigid Insulation Panels Steel U Channel

7/8"

RD

A 127-159 SSG TAPE (SHORE "A" 30 DUROMETER POLYURETHANE FOAM) B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE)

Auditorium Seat Side 3/4" = 1'-0"

2" Black Terrazzo

172-208 3-3/4" DOOR SHEAR BLOCK 128-910 #10 x 1/2" B FHTF 163-036 ADAPTER 128-405 #12 x 7/8" AB FHTF (36" OC) 450-520 DOOR STOP ASS'Y

D

11

Joint Filler Between L Strips

172-001 3-3/4" MALE MULLION 172-002 3-3/4" FEMALE MULLION 172-012 PERIMETER TRIM 128-509 #12 x 1" AB HHTF

C 5/8"

13 1'-0 __ " 16 1 2'-6 _" 4 7 1'-4 _" 8

11 1'-8 __ " 16

Auditorium Seat Front 3/4" = 1'-0"

CLEARWALL SS 1-1/8" INFILL

DETAIL 1

5 1'-1 _" 8

Steel Chair Profile

AT DOOR HEADER

Typical Glazing at Horizontal 1:3

DETAIL 5

Arm Rest Stained Walnut

Adjustable Arm Rest

1 2'-6 _" 4

A503

Water Element Section 6" = 1'-0" 3/32" = 1'

3 1'-1 __ " 16

TYPICAL GLAZING

AT HORIZONTAL

AT SILL 3

10

Stainless Steel Chair

A 127-159 SSG TAPE (SHORE "A" 30 DUROMETER POLYURETHANE FOAM) B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE) E 127-158 SETTING BLOCK (SHORE "A" 85±5 DUROMETER SILICONE) Q 172-200 SS GLASS CHAIR

TYPICAL GLAZING

TYPICAL GLAZING

AT VERTICAL Typical Glazing at Vertical 1:3

05/05/2014 As indicated

Rain Head 3/8" = 1'-0"

A

A 127-159 SSG TAPE (SHORE "A" 30 DUROMETER POLYURETHANE) B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE) E 127-158 SETTING BLOCK (SHORE "A" 85±5 DUROMETER SILICONE) N 3/8" DIA. WEEP TUBE BY OTHERS Q 172-200 SS GLASS CHAIR

TYPICAL GLAZING

2

13 2'-2 __ " 16 1 1'-8 _" 2

C

INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED.

INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED.

1 3/32"

R.D.

2 1/2" DLO

R.D.

B C

7

N

15/16"

INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED. B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE) F 027-493 AIR SEAL (ARLOC T-BULB WEATHER STRIP) K 128-958 1/4" x 1/2" PHTF TYPE "B" w/ #12 SQUARE RECESS HEAD 300 STAINLESS STEEL 36" O.C.

Typical Spandrel/Vision 1:6

Pipe Connection Detail 3/8" = 1'-0"

3 3__ " 16

D

Q

B

C A

5/8"

3

CLEARWALL SS 1-1/8" INFILL

E

15/16"

15/16"

E B Q

5/8"

C

15/16"

029-163 #10 x 5/8" PHSD SRH 172-007 3-3/4" SCREW SPLINE HORIZONTAL

Bruce Johnson

Bottom of Basin 0'

Individual Nozzles spaced on a 1_4" in Dia. 1" Grid. Each nozzle

D

D

F

B

Steel Panel Bolted to Bent

1 3'-0 _" 8

Typical Glazing Mullion Attachement

DETAIL 11 DOOR JAMB

RE First Floor Plan

BESIDE VISION

TYPICAL GLAZING AT HEAD Typical Glazing at Head 1:3

9

Typical Door Jamb 1:6

R.D.

CLEARWALL SS 1-1/8" INFILL

K

2

Not Used

Black Terrazo 3" = 1'-0"

A

15/16"

1/8"

B

5/8"

C

A 127-159 SSG TAPE (SHORE "A" 30 DUROMETER POLYURETHANE FOAM) B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE) F 027-493 AIR SEAL (ARLOC T-BULB WEATHER STRIP) K 128-958 1/4" x 1/2" PHTF TYPE "B" w/ #12 SQUARE RECESS HEAD 300 STAINLESS STEEL 36" O.C. O 028-416 1/4" STAR WASHER

1 _" 2

Aluminum Profile Bolted to Aluminum Railing

2"

Stainless Steel Stringer

DETAIL 10

Not Used

3

Plaque on Railing 1/2" = 1'-0"

8

Metal Rail Glass infill Panels

Stair 5' in Width

RE: Railing Section

Pendant Light 1/2" = 1'-0"

Not Used _ 11'-01 4"

RE: Plaque on Railing

Glazing Details Cont

F

_ 33 8"

RE: Outdoor Railing Section

Informative Plaque 8'

Aluminum Rails Bolted together

Top of Outdoor Walkway

5"

Varies

B

5" Reinforced Concrete Slab

Patrick Reuter

C

#5 Rebar

Glass Infill Panel

4' thick Concrete Basin Wall

5/8" INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED.

Bruce Johnson

A 127-159 SSG TAPE (SHORE "A" 30 DUROMETER POLYURETHANE FOAM) B 172-213 TOGGLE ASSEMBLY C 172-205 SS SEALANT BACKER (SHORE "D" 65 DUROMETER POLYPROPYLENE/ SANTOPRENE) D 127-161 INTERIOR FIXED GASKET (SHORE "OO" 70±10 DUROMETER EPDM SPONGE) F 027-493 AIR SEAL (ARLOC T-BULB WEATHER STRIP) K 128-958 1/4" x 1/2" PHTF TYPE "B" w/ #12 SQUARE RECESS HEAD 300 STAINLESS STEEL 36" O.C.

Railing Set into 2" Notch in Slab Bolted Thru

05/05/2014

Details

Concrete Floor with Inset Black Terrazzo Finish

2"

4' __ 3'-713 16"

1 3'-0 _" 8

Terrazo Floor

#18 Rebar

Setback in Wall for Lighting and Ventilation

3/4" thick Steel Bracket spaced every 3' OC Steel Plate Inset in Floor. Weld to Steel Bracket

Patrick Reuter Top of Finish Floor

Top of Finish Floor

4"

2'

13'

25'

Bruce Johnson

8"

05/05/2014

Earth Planting

As indicated

TYPICAL GLAZING

As indicated Bottom of Basin

AT DOOR JAMB Typical Glazing at Door Jamb 1:3

_ 19'-31 2"

2'-8"

DOOR TRANSOM

Door Transom 3" = 1'-0"

A

7

Varies Based on Truss to Floor Height

5"

Extruded Aluminum Treads

K

TYPICAL ELEVATION

Typical Outdoor Railing Elevation 1/2" = 1'-0"

_ 67 8"

D

DETAIL 3

12

1'

CLEARWALL SS 1-1/8" INFILL

15/16"

Steel Stud Wall 6" = 1'-0"

25'

10

DETAIL 7

10

Base Bolted to Truss

4"

VISION ABOVE

Typical Glazing at Jamb 1:3

DETAIL 10

thick extruded

Top of Finish Floor

AT JAMB 6

1 _" 4

Aluminum Case

TYPICAL GLAZING DETAIL 8

Plaque is Hollow Aluminum Box

8"

450-502 S/A T-BAR/HEADER w/ 27-078 WEATHERING 450-506 S/A T-BAR/HEADER CLIP PACKAGE

INSTALL AFTER APPLYING SEAL

INFILL SIZE FORMULA DLO + 1-7/8" UNLESS OTHERWISE NOTED.

Typical Glazing Wall 3" = 1'-0"

Steel Bent Section 1/2" = 1'-0"

D

DETAIL 6

11

7

Plexi Cover Slides into Plaque Box before End Caps Welded Text set behind Plexi Cover

172-007 3-3/4" HORIZONTAL 172-012 PERIMETER TRIM

2 1/2"

F O

DETAIL 4

DLO

5

DETAIL 2

1 3/4"

1

CLEARWALL SS 1-1/8" INFILL

CLEARWALL SS 1-1/8" INFILL K

D

5/8"

CLEARWALL SS 1-1/8" INFILL

20ga GALV. STEEL

DETAIL 3 SPANDREL / VISION

Patrick Reuter

Pipe Thru Floor

6"

Water Vault Plan (Above) 5/32" = 1'

A504

HORIZONTAL

Top of Channel Wall 9'

7'

2'

Bruce Johnson 05/05/2014

Water Element Details

Finish Floor 13'

1 _ 2

Pipe Slopes into Entrance To Center Head over Basin

Not Used

Not Used

A502

0'

4

Outdoor Walkway Slab 1/4" = 1'-0"

5

Outdoor Railing Section 1/2" = 1'-0"

9

Second Floor Walkway 1/4" = 1'-0"

Not Used

13

Main Stair 1/4" = 1'-0"

A505

PDR

[IOL Campus]

•

During my summer internship at Planning Design Research Corp., I aided in the CD phase of the Imperial Oil Limited Campus in Calgary Canada

•

Five Building Campus to accommodate 3,000 employees

•

Providing a healthy inspiring work environment that is a flexible platform for changing nature of work

•

I worked on both CAT-A and CAT-B Revisions as each building of the complex was in a different phase of construction

•

I aided in:

Notating plans

Updating plans for current buildings

Demountable wall hand off

Elevation drawing

Detail drawing

Millwork development

Furniture layout

Approved material documentation

Workplace linking

We3 Presentation Model & Renderings

- All imagery courtesy and property of Planning Design Research Corp.

[Overall Building]

[Plan]

[West Link Entrance]

[Eastern Entrance]

[Typical Desk Layout]

PDR

[IOL Campus]

•

Designed and Detailed Millwork for the Cafeteria Servery Area in conjunction with IOL Personnel

•

Redesigned Island

•

Sketchup Presentation Model for We3 Education Conference in Canada with IOL team members

and

Detailed

Refreshment

[Living Room]

[Break Out Space]

- All imagery courtesy and property of Planning Design Research Corp.

[Refresh Island]

[Campus Dining Area]

[Campus Servery]

Forum

[Model Building]

•

In the Winter of 2013, I was asked to create model of “The Forum”, a lecture hall addition under construction by students in Studio 804.

•

In conjunction with the Architecture Department and Studio 804 I developed a simplified model version of The Forum and created a series of CAD files for laser cutting.

•

The model is made entirely of layered Plexi Glass sheets with friction fit pieces on the interior held together by threaded steel tie rods

•

After being presented at a Public Funding event in February of 2014, the model is now on permanent display in the KU Architecture building in main entrance.

[Isometric]

[Exterior Perspective]

[Interior Looking up at Greenwall]

[Interior Looking down at screen]

Forum

[Finishing]

•

I am currently enrolled in a fifth year graduate program called “Studio 804”.

•

Studio 804 is a nationally recognized not-forprofit fifth year masters design build studio where in the course of a year students design and build a building.

•

Students are involved in all phases of the project from design conception to construction and final documentation. All of these processes are completed by the students in the course of a single year.

•

The Marvin Hall Forum is an addition to the architecture building on KU’s campus. It is a much needed lecture hall and gathering space for the students and faculty.

- All imagery courtesy and property of Studio 804 Inc.

Forum

[Finishing]

•

The basis behind the design is to create an energy efficient building that is able to act as an architectural example of how passive systems can be incorporated into building which is also a direct teaching tool for students.

•

The intent behind Studio 804 is that the students synthesize their education in architecture by learning how to detail and physically build the designs they come up with through hands on experience.

•

During this time I gained building experience in various construction related fields.

[Finished Building, South Facade]

[Forum Plan]

- All imagery courtesy and property of Studio 804 Inc.

1. Lecture Hall 2. Jury Room 3. Commons

[Jury Space]

[Lecture Hall]

Studio 804

[1301 N.Y.] [Current 804 Project - 1301 New York Passive House]

•

This year our project is a Passive House that will also aim to achieve Net Zero and LEED Platinum Ratings.

•

The Passive House concept was developed in Germany and reduces energy loads on heating and cooling by up to 90% by creating a tight thermal envelope.

•

The project is being constructed in Lawrence Kansas in the eastern downtown section.

•

The house is built with reclaimed materials including slate, green ceramic tile, bamboo, and many other elements.

[Interior Great Room]

- All imagery courtesy and property of Studio 804 Inc.

[Southern Side]

[Current 804 Project - 1301 New York Passive House]

[Northwest Corner]