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]