BREANNA PRAECHTER
CONTENTS 00-01 02-03
THOUGHTS RESUME
PROFESSIONAL 06-07 08-09 10-11 12-13 14-15 16-17
RUHL STUDENT CENTER CALIGUIRI PLAZA TATA CONSULTANCY WEXFORD SPINE CENTER MASON WORSHIP CENTER PROJECT LIST
ACADEMIC 20-25 26-31
TRANSITIONS WELLNESS CENTER
OTHER WORKS 34-35 36-37 38-39 40-43
STUDIO COMPETITION HAND SKETCHING MODEL MAKING PHOTOGRAPHY
THOUGHTS “This is the reason you go to college, not to make more money, but to gain the knowledge to make this a better world.� - Samuel Mockbee
Like many college students, I spent late nights wondering where my life was heading. My studies at the University of Cincinnati provided me with the answer. Through service projects and work experience, I discovered a passion for people. Whether it is a village in Haiti or a university in the United States, I believe everyone deserves good design. Architecture provides that opportunity. A simple shelter can make a huge impact, providing ownership, pride, and hope. Not only do we put up four walls, we design experiences and places for people to dwell. As one of my professors would describe the role of architects: we sustain the soul. Architecture is much more than construction drawings and worksites: it provides basic needs through design in order to create stable environments that support individuals, families, and communities. Sustainability of the environment is essential, but most important is sustaining the soul. Architecture has the ability to foster collaboration with users and bring their needs to the core of design decisions.
01
BREANNAPRAECHTER
tehachapi, california praechterb@gmail.com 740.644.0390 http://issuu.com/breannajustuspraechter/docs/praechter
EDUCATION
University of Cincinnati, Cincinnati, Ohio School of Architecture and Interior Design (SAID) Master of Architecture, 3.7 GPA
Class of 2014
Lindner College of Business Master of Business Administration, 3.7 GPA
Class of 2014
School of Architecture and Interior Design Bachelor of Science in Architecture, 3.8 GPA
WORK EXPERIENCE
Class of 2011
Renaissance 3 Architects, Pittsburgh, Pennsylvania May 2014-Sept 2017 Project Architect - Participated in design teams, focused on higher education, science and technology, industrial, and housing projects. Duties included AutoCAD and Revit drawings and specifications, involving design, construction administration and business development. - Participated in project management on new construction and renovation projects up to 80,000sf. Responsibilities included working on joint venture teams with architecture firms around the country and collaborating with local owners, consultants, and contractors. - Utilized written and oral skills developing proposals and participating in project interviews. Incorporated design and rendering skills creating presentations for clients. - Led a firm team in recruiting efforts, collaborating with local universities. - Experience reaching out to city and municipal agencies for permitting and approvals. Knowledge in IBC and accessibility codes. Champlin Architecture, Cincinnati, Ohio June 2012-Aug 2013 Architecture co-op - Participated in design teams, focused in healthcare, higher education, and religious projects. Duties included AutoCAD and Revit drawings, varying from schematic design to construction administration. - Worked on creating a Revit standards directory for future projects. CR Architecture + Design, Cincinnati, Ohio Sept 2011-Jan 2012 Architecture co-op - Participated on housing team, primarily focused on multi-family residential projects. - Duties included AutoCAD and Revit drawings, varying from schematic renderings to construction drawings.
LICENSURE ACTIVITIES
COMPUTER SKILLS
Registered Architect, Pennsylvania
2016-Present
School of Architecture and Interior Design Lecture Series - Graduate Assistant, Design Science – Teaching Assistant, Girls on the Run – Coach, Serve Beyond Cincinnati - Leader
Microsoft Office, AutoCAD, Revit, Sketchup, Adobe Creative Suite (Photoshop, Illustrator, InDesign, Lightroom), Newforma, Ajera, Apple and Windows Operating Systems.
03
PROFESSIONAL RUHL STUDENT CENTER CALIGUIRI PLAZA TATA CONSULTANCY WEXFORD SPINE CENTER MASON WORSHIP CENTER PROJECT LIST
05
L EGEN D
GE
2
2
2
2 HOUR FIRE RATED WALL
1
1
1
1
1
1 HOUR FIRE RATED SEPARATION
SP
1
1
SMOKE PARTITION
SP
1
EXIT CAPACITY
0 People 0 Inches 0 Inches
1 HOUR FIRE RATED SHAFT SEPARATION
1
SP
1
SP
TES
TACTILE EGRESS SIGN
ETES
EXISTING TACTILE EGRESS SIGN TO REMAIN
DEF
DEFIBRILLATOR
F
Max # of People Through Exit Width of Egress passage Width of Stair passage
1
FIRE ALARM SYSTEM SMOKE DETECTOR
S
F
FIRE ALARM SYSTEM PULL STATION
SYMBOLS
EGRESS PATH OR EXIT HANDICAPPED PARKING ACCESSIBLE CLEAR FLOOR SPACE
FE-1
FIRE EXTINGUISHER WALL MOUNTED WITH BRACKET, SEE PROJECT MANUAL FOR NUMBERED TYPE
FEC-1
FIRE EXTINGUISHER IN SEMI-RECESS CABINET WITH ACRYLIC BUBBLE, SEE PROJECT MANUAL FOR NUMBERED TYPE
STORAGE 104A 213 SF
OCCUP. 1
ETES
ETES
FE-2
2
3
4
4.2
4.9
5
EXISTING CONSTRUCTION
6
6.5
7
8
S
UP
SURFACE MOUNTED KNOX BOX WITH TAMPER SWITCH AND BLUE LIGHT
TELECOM MDF T108 160 SF OCCUP. 1
KITCHEN 105C 417 SF
FE-2
OCCUP. 287
TES
S
S S
OPEN OFFICE 108 273 SF OCCUP. 3
MECHANICAL M107 644 SF OCCUP. 3 FE-1
S
S
CONTROL 111 56 SF
STORAGE 111A 51 SF
OCCUP. 1
MAIN JANITOR EQUIPMENT J106 129 SF MAIN JANITOR WORK OCCUP. 2 AREA J106 86 SF OCCUP. 2
CORRIDOR Q102 Redundant Room
TES
GROUP EXERCISE 112 1193 SF OCCUP. 78
WOMEN R109 231 SF OCCUP. None
M. FACULTY LOCKER 113 360 SF OCCUP. 8
S TES
STORAGE 101A 130 SF
OCCUP.
F.6 S
139 OCC
CORRIDOR Q103 1873 SF
F
S
10'-9 7/8"
TES
S
S
142 OCC TES
S MENS LOCKER 119 661 SF OCCUP. 13
A
4
4.2
Lower Floor Plan 1
FIRST FLOOR - FIRE RATED REVIEW 3/32" = 1'-0"
4.9
5
6
6.5
7
480 People 72 Inches 0 Inches
B.3 B
STORAGE 102A 490 SF OCCUP. 2
A NEW CONSTRUCTION
3
C
F
OCCUP. 4
S
B
2
C.9
TRAINING 116 322 SF OCCUP. 22
S
1
SURFACE MOUNTED KNOX BOX WITH TAMPER SWITCH AND BLUE LIGHT
UNISEX 120 177 SF
STORAGE 121A 302 SF
F
D
ANNUNCIATOR PANEL
SOUTH GYM HALL Q106 233 SF
OCCUP.
B.3
E
480 People 72 Inches 480 Inches 317 OCC
S
F
S
S
DEF
TES
ROLLING FIRE SHUTTER
F.6
E.6
F
REFEREE LOCKER 118 123 SF OCCUP. 3
S
MULTI ACTIVITY COURT (MAC) 121 4012 SF OCCUP. 34
C
WOMENS LOCKER 117 589 SF OCCUP. 12
S
D
OCCUP.
EXISTING GYM 102 8424 SF OCCUP. 562
S TES
LAMINATED SAFETY GLASS
C.9
CORRIDOR Q103 1873 SF
F
S
F
E
TES UP
F
253 People 38 Inches 0 Inches
STORAGE 114 184 SF OCCUP. 2
TES
S
STAIR Z101 Not Enclosed
253 OCC
FS
E.6
ELEV V101 52 SF
S
STORAGE 112A 186 SF OCCUP. 2
SPRINKLER TEST VALVE
W. FACULTY LOCKER 115 384 SF OCCUP. 8
S
S
253 People 38 Inches 0 Inches
G
COMMUNITY ROOM 101 2283 SF
ROLLING FIRE SHUTTERS
F
8
253 People 38 Inches 0 Inches 126 OCC
ETES
TES
TES NORTH GYM HALL Q104 164 SF
H G.8
NOT IN SCOPE OF WORK (EXCEPT MEP MODIFICATIONS INCLUDING SPRINKLER SYSTEM)
ETES
S
H.2 TES
S
S
G
LAMINATED SAFETY GLASS
MEN R110 206 SF OCCUP. None
EQUIP CHECK-OUT 103A 121 SF OCCUP. 1
CORRIDOR Q101 909 SF
F
CORRIDOR Q103 1873 SF
F
S
S
G.8
J
GAME ROOM 103 1388 SF OCCUP. 97
ROLLING FIRE SHUTTER
S
S
S
TOTA EXIST NEW TOTA
TES
S
DEF
H
OCCU TOTA EGRE NUMB
F
COFFEE BAR 105D 137 SF OCCUP. 3
S
ROLLING FIRE SHUTTER
GROS EXIST NEW TOTA
OCCUP.
2"
OCCUP. 1
72 OCC
MECHANICAL M104 507 SF
13'-6 7/8"
FS
MAIN ELECTRICAL P107 316 SF OCCUP. 2
253 People 38 Inches 0 Inches
ETES
SERVERY 105 2186 SF 12
MAIN JANITOR STORAGE J106 97 SF OCCUP. 2
S
OFFICE 108C 121 SF OCCUP. 2
J
OFFICE 108A 120 SF
OCCUP. 2
OFFICE 108D 120 SF OCCUP. 2
LOWER LOBBY F103 391 SF OCCUP. 26
S
S
OFFICE 108B 120 SF
OCCUP. 2
480 People 72 Inches 0 Inches
DINING 104 4527 SF
OCCUP. 3
FE-3 317 OCC
H.2
OFFICE 105A 44 SF OCCUP. 1
OCCUP. 2
S
SIAMESE CONNECTION
S
NOT IN SCOPE OF WORK (EXCEPT MEP MODIFICATIONS INCLUDING SPRINKLER SYSTEM)
PREP 105B 306 SF
EMERGENCY ELECTRICAL P108 59 SF OCCUP. 1
480 People 72 Inches 0 Inches
72 OCC
DINING 104
480 People 72 Inches 0 Inches
1
240 People 36 Inches 0 Inches ETES
72 OCC
NEW CONSTRUCTION
1. C J B W 2. A F N S R R M 3. W P O R 4. P A S 5. P A S 6. P L R D P 7. T E 8. P L L E T B F 9. D L 10. T IN M T P A F O D O 11. R A 12. R A IN 13. R R
FIRE ALARM SYSTEM
F
S
2
F
ACCESSIBLE ROUTE
2
F
FIRE RATINGS
EXISTING CONSTRUCTION
CODE INFORMATION ROOM SQUARE FOOTA Name
Number
Occup. Gr
EXISTING GYM STORAGE GAME ROOM EQUIP CHECK-OUT DINING STORAGE SERVERY OFFICE PREP KITCHEN COFFEE BAR OPEN OFFICE OFFICE OFFICE OFFICE OFFICE CONTROL STORAGE GROUP EXERCISE STORAGE M. FACULTY LOCKER STORAGE W. FACULTY LOCKER TRAINING WOMENS LOCKER REFEREE LOCKER MENS LOCKER UNISEX MULTI ACTIVITY COURT (MAC) STORAGE VESTIBULE EGRESS VESTIBULE LOWER LOBBY MAIN JANITOR STORAGE MAIN JANITOR EQUIPMENT MAIN JANITOR WORK AREA MECHANICAL MAIN ELECTRICAL EMERGENCY ELECTRICAL CORRIDOR CORRIDOR
102 102A 103 103A 104 104A 105 105A 105B 105C 105D 108 108A 108B 108C 108D 111 111A 112 112A 113 114 115 116 117 118 119 120 121
A-3 Storage A-3 Storage A-2 Storage A-2 Business A-2 A-2 Business Business Business Business Business Business Business Storage A-3 Storage Business Storage Business Business Business Business Business Business A-3
121A F101 F102 F103 J106
Storage Circulation Circulation Circulation Storage
J106
Storage
CORRIDOR NORTH GYM HALL COURTSIDE SOUTH GYM HALL WOMEN MEN TELECOM MDF ELEV STAIR Grand total
J106
Storage
M107 P107 P108
Mechanical s Mechanical s Mechanical s
Q101 Q102
Circulation Circulation
Q103 Q104 Q105 Q106 R109 R110 T108 V101 Z101
Circulation Circulation Business Circulation not reg. Occu not reg. Occu Mechanical s Circulation Circulation
RUHL STUDENT CENTER PENNSYLVANIA STATE UNIVERSITY
Through a joint venture with Moody Nolan, I participated in a
YORK, PENNSYLVANIA
design team renovating a university student center for a growing
2016
campus. The scope included demolition of an existing portion
44,000SF
to accommodate a new addition fitness center featuring locker rooms, a kinesiology classroom, and multi-activity court with half court basketball, full volleyball court, and three badminton courts. The design incorporated a steel structure with glass to offer transparency and views, while also utilizing brick to tie in to the existing campus. The interior finishes highlighted school colors to provide an exciting aesthetic as well as a branding opportunity for the university. The entire project was modeled in Revit and used Navisworks for clash detection.
07
NOTICE: THE BUILDING WILL BE OCCUPIED DURING DEMOLITION 1/4" 5/8" 3" CONSTRUCTION. 3 5/8" 1 1/2" 1 1/2" AND
MARBLE WINDOW SILL
10' - 3 1/4" +/V.I.F.
W/ G FIN,
1/4" SPACER PER MANUFACTURER REQUIREMENTS
TED METAL WALL , TYPICAL
AIR BARRIER
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
GASKET
SS MAT GYPSUM ING
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
1' - 4 3/4" +/-
MINERAL WOOL INSULATION WITHIN ALL STUD SPACES METAL WALL INSULATED AND BETWEEN STUDS PANELS, TYPICAL CONTINUOUS ENTIRE HEIGHT OF CHASE FROM EXISTING GROUND FACE MASONRY/ TOP OF STOREFRONT TO PARAPET AT ROOF
GASKET
EDGE EXTRUSION
MINERAL WOOL INSULATION
5' - 11" +/-
V.I.F. INSULATED METAL WALL PANELS, TYPICAL 3/4" ALUMINUM FRAMING INSULATED METAL WALL
PANELS, TYPICAL SHEET AIR BARRIER
SHEET AIR BARRIER 5/8" GLASS MAT GYPSUM 5/8" GLASS MAT GYPSUM SHEATHING SHEATHING
EXISTING 2" PVC DRAINAGE PIPING TO REMAIN
1' - 4 3/4" +/-
V.I.F.
V.I.F.
INSULATED META PANELS, TYPICAL
1/4" SPACER PER MANUFACTURER REQUIREMENTS
SHEET AIR BARR
EDGE EXTRUSION
GASKET
GASKET
5/8" GLASS MAT G SHEATHING
4"
SPRAY FOA
MINERAL W
Ren
5"
TION
EXISTING C STEEL FACA 5/8"
5/8"
BASE TRIM WITH WEEP HOLES
LATION
WOOD SHIM COLD-FORMED METAL FRAMING - 3 5/8", EXISTING ON UPPER FLOORS, REFER TO DRAWING A-514
3 5/8"
1 1/2"
1 1/2"
PT-1, REFER TO ELEVATION 1/A-505
Existing Photo
EXISTING GYPSUM WALLBOARD TO REMAIN
EXISTING GYPSUM WALLBOARD TO REMAIN
DETAIL 6" = 1'-0"
REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES
10' - 3 1/4" +/-
Progress Photo
1/4" SPACER PER MANUFACTURER REQUIREMENTS
GASKET
EDGE EXTRUSION GASKET
GASKET
MINERAL WOOL INSULATION AT SLAB FIRE BARRIER SYSTEM DESIGN NO. CEJ 421 P (HI/BP 120-03)
1/4"
EXISTING CMU WALL TO REMAIN
5/8"
3 5/8"
1 1/2"
1 1/2"
ANCHOR BOLTS
OR ADDITIONAL TYPICAL NOTES
Sim
c COPY
CONSULT
4' - 2" IMP CLIP
ATTACHMENT
MINERAL WOOL INSULATION
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
WOOD SHIM
WINDOW TRIM BY COLD-FORMED METAL FIBERGLASS WINDOW FRAMING - 3 5/8", EXISTING MANUFACTURER TO MATCH ON UPPER FLOORS, REFER WINDOW FRAME TO DRAWING A-514
FIBERGLASS SLIDING WINDOW ASSEMBLYMETAL W/ COLD-FORMED CONTINUOUS FRAMINGNAILING WHERE FIN, REQUIRED FOR PANEL TYPICAL
FIRE RESISTANT WOOD MARBLE WINDOW SILL EXTERIOR PT-1, REFER TO ELEVATION 1/A-505 BLOCKING AS REQUIRED
ATTACHMENT
EXISTING RIGID INSULATION TO REMAIN
BASE TRIM WITH WEEP HOLES
EXISTING RIGID INSULATION TO REMAIN
METAL FLASHING
5/8"
5
LATION
MINERAL WOOL INSULATION WITHIN EXISTING METAL STUDS
COLD-FORMED METAL FRAMING - 3 5/8", EXISTING ON UPPER FLOORS, REFER TO DRAWING A-514 SEALANT AND BACKER ROD
5/8" GLASS MAT GYPSUM SHEATHING
MARBLE SILL
1' - 6" +/V.I.F.
1/4" SPACER PER MANUFACTURER REQUIREMENTS
SHOP FORMED CORNER PANEL, APPLIED CORNER TRIM NOT PERMITTED
Metal Panel Detail 5 DETAIL - WINDOW JAMB 3" = 1'-0"
EXISTING W 8 x 28 STEEL BEAM
INSULATED METAL WALL PANELS, TYPICAL
EXISTING INTERIOR STUD FASTEN METAL PANEL TORIGID BEAMINSULATION, WALL,
AND GYPSUM WALLBOARD TO REMAIN
1' - 1" +/V.I.F.
0' - 1 1/2"
0' - 3 5/8"
SEALANT AND BACKER ROD
GASKET
EXTERIOR
GASKET
KEY
1/4" SPACER PER MANUFACTURER REQUIREMENTS SHEET AIR BARRIER
4
REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES
Metal Panel Detail FIRESTOP JOINT SPRAY DETAIL - WINDOW JAMB TWO COLD FORMED METAL 3" = 1'-0" FRAMING CHANNELS FLEXIBLE FLASHING ADHERED OVER FLASHING
7 ROOF
DA
PLAN
SHEET APPLIED AIR/VAPOR BARRIER
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES
5/8" GLASS MAT GYPSUM SHEATHING
FIRESTOP JOINT SPRAY
REVISION NO.
INSULATED METAL WALL PANELS, TYPICAL
EXTERIOR GYPSUM SHEATHING FIRE RESISTANT WOOD BLOCKING AS REQUIRED EPDM, COVERBOARD, TAPERED INSULATION 1/4" SLOPE TO DRAIN, INSULATION R-30 MINIMUM, WATER CUT OFF MASTIC ON EXISTING CONCRETE PLANK STRUCTURE
COLD-FORMED METAL FRAMING - 3 5/8", EXISTING ON UPPER FLOORS, REFER TO DRAWING A-514
SHEET APPLIED AIR/VAPOR BARRIER
ISSUED:
COLD-FORMED METAL FRAMING - 3 5/8", EXISTING ON UPPER FLOORS, REFER TO DRAWING A-514
EXISTING COLD-FORMED EXISTING GYPSUMSTEEL FACADE FRAMING WALLBOARD BULKHEAD, PATCH AS REQUIRED, PT-1
0' - 5"
CLEAR TEMPERED 1" INSULATED LOW-E GLAZING UNIT
SPRAY FOAM INSULATION
APARTMENT
3' - 5 5/8"
0' - 3"
FIRE RESISTANT WOOD BLOCKING AS REQUIRED
SHEET AIR BARRIER
EXISTING COLD-FORMED 3/4" ALUMINUM FRAMING STEEL FACADE FRAMING
Sim
WOOD SHIM
5/8" GLASS MAT GYPSUM SHEATHING EXISTING COLD-FORMED STEEL FACADE FRAMING
SEALANT
SPRAY FOAM INSULATION
1 A-511
COLD-FORMED METAL FRAMING - 3 5/8"
WOOD SHIM
PATCH GYPSUM WALLBOARD AS REQUIRED
COPING EXTRUSION
ANODIZED ALUMINUM STOREFRONT FRAME
PATCH GYPSUM WALLBOARD AS REQUIRED
Constru Docume
PATCH GYPSUM WALLBOARD AS REQUIRED
MARBLE SILL
GASKET
FACE OF EXISTING MASONRY COLUMN BEYOND
6" = 1'-0"
MINERAL WOOL INSULATION WITHIN EXISTING METAL STUDS
APARTMENT
WOOD SHIM
SEALANT AND BACKER ROD
WEEP
803 E. Wa Pittsburgh
0' - 3 5/8"
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
Calig Wind Faca Repl
DETAIL 6" = 1'-0"
MINERAL WOOL INSULATION AT SLAB FIRE BARRIER SYSTEM DESIGN NO. CEJ 421 P (HI/BP 120-03) TWO COLD FORMED METAL
EXISTING EXPOSED GROUND FACE MASONRY UNIT WALL SURFACE TO BE PRESSURE WASHED TO REMOVE ALL STAINING, TYPICAL.
0' - 3"
1/4"
DETAIL SPRAY-IN INSULATION 3" = 1'-0" - WINDOW JAMB 3 DETAIL Metal Panel Detail 3" = 1'-0" MINERAL WOOL INSULATION DETAIL
4"
2
EXISTING 5/8" GLASS MAT GYPSUM SHEATHING NEW CONSTRUCTION
V.I.F.
VERIFY IN FIELD
0' - 3"
DETAIL EXTERIOR 3" = 1'-0"
3"
Hous of the Pittsb
EXISTING GYPSUM EXISTING EXPOSED WALLBOARD TO REMAIN GROUND FACE MASONRY UNIT WALL SURFACE TO BE PRESSURE WASHED TO REMOVE ALL STAINING, REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDIT TYPICAL.
REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES
EXISTING GYPSUM WALLBOARD TO REMAIN
Metal Panel Detail
DETAIL 6" = 1'-0"
WOOD SHIM 3 A-511
SEALANT AND BACKER ROD
COLD-FORMED METAL FRAMING WHERE
EXISTING GYPSUM WALLBOARD TO REMAIN
DETAIL 6" = 1'-0"
2
5/8" GLASS MAT GYPSU SHEATHING
PATCH GYPSUM WALLBOARD AS REQUIRED
EXISTING RIGID INSULATION TO REMAIN
ANCHOR BOLT, 7" MINIMUM REQUIRED FOR PANEL
PT-1, REFER TO ELEVATION 1/A-505
EXISTING RIGID INSULATION TO REMAIN
V.I.F.
SHEET AIR BARRIER
5/8" GLASS MAT GYPSUM SHEATHING
0' - 3" +/V.I.F.
CONTINUOUS 4 1/2" x 3/8" STEEL PLATE
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
EXISTING RIGID INSULATION TO REMAIN
MINERAL WOOL INSULATION GROUT SOLID AT
4 1/2" +/-
1/4" SPACER PER MANUFACTURER REQUIREMENTS
THIS DRA WING IS INTEN IN THIS TITLE BLOCK. US OWNER THA N THE ONE L WRITTEN A PPROV AL FRO
5"X5"x3/8" THICK STEEL ANGLE AROUND FIRST FLOOR PERIMETER, WELDED
REGLET
3"
BASE TRIM WITH WEEP HOLES
APARTMENT
INSULATED METAL WALL PANELS, TYPICAL
MASONRY SCREW
SEALANT
SHEET AIR BARRIER
SHEET APPLIED AIR/VAPOR BARRIER
EXISTING INTERIOR STUD WALL, RIGID INSULATION, AND GYPSUM WALLBOARD TO REMAIN
METAL FLASHING EXTEND UP WALL 6" MIN.
ROOF 0' - 10"
EXISTING COLD-FORMED STEEL FACADE FRAMING
3 5/8"
4' - 1 5/8"
R/VAPOR
5/8"
5/8" GLASS MAT GYPSUM SHEATHING METAL FLASHING EXTEND UP WALL 6" MIN.
EXISTING CONCRETE PLANK FLOOR TO REMAIN
BASE TRIM WITH WEEP HOLES
1/4"
INSULATED METAL PANELS, TYPICAL
0' - 3"
YPSUM
3"
SPRAY-IN INSULATION
5/8" GLASS MAT GYPSUM SHEATHING
5/8" EXTERIOR GRADE SHEATHING
PANELS,
FLEXIBLE FLASHING ADHERED OVER FLASHING
MINERAL WOOL INSULATION AT SLAB FIRE BARRIER SYSTEM DESIGN NO. CEJ 421 P (HI/BP 120-03)
SHEET AIR BARRIER
FLEXIBLE FLASHING ADHERED OVER FLASHING
T GYPSUM
L WALL
DETAIL
1 / A-502
RRIER
FIFTH FLOOR 1170' - 2
EXISTING RIGID INSULATION TO REMAIN
= 1'-0" DETAIL 6"SHEET APPLIED AIR/VAPOR 3" = 1'-0" BARRIER
V.I.F.
INSULATED METAL PANELS
EXISTING HOLLOW CORE CONCRETE PLANK TO REMAIN
BLOCKING AS REQUIRED
5/8" GLASS MAT GYPSUM SHEATHING
3
COLD-FORMED METALCOLD-FORMED METAL FRAMING WHERE FRAMING WHERE REQUIRED FOR PANEL REQUIRED FOR PANEL ATTACHMENT ATTACHMENT
EXISTING HOT AND COLD MINERAL WOOL INSULATION WATER PIPES TO REMAIN WITHIN EXISTING METAL STUDSWOOD FIRE RESISTANT
INSULATED METAL WALL PANELS, TYPICAL
PATCH GYPSUM WALLBOARD AS REQUIRED
EXISTING RIGID INSULATION TO REMAIN
0' - 0 3/8"
ER ER
TS ETAL
PT-1, REFER TO ELEVATION 1/A-505
1' - 4 3/4" +/-
3 5/8" STUDS UP TO NEXT FLOOR V.I.F. LINE. SPLICE WITH EXISTING AS REQUIRED
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
CONTINUOUS NAILING FIN, FIRESTOP JOINT SPRAY TYPICAL
1' - 0 3/8"
1
FIBERGLASS SLIDING
WINDOW ASSEMBLY W/ SPRAY-IN INSULATION
0' - 4 3/8"
5/8"
3' - 5 5/8"
3"
PT-1, REFER TO ELEVATION 1/A-505
1/4"
WOOD SHIM
EXISTING COLD-FORMED STEEL FACADE FRAMING
0' - 5"
EXISTING RIGID INSULATION TO REMAIN
PATCH GYP NOTICE: THE BUILDING WILL BE OCCUPIE WALLBOARD AND CONSTRUCTION.
METAL FLASHING EXTEND UP WALL 6" MIN.
PATCH GYPSUM WALLBOARD AS REQUIRED
R3A PROJ
A
FOURTH FLOOR 1161' - 6
NOTICE: THE BUILDING WILL BE OCCUPIED DURING DEMOLITION AND CONSTRUCTION. 10' - 3 1/4" +/V.I.F. 1/4" SPACER PER MANUFACTURER REQUIREMENTS
AL WALL L
RIER
GASKET
GYPSUM
MINERAL WOOL INSULATION WITHIN ALL STUD SPACES AND BETWEEN STUDS CONTINUOUS ENTIRE HEIGHT OF CHASE FROM EXISTING GROUND FACE MASONRY/ TOP OF STOREFRONT TO PARAPET AT ROOF
CALIGUIRI PLAZA
EDGE EXTRUSION
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
INSULATED METAL WALL PANELS, TYPICAL SHEET AIR BARRIER GASKET
5/8" GLASS MAT GYPSUM SHEATHING
EXISTING 2" PVC DRAINAGE PIPING TO REMAIN
HOUSING AUTHORITY
This project involved window, facade and roof replacement of an
PITTSBURGH, PENNSYLVANIA
existing eleven story housing complex. Because the building was
Renaissance
2015
occupied, construction required comprehensive coordination
48 Pit Pho F
95,000SF
between the building owner, tenants, and construction trades. The process included extensive communication and feedback during the design process to involve residents and the greater community
Developm
in final decisions. I was present for every meeting, from early planning through construction administration, creating agendas, running
EXISTING RIGID INSULATION TO REMAIN
EXISTING RIGID INSULATION TO REMAIN
SPRAY-IN INSULATION
PT-1, REFER TO ELEVATION 1/A-505
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
meetings, and completing and distributing meeting minutes. I also
PT-1, REFER TO ELEVATION 1/A-505
EXISTING HOT AND COLD WATER PIPES TO REMAIN FIRE RESISTANT WOOD BLOCKING AS REQUIRED
PATCH GYPSUM WALLBOARD AS REQUIRED
EXISTING GYPSUM WALLBOARD TO REMAIN
acted as the main contact for the design team, coordinating with REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES
consultants and the general contractor throughout the project timeline. Working under project manager supervision, I completed
10' - 3 1/4" +/-
1' - 4 3/4" +/-
V.I.F.
V.I.F.
all architectural drawings, including code review and specifications. The entire project was completed on time and within the original
1/4" SPACER PER MANUFACTURER REQUIREMENTS
GASKET
EDGE EXTRUSION
budget. This design was modeled in Revit. GASKET
SHEET AIR BARRIER
UM
APARTMENT
SHEET AIR BARRIER 5/8" GLASS MAT GYPSUM SHEATHING
5/8" GLASS MAT GYPSUM SHEATHING
c COPYRIGHT 2
THIS DRA WING IS INTENDED TO BE USED ON IN THIS TITLE BLOCK. USE OF THIS DRAWING OWNER THA N THE ONE LISTED A BOV E, IS EX WRITTEN A PPROV AL FROM RENA ISSANCE 3 A
CONSULTANT:
EXISTING EXPOSED GROUND FACE MASONRY UNIT WALL SURFACE TO BE PRESSURE WASHED TO REMOVE ALL STAINING, TYPICAL.
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
EXISTING RIGID INSULATION TO REMAIN MINERAL WOOL INSULATION
PT-1, REFER TO ELEVATION 1/A-505
EXISTING RIGID INSULATION TO REMAIN
SEALANT AND BACKER ROD WINDOW TRIM BY FIBERGLASS WINDOW MANUFACTURER TO MATCH WINDOW FRAME FIRE RESISTANT WOOD BLOCKING AS REQUIRED
MINERAL WOOL INSULATION
INSULATED METAL WALL PANELS, TYPICAL
1 A-510
A
B
A
A
A
B
A
A
A
B
A
INSULATED METAL WALL PANELS, TYPICAL FIBERGLASS FIXED WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
EXTERIOR
SPANDREL GLASS WITHIN WINDOW SYSTEM TYPICAL
ROOF 1230' - 10"
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
DETAIL - WINDOW JAMB 3" = 1'-0"
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
3
A
A
B
A
A
A
B
A
A
B
A
A
A
B
A
A
A
B
A
A
A
B
A
A
A
B
A
A
A
B
A
A
E
A
A
B
A
A
EXTERIOR METAL COPING TYPICAL ALL ROOFS
A
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL B
A
WOOD SHIM A
803 E. Warrington A Pittsburgh, PA 1521
METAL COPING TYPICAL ALL ROOFS
EIGHTH FLOOR 1196' - 2"
A
MARBLE SILL A
A
A
B
A
A
SEALANT AND BACKER ROD
PATCH GYPSUM A B A WALLBOARD AS REQUIRED
A
B
A
A
A
A
B
A
A
MINERAL WOOL INSULATION WITHIN EXISTING METAL STUDS A B A
B
A
A
A
B
A
A
A
B
A
A
A
B
A
2 A-401
A
A
B
A
A
A
B
A
A
A
B
A
A
A
B
A
A
A
B
A
A
A
B
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A
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B
A
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B
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B
A
A
A
B
A
A
A
B
A
FIBERGLASS FIXED WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
SIXTH FLOOR 1178' - 10"
Sim
METAL COPING TYPICAL ALL ROOFS FIFTH FLOOR 1170' - 2"
SPRAY FOAM INSULATION REPOINT
1' - 6" +/V.I.F.
EXISTING EXTERIOR LIGHT. G.C. PROTECT. E.D. TO CLEAN AND RELAMP.
EXISTING EXTERIOR LIGHT. G.C. PROTECT. E.D. TO CLEAN AND RELAMP.
REPOINT
FOURTH FLOOR 1161' - 6" 2
THIRD FLOOR 1152' - 10"
REPOINT
EXISTING EXTERIOR LIGHT. G.C. PROTECT. E.D. TO CLEAN AND RELAMP.
EXISTING EXTERIOR LIGHT. G.C. PROTECT. E.D. TO CLEAN AND RELAMP.
COLD-FORMED METAL FRAMING - 3 5/8", EXISTING ON UPPER FLOORS, REFER TO DRAWING A-514
EXISTING DOOR, FRAME AND HARDWARE. REFER TO GENERAL NOTE 31
REPOINT
SECOND FLOOR 1144' - 2"
HOLLOW METAL DOOR, FRAME AND HARDWARE
METAL VENT AND FRAME. REPLACE TO MATCH REPOINT
FIRST FLOOR 1133' - 6" METAL VENT AND FRAME. REPLACE TO MATCH REPOINT
SHOP FORMED CORNER PANEL, APPLIED CORNER TRIM NOT PERMITTED
KEY
METAL VENT AND FRAME. REPLACE TO MATCH
COMMERCIAL FLOOR 1131' - 6"
REPOINT
REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES EXISTING
1
5
PLAN DE
CARNIVAL WAY THROUGH WAY
1/4" SPACER PER MANUFACTURER REQUIREMENTS
Building Elevation
METAL COPING TYPICAL ALL ROOFS
A-513
EXISTING EXHAUST FAN TO REMAIN. REFER TO DRAWING A-513 FOR SCOPE OF WORK TO EXISTING EQUIPMENT SUPPORT REQUIRED FOR INSTALLATION OF METAL PANELS.
SHEET AIR BARRIER
3/4" ALUMINUM FRAMING
E
V.I.F.
14' - 5 1/2" VARIES MIN.
METAL VENT AND FRAME. REPLACE TO MATCH
DATE
SEVENTH FLOOR 1187' - 6"
A-510
5/8" GLASS MAT GYPSUM SHEATHING
ISSUED: NO.
A
2
Construction Documents
REVISIONS
FIBERGLASS SLIDING WINDOW ASSEMBLY W/ CONTINUOUS NAILING FIN, TYPICAL
A
1 A-301
GASKET
INSULATED METAL WALL PANELS, TYPICAL
APARTMENT
B
Caliguiri P Window a Facade Replacem
TENTH FLOOR 1213' - 6"
NINTH FLOOR 1204' - 10" E
WI
Housing A of the City Pittsburgh
STAIR 3 ROOF 1239' - 6" ELEV. PENTHOUSE FLOOR 1237' - 6"
EXISTING EXPOSED GROUND FACE MASONRY UNIT WALL SURFACE TO BE PRESSURE WASHED TO REMOVE ALL STAINING, TYPICAL.
REFER TO DETAILS 1/A-501 AND 2/A-501 FOR ADDITIONAL TYPICAL NOTES
A
ELEV. PENTHOUSE ROOF 1246' - 2"
ELEVENTH FLOOR 1222' - 2"
SPANDREL GLASS WITHIN WINDOW SYSTEM TYPICAL
METAL COPING TYPICAL ALL ROOFS
METAL COPING TYPICAL ALL ROOFS
EXISTING RIGID INSULATION TO REMAIN 1 A-402
METAL COPING TYPICAL ALL ROOFS
FIBERGLASS SLIDING THE BUILDING WINDOW ASSEMBLYNOTICE: W/ CONTINUOUS NAILING FIN,CONSTRUCTION. AND TYPICAL
WOOD SHIM
COLD-FORMED METAL FRAMING WHERE REQUIRED FOR PANEL ATTACHMENT
EXISTING DOWNSPOUT OVERFLOW SCUPPER
EXISTING GYPSUM WALLBOARD TO REMAIN
TIONAL TYPICAL NOTES
0' - 3" +/V.I.F.
EXISTING WALL MOUNTED ANTENNA TO REMAIN. NOT IN CONTRACT.
METAL COPING TYPICAL ALL ROOFS
WEST ELEVATION 1/8" = 1'-0"
DETAIL - WINDOW JAMB 3" = 1'-0"
NEW CONSTRUCTION
V.I.F.
VERIFY IN FIELD
R3A PROJECT #
09
A-5
9
8
7
5
4
3
2
1
GENERAL NOTES:
1 A-202
D
A
E 3' - 3 1/4"
28' - 9 1/8"
28' - 6 7/8" 14' - 0 5/16"
17' - 9 13/16"
16' - 5 5/8"
B
C
3' - 3 1/4"
D
1. REFER TO SHEET G-003.00 FOR MATERIAL CODES LIST & SPEC SECTION REFERENCES.
E
54' - 0"
15' - 6 3/4"
3' - 3 1/4"
54' - 0"
6' - 6"
27' - 8 3/8" 14' - 9 5/8"
17' - 6"
3. REFER TO SHEET G-005.00 FOR MINIMUM ADA CLEARANCE REQUIREMENTS AT DOORS, AND MOUNTING HEIGHTS AND ALIGNMENT OF ALL WALL MOUNTED DEVICES AND EQUIPMENT.
16' - 2"
36' - 6"
LIGHT MANUFACTURING 389 SF 109
RAPID PROTOTYPING 381 SF 108
CMU PROJECT # 36728
4621 Forbes Ave Pittsburgh, PA 15213 OWNER
4. REFER TO A-000 SERIES CODE ANALYSIS PLANS FOR REQUIRED WALL FIRE RATINGS 5. REFER TO A-500 SERIES FOR EXTERIOR ENCLOSURE INFORMATION 3' - 3 1/4"
3' - 3 1/4"
ELECTRONIC FAB 388 SF 107
TATA CONSULTANCY SERVICES BUILDING
2. REFER TO SHEET G-004.00 FOR BUILDING CODE INFORMATION AND FIREPROOFING REQUIREMENTS
3 A-251
7
7
6. REFER TO A-600 SERIES FOR FURNITURE LAYOUTS AND ENLARGED ROOM CALLOUTS
5000 Forbes Avenue Pittsburgh, PA 15213 ARCHITECT
7. REFER TO SHEET A-701 FOR ROOM FINISH SCHEDULE
9. FLOOR PLANS ARE CUT 4'-0"AFF TYP.
29' - 6"
29' - 6"
19' - 5"
19' - 5"
8. REFER TO SHEET A-711 FOR DOOR SCHEDULE
10. INTERIOR LAYOUT DIMENSIONS ARE SHOWN TO FINISHED FACE OF GWB UNLESS NOTED OTHERWISE
214 107
108
109 110
GOWNING 212
63' - 9 1/4"
CORRIDOR WEST OVERHEAD 243 SF 127 DOOR
17' - 5"
DN STAIR B
UP
DN
STAIR B 123
5
L
105C
HIGH BAY LAB
A-551
JANITOR CLOSET 16 SF 226
2 A-203
2 A-202
RD
36' - 7"
226
1058 SF
1 A-251
70' - 2 3/8"
193' - 4"
4' - 9"
4.2
105A
121
UP
ELECTRICAL
123
111 SF
122
105
5
64 SF
WOMEN'S TOILET ROOM 119 SF 125
2 A-202
TOILET ROOM
126
124
129
125
130
129
15. STRUCTURAL FLOOR ELEVATION MATCH FINISH FLOOR ELEVATION U.O.N.
14 Wall Street, New York, NY 10005 STRUCTURAL ENGINEER
Atlantic Engineering Services 650 Smithfield Street, Suite 1200 Pittsburgh, PA 15222 MEPF/SUSTAINABILITY ENGINEER
CJL Engineering 1555 Coraopolis Height, Suite 4200 Moon Township, PS 15108 COST ESTIMATING
AECOM Foster Plaza 6, 681 Andersen Drive Pittsburgh, PA. 15220 SIGNAGE/WAYFINDING
Kolano Design 6026 Centre Avenue Pittsburgh, PA 15206 CIVIL ENGINEER
LANGAN 2400 Ansys Drive, Suite 403 Canonsburg, PA 15317 AV, IT & SECURITY
BrightTree Studios 526 Alpha Drive Pittsburgh, PA 15238 ACOUSTICS
vizzAcoustics 167 Crawford Road Fredericktown, PA 15333 LIGHTING
Studio i Light 117 N Sprague Avenue Pittsburgh, PA 15202 LOCAL LIAISON, APPROVALS AND ON-SITE OBSERVATION / CODE CONSULTANT
900' - 0"
Renaissance 3 48 South 14th Street Pittsburgh, PA 15203
CORRIDOR EAST 757 SF 128
LANDSCAPE ARCHITECT
Moore Design Associates
MOTHER'S ROOM 66 SF 130
104
4
14. ALL DOORS TO BE INSTALLED SO FACE OF DOOR ON THE HINGE SIDE IS 4” FROM PERPENDICULAR PARTITION WHEN OPENED 90 DEGREES, UNLESS NOTED OTHERWISE
16. TYPICAL FLOOR FINISH THICKNESS IS NOMINAL 3/8" U.O.N.
JANITOR CLOSET 15 SF 126
MEN'S TOILET ROOM 119 SF 124
4 A-523
CORRIDOR EAST 492 SF 228
109 SF
FORCE PLATES/ SLAB DEPRESSIONS BELOW
OVERHEAD DOOR
122
TELECOM
105D
105B
2
ROOF BELOW
13. ROOMS TO RECEIVE WALL TILE ARE DIMENSIONED TO FINISHED FACE OF GWB NOT TILE
Skidmore, Owings & Merrill LLP
130 Heaven Lane Mars, PA 16046
4.2 4
SE01
TRAFFIC AND PARKING
Trans Associates Twin Towers, Suite 400 4855 Steubenville Pike Pittsburgh, PA 15205 FILMORE STREET
STAIR A
UP
31' - 0" PANTRY
103B
209
1 A-341
127' - 9 3/8"
101B FORBES AVENUE
WALK-OFF GRILLE
31' - 0"
33' - 1 5/16"
MAIN ENTRY VESTIBULE 168 SF 103
KEYPLAN
103A
112' - 5 5/8"
3
3
1 A-521 31' - 0"
25 SF
LOBBY & LOUNGE 1065 SF 104
103C
31' - 0"
1 A-551
FUTURE RETAIL
OPEN AREA WORKSTATIONS 3529 SF 201
4287 SF
101
SEAL
3' - 3 1/4"
32' - 9 9/16"
29' - 6"
2
29' - 6"
2
N CO OT NS FO TR R UC TI O N
221
111
128
A-551
222
47 SF
111
SIM
6
3 A-342
196' - 7 1/4"
228
110
STORAGE
1 A-302
31' - 0"
610 SF OPEN AREA WORKSPACE 1596 SF 106
11. PARTITIONS AT PERIMETER OF ALL TOILET ROOMS/JANITOR'S CLOSETS ADJACENT TO OPEN SHAFTS, AND AT ALL MECHANICAL ROOMS WITH WATER SHALL HAVE A CURB. AT GYPSUM PARTITIONS PROVIDE A 6"X 6" CURB. AT MASONRY WALLS, PROVIDE 6" TALL CURBS WITH WIDTH TO MATCH MASONRY ASSEMBLY. 12. PARTITIONS LOCATED ADJACENT AND PERPENDICULAR TO EXTERIOR WALL SHALL ALIGN CENTERED ON 5’-2” FOOT BUILDING MODULE AND MULLION UNLESS NOTED OTHERWISE
33' - 2 7/16"
221
TREADMILL
36' - 7"
4 A-342
STAIR B 276 SF
6 28' - 3"
28' - 8 5/8"
6 OPEN AREA WORKSPACE 1096 SF 216
4' - 9"
59 SF
212
31' - 0"
A
2
6
1
1
101A
NO.
6 A-551
1 A-522 3 A-251
First Floor Plan
1
FIRST FLOOR PLAN
1 A-203
5 April 2017 11 November 2016
Issued for 100% Design Development Issued for Schematic Design
DATE
DESCRIPTION
SIM DRAWING TITLE
FIRST FLOOR PLAN & SECOND FLOOR PLAN
A-102 PAGE NUMBER
SCALE: 1/8" = 1'-0"
© Copyright Skidmore, Owings & Merrill LLP
TATA CONSULTANCY
OTING NUOUS CHEDULE)
This project was completed in collaboration with SOM, designing
PITTSBURGH, PENNSYLVANIA
a four story office building on the campus of Carnegie Mellon
2017
University. I participated through design development, and the
45,000SF
plan featured laboratories, open office space, and a retail area. The facade combined a modern glass exterior intersecting curving brick elements. Special attention was given to code review, lab furniture layout, and site elements ensuring the required features worked well for the end users in a tight urban campus setting. The entire project was modeled in Revit.
9
8
not rotate - S001 (PILE CAP MARK
LE)
CARNEGIE MELLON UNIVERSITY
SEE PILE CAP DETAILS)
7
6
5
4
11
AISC SHAPE DESIGNATION ELEVATION TOP OF SLOPING BEAM END
INDICATES # OF SHEAR STUDS WELDED TO TOP FLANGE OF BEAM PER GENERAL NOTES BEAM CAMBER IN INCHES AT BEAM MIDSPAN
STRUCTURAL ABBREVIATIONS: & #
AND POUNDS
HOF IF
HORIZ INSID
pant Load
E
Area 82 SF 67 SF 112 SF 57 SF 201 SF 120 SF 113 SF 105 SF 109 SF 104 SF 376 SF 52 SF 396 SF 132 SF 264 SF 400 SF 486 SF 31 SF 372 SF 85 SF 233 SF 38 SF 223 SF 7 SF 412 SF 17 SF 28 SF 87 SF 10 SF 98 SF 176 SF 17 SF 373 SF 11 SF 48 SF 75 SF 89 SF 26 SF 152 SF 148 SF
GENERAL NOTES
Occupant Load 1 1 2 3 2 2 2 2 2 4 1 4 2 3 4 1
1 1
1 1
1
1. CONTRACTOR SHALL VERIFY DI NOTIFY ARCHITECT OF ANY DISCP FEILD CONDITIIONS, BEFORE COM
STAFF LOUNGE 113 T12
1
THERAPY GYM 114 T12
BUSINESS OFFICE 112 T6
3
WAITING 111 T3
4
UP
7
LOBBY C101 T2
CORRIDOR C102 T5 ELEVATOR E-1 T4 ELEV. MECH. E-2 T14
72" EGRESS WIDTH
8
WAITING 142 T3
FEC
STORAGE 148
FEC MECHANICAL 102 T14
TOILET 132 T7
9 10
TOILET 150 T17 READING ROOM 153 T6 FUTURE TENANT 131
12
HALL 119 T9 TREATMENT ROOM 118 T10
CONVIENENCE EXIT 104 T7
STAIR S-2
CHANGING 146 T9
CLEAN UT 157 T5
5. FIRE ALARM SYSTEM WILL WILL 70. FIRE ALARM SYSTEMS ARE SH DRAWINGS.
36" EGRESS WIDTH
CHECK IN CHANGING 143 T6 144 T9 CHANGING 145 T9
SOILED UT 152 T5
4. EMERGENCY LIGHTING WILL CO EMERGENCY LIGHTING AND EXIT S SERIES) DRAWINGS.
HOUSEKEEPING 103 T18
6. FIRE SUPPRESION (SPRINKLER) STANDARDS AND NFPA 13. FIRE S ELECTRICAL (E-SERIES) DRAWING
7. TACTILE EXIT SIGNS ARE REQUI SIGNS AND TO BE PROVIDED VIA S OWNERS INSTALLATION AND OCC
CT SCAN 163 T11
GOWNED WAITING 147 T3
TOILET 133 T7
1
3. WALKS, HALLS, CORRIDORS, AIS OF AN ACCESSIBLE ROUTE SHALL UFAS REQUIREMENTS.
WH MDF. ROOM 105 T13
HALL 141 T5
TOILET 149 T17
2. FIRE RATED WALLS BARRIERS & MARKED AS TO THEIR FIRE RATIN PROJECT MANUAL FOR SIZE, TYPE RESISTANCE RATING: PROVIDE 6 I OPAQUE NONREFLECTIVE VINYL F PRESSURE-SENSITIVE ADHESIVE APPLICATIONS. TEXT TO MATCH C FEET ABOVE THE CEILING. REFER SIGNAGE.
FIRE PUMP 101A
FEC
TREATMENT ROOM TREATMENT ROOM 123 T10 121 T10
VESTIBULE C100 T1
6
ELECTRICAL 101 T14
THERAPIST WORK TOILET AREA 116 T17 115 T12 TOILET FEC TREATMENT ROOM 117 T17 TREATMENT ROOM 122 T10 STORAGE 124 T10 120
72" EGRESS WIDTH
FEC
8. PERMANENT SIGNAGE TO BE IN SIDE OF THE DOOR. TO ACHEIVE T RECIEVE BACKING PANEL BY OWN SIGNAGE VENDOR.
XRAY CONTROL 159 T11
XRAY 158 T11
IMAGING SECURE HALL 151 T5
FEC
CT/ MRI CONTROL 164 T11 REF.
ULTRASOUND 156 T11 EQUIP. 160 T11
LOUNGE 154 T5
TOILET 155 T17
14
MAGNET 161 T11 STOR 162 T11
9. DOORS WITHIN RATED WALLS W LATCHES.
10. THE UL DESIGN NUMBERS INCL INTENDED TO SHOW COMPLIANCE MATERIALS INDICATED, TESTED B DESIGN NUMBERS ARE NOT INTEN PRODUCT, PRODUCTS NOT INCLU BUT PROVEN TO BY THE CONTRAC ACCEPTED RATING SYSTEM (INCL PROVIDED THERE ARE NOT OTHER
11. REFER TO SHEET A-601 WALL T
12. REFER TO SPECIFIC DETAILS E ADDITIONAL DETAILED FIRE PROT
13. SEE A-400 SERIES FOR ENLARG
A First Floor Plan 1
First Floor Code Plan 1/16" = 1'-0"
B
D
G
K J
L
P
RATING STRUCTURAL FRAME - INCL CLOUMNS, GIRDERS, TRUSSES (IBC 2009 TABLE 601) BEARING WALLS EXTERIOR/INTERIOR (IBC 2009 TABLE 602) NON-BEARING WALLS EXTERIOR (IBC 2009 TABLE 601) NON-BEARING WALLS INTERIOR (IBC 2009 TABLE 601)
WEXFORD SPINE CENTER UPMC
UPMC hired R3A to design and construct a new two story medical
PITTSBURGH, PENNSYLVANIA
office building. The project included spaces for five related
2015
tenants, including CT, X-ray, MRI and ultrasound imaging, pain
24,500SF
management and neurological services. Although separately managed offices, the layout provides support for patients being treated by multiple providers within the same facility. Through increased communication across
disciplines and technoligical
upgrades, patients receive more comprehensive care. I joined the team during construction and played an active role in construction administration and as built documentation. This project is seeking LEED Certification. The entire project was modeled in Revit.
13
990 READ MASON, UP L.P.
L.P.
L.P.
A
B
C 18'-0" 24'-0"
36'-0"
24'-0"
36'-0"
24'-0"
36'-0"
24'-0"
36'-0"
24'-0" 18'-0"
24'-0"
34'-0"
UP
KEY PLAN
ION
2
4
L.P.
"
ISSUANCES LOADING
6
6
No. 16 F.H.
16
L.P.
16
L.P.
16
16
L.P.
16
R-2 3
36'-0"
24'-0"
36'-0"
24'-0"
36'-0"
24'-0"
36'-0"
24'-0"
36'-0"
24'-0"
36'-0"
Descri
FOR PERMIT A
A003
24'-0" 18'-0"
CONTEXT PLAN N.T.S.
1
R-2
K ROUTE
424 East Fourth Street Cincinnati, OH 45202 T 513.241.4474 F 513.241.0081
TRI WAY DRIVE
thinkchamplin.com
1404 Race Street, Suite 300 Cincinnati, OH 45202 Tel: 513.871.1850 Fax: 513.871.1829
250 West Court St, Ste 300, 3rd Floor Cincinnati, OH 45202 Tel: 513.721.4224 Fax: 513.721.4231
803 Compton Road 4 2 4 E a s t F oCincinnati, u r t h S t rOH e e45231 t C i n c i n n a t i , Tel: O H513.521.4760 45202 Fax: 513.521.2439 T 513.241.4474 F 513.241.0081
R-2
READING ROAD
75 '-0 SE " TB AC K
thinkchamplin.com
1404 Race Street, Suite 300 Cincinnati, OH 45202
Tel: 513.871.1850 10411 Medallion Drive, Suite 121 Fax: 513.871.1829 Cincinnati, OH 45241 Tel: 513.542.3300 Fax: 513.542.5540 20'-11 3/4"
95 0. 00 00 '
1'-6"
803 Compton Road Cincinnati, OH 45231 Tel: 513.521.4760 Fax: 513.521.2439
MECHANICAL UNIT DIMENSIONS: ( L x W x H ) - TYPE 'A' : 9'-8" x 5'-3" x 4'-9" - TYPE 'B' : 38'-7" x 7'-8" x 7'-6"
85 °4 0'0 0"
W
R-2
MASON
10'-4"
1'-6"
10' HIGH MTL. PANEL (MP-1) SCREEN WALL
N
Drawn By
UP 990 READING ROAD
ISSUANCES
No.
1
DN
B
KEY PLAN
MECHANICAL UNIT TYPE 'B' 1'-6"
1'-6"
A
10411 Medallion Drive, Suite 121 Cincinnati, C OH 45241 D E Tel: 513.542.3300 Fax: 513.542.5540 11'-0"
S
20'-11 3/4"
990 READING ROAD MASON, OH 45040
T e p yrig iC n cto 7 0 t2 h
3D BUILDING VIEW LOOKING WEST
A300
250 West Court St, Ste 300, 3rd Floor Cincinnati, OH 45202 Tel: 513.721.4224 Fax: 513.721.4231
Description
Date
FOR PERMIT AND BID
UP UP
8.29.2013
MECHANICAL UNIT TYPE 'A' TYPICAL
3D BUILDING VIEW LOOKING WEST
A300
UP
BJR
990 READING ROAD MASON, OH 45040
MECHANICAL UNIT DIMENSIONS: ( L x W x H ) - TYPE 'A' : 9'-8" x 5'-3" x 4'-9" - TYPE 'B' : 38'-7" x 7'-8" x 7'-6"
A
B
C
Client Number
E
D
N KEY PLAN
MECHANICAL UNIT TYPE 'B' 10' HIGH MTL. PANEL (MP-1) SCREEN WALL
ISSUANCES
No.
Description
FOR PERMIT AND BID
Drawn By
MECHANICAL UNIT TYPE 'A' TYPICAL
Author Checked By
METAL PANEL (MP-1) 6' HIGH SCREEN WALL
Checker Client Number
DRAWING TITLE
1'-6"
3D BUILDING OVERHEAD VIEWS (AND BUILDING SIGNAGE)
PROJECT A300 PRELIMINARY TRUE NORTH DRAWING ONLY NORTH
3D BUILDING VIEW LOOKING EAST
Drawn By
GRAPHIC SCALE
Checked By
Client Number
CUT ALUMINUM LETTERS, TYPICAL.
100
150
403
NOT TO BE USED FOR CONSTRUCTION
OPEN SPACE
Proj ect Number 4579
200
20'-10 3/8"
SHEET NO.
DRAWING TITLE
3D BUILDING OVERHEAD VIEWS (AND BUILDING SIGNAGE)
ARTWORK CHANGES EVERY 4-6 WEEKS
SHEET NO.
3D BUILDING VIEW LOOKING EAST
A300
A300
8/17/2013 1:53:57 PM
50
1'-6"
0
SITE
Author
Checker
R-2
SERIES BUILDING SIGN 17'-0" x 14'-0"
2
NOT TO BE USED FOR CONSTRUCTION
DRAWING TITLE
SHEET NO.
A300
2
A003
SITE PLAN - COMMON OPEN SPACE 1" = 200'-0"
A310 2 32'-6 3/4"
B
C
D
D1
E 30'-0"
A1a
BUILDING ADDITION
BUILDING ADDITION
A
E1
F
F1
G
3
3 Lobby Conference B100 Room
Pre-K F K122
B104
Pre-K E
Facilities Office
B102
A110
Reception
Bride
Twos B
Pre-K C
B106
B105
Chapel
B107
C101
Meeting Room A
DN
A106
Ones C
K100b
K127
Ones B
K113
K128 Resource Room
Nursing Moms
K112
K109
Wet Clst.
Chancel
C113
C102
Groom
Storage
C110
C108
Men
K114 Men
C106
C107
A107
K126 Corridor
Women
4
Passage Hearth Room
Meeting Room B
Twos A
K116
K115
Kitchen
Meeting Room C
5
Cart Clst.
A104
C111
H
MDC IT
J
K
L
M
N
O
P
Q
S
T
U
V
Corridor K100a Corridor
KB
Ones A
Nursery C
Nursery B
Nursery A
Special Needs
KC Volunteer
K129
K130
K131
K132
K133
K134
K108
6
Corridor
S106 7
R
C112
A105
Pastor's Room
S106a
Men
S107
Elec.
A112
Band Green Room
Storage
S108
S109
33'-0"
50'-0"
Work/File Room
War Room
K125
Pre-K B Pre-K A
50'-0"
C105
A108
K118
4
C104
Corridor
Group Area K123
A310
Women
C103
A109
B101
K124
K119
5
Men
C100
Office Suite
Twos C
Pre-K D
4
Narthex
Facilities
B103
K121
50'-0"
Office
A113
TREE
Women A114
Women K138
K135
S104
A100
Passage
18'-4"
Video Room
11.1
Corridor
10
S100
10.3
K106
20'-0"
KC 101
S103
K104
4th K103
5th
Middle School
K102
K101
20'-0"
UP 13.7
S102
Coffee Service
A102
16
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
14
Elev. Machine Room
A118 UP
25'-0"
UP
FI Volunteer
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
20'-0"
20'-0"
20'-0"
3rd
K105 18'-4"
Adventure Club
UP
S101
20'-0"
20'-0"
20'-0"
20'-0"
16
Elec/Rack Room
Back of House
S112
S111
20'-0"
33'-0"
13'-4"
50'-0"
Rack Room
15
A310
12
S110
13
3
Platform
K100
Dimmer Room A
A1a
B
B1a
C
C1a
D
D1
1 A310
E
E1
F
F1
G
H
J
K
L
M
N
N.3
S113
18 20'-0"
O
1 A210
FLOOR PLAN - OVERALL 1" = 20'-0"
First Floor Plan
20'-0"
P
20'-0"
Q
18 20'-0"
R
20'-0"
S
142'-1" BUILDING ADDITION
20'-0"
T
20'-0"
U
V
BUILDING ADDITION
Men K139
2nd K136
20'-0"
Adventure Club Quiet Zone
11
1st
8
Nursing Moms
Lobby
K107
34'-3 1/2"
50'-0"
KA
K137
C
403
Proj ect Number 4579
Proj ect Number 4579
20'-10 3/8"
ARTWORK CHANGES EVERY 4-6 WEEKS 2
403
Date
8.29.2013
PRELIMINARY DRAWING ONLY
8/17/2013 1:53:57 PM
R-2
SERIES BUILDING SIGN 17'-0" x 14'-0"
CUT ALUMINUM LETTERS, TYPICAL.
PR D
Checked By
UP
MASON
R-2
METAL PANEL (MP-1) 6' HIGH SCREEN WALL
JRR
UP
T cto p iC n e yrig 7 0 t2 h
1
10'-4"
1'-6"
1'-6"
11'-0"
A0
MASON WORSHIP CENTER CROSSROADS
Working alongside two other employees, I participated in
CINCINNATI, OHIO
documentation from demolition to construction drawings, including
2013
zoning files, for the renovation of an existing paper factory. The
123,000SF
final church design consisted of classrooms, offices, an atrium, and a 2000 seat auditorium. The design kept with the character of the original building, utilizing industrial materials and exposed structure. This site was the third location of the 17,000 member church based in Cincinnati. The project was completed late 2014. The entire project was modeled in Revit.
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PROJECT LIST RENAISSANCE 3 ARCHITECTS 2014-2017
Tepper School of Business, Carnegie Mellon University Tata Consultancy, Carnegie Mellon University Chevron Science Tower Lab Renovations, University of Pittsburgh Ruhl Student Center, Pennsylvania State University Wexford Spine Center, UPMC Universal Electric Corporation Expansion and Renovation RIDC Westmoreland Facility Design Standard Caliguiri Plaza, Housing Authority of City of Pittsburgh Pittsburgh Public Schools Exterior Envelope Evaluation City of Pittsburgh Public Safety and Fleet Feasibility Study
CHAMPLIN ARCHITECTURE 2012-2013
West Hopsital and Medical Office Building, Mercy Health Mason Worship Center, Crossroads Church St. Luke’s United Methodist Church Master Plan Teachers College Rehabilitation, University of Cincinnati Residence Halls Renovations, Miami University
CR ARCHITECTURE + DESIGN 2011-2012
Mariemont Luxury Condominiums Various Walgreens Renovations
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ACADEMIC TRANSITIONS WELLNESS CENTER
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TRANSITIONS M.ARCH THESIS
With the recent devastation caused by natural disasters, aid
SIMON PELE
organizations have been faced with the challenge of providing
PORT-AU-PRINCE, HAITI
shelter for victims; unfortunately, there is a lack of transition between
2013-2014
short-term emergency structures and permanent homes. This thesis project explores the specific cultural and climatic conditions of Port-au-Prince, Haiti, in order to propose an incremental design. A specific site was chosen within the Simon Pele neighborhood, an informal settlement that experienced much destruction from the 2010 earthquake. Through analysis and research, major vehicular routes and infrastructure were mapped in order to realize the most ideal location for permanent development.
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ZONES
COMMERCE
ROUTES
OPPORTUNITY FOR PLANT GROWTH
FUTURE
WITHIN EXISTING NEIGHBORHOOD
ACCESS TO MARKET STREET
In many of the urban neighborhoods of Port-au-Prince, buildings are laid out organically, with little apparent order. Despite this initial impression, the in-between spaces create a vibrant community that begins to thread together public and private zones. Structures adjacent to main vehicular routes are often used for commerce, and the more intimate central courtyards, or lakous, become places of community gathering and interaction. The traditional, rural lakou has been transformed into a new urban typology that is constructed incrementally. More than the physical layout, the lakou represents a social structure. Unfortunately, this social and physical construct has not been translated into the transitional shelters implemented by various aid organizations, greatly diminishing their long-term viability.
Transitional and emergency shelters primarily consist of tarps or plywood coverings, meant to be utilized for up to one year. Disregarding these projects and materials would only create more waste, missing an opportunity to aid in a more logical transition. With rapid deforestation and few remaining natural resources, materials play a critical role in reducing or adding to the costs of construction in Haiti. This project proposes reusing rubble and tarps, along with rapidly grown bamboo, as a means of providing adequate building materials at a low cost and practical time frame. Through education and training, skills will be taught to locals, saving on labor costs and providing valuable job prospects to residents. Building local capacity
INFRASTRUCTURE
provides opportunities that go beyond the physical buildings and begin to stimulate the economy.
GATHER
FILL
DISASSEMBLE
CUT + TIE
GROW
ASSEMBLE
+
+
RURAL LAKOU
FORMAL, ORTHOGONAL
URBAN LAKOU
INFORMAL, ORGANIC
TRANSITIONAL LAYOUT
SEMI-FORMAL, LACK OF LAKOU
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All images by Author during trip to Port-au-Prince in December 2011.
The secure core of the home is modest in size, conserving resources and labor. The primary activities that occur in the enclosed spaces are sleeping and storage. Therefore, the dimensions are based on comfortable sleeping arrangements. Because families have varying needs and sizes, the module can be expanded as necessary. Core homes are grouped together to form semi-private courtyards. These outdoor spaces provide shade from the sun and become a vibrant, crucial component of everyday life. The courtyard is used for cooking, cleaning, gathering, and social interaction. While community centers are needed in the initial aftermath, dwellings are necessary for individual empowerment. Homes provide stability and can become a catalyst for future development.
10 FEET
10 FEET
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WELLNESS CENTER SEC STUDIO
This two quarter studio was an in depth study of the systems that make
CRANBROOK ACADEMY
up a wellness center. Located in an academic campus, the program
BLOOMFIELD HILLS, MICHIGAN
required privacy while also communicating with the surrounding site.
2012
The building’s mass is created by folding and peeling the existing landscape to create bands of program. Throughout the design process, it was important for the forms to dominate, creating a need for unique solutions through detailing so that the ribbons could be read on both the interior and exterior of the building. The dialogue between form and light drove the choice of materials and construction methods. Connecting to the surrounding site of both the formal campus courtyard and the more natural wooded area, the wellness center is a place for interaction as well as solitude.
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UPPER LEVEL
LOWER LEVEL
Looking at the site as a whole, the building is located within a formal campus. This formality is embraced by completing the courtyard with the proposed wellness center. In order to bring these two existing and proposed designs together, an integrated landscape begins to merge the two sides into a harmonious courtyard. The lines of the landscape have a direct impact on elements within the building construction. The site location allows the courtyard to be enclosed, while also creating views to the woods for the private spaces within the wellness center.
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This immersive studio was taught in conjunction with a systems class, fully integrating construction techniques, as well as exploring environmental qualities and building code requirements. Site cast concrete was originally selected for its material quality, but the structure also created opportunities for conscious detailing decisions. The massiveness of the concrete ribbons was a contrast between the brick infill, but the two materials never meet. Glazing separates these, reinforcing the ribbon form and creating dynamic lighting. This creates a unique contrast between the heaviness of the concrete form floating above the other solid elements. Slits are cast into the concrete to accept the aperture frames, concealing all framework.
SOUTH TO NORTH
EAST TO WEST
INTENT INTENT
SITE STRATEGIES
SITE STRATEGIES
INTEGRATED STRATEGIES
CODE
INTEGRATED STRATEGIES STRUCTURE
ENVIRONMENT
INTENT
CONSTRUCTION
SITE STRATEGIES
INTEGRATED STRATEGIES
INTENT
CODE
CODE SITE STRATEGIES
STRUCTURE
ENVIRONMENT
STRUCTURE INTEGRATED STRATEGIES
CODE
ENVIRONMENT
STRUCTURE
ENVIRONMENT
CONSTRUCTION
CONSTRUCTION
CONSTRUCTION INTENT
INTENT
SITE STRATEGIES
INTEGRATED STRATEGIES
CODE
STRUCTURE
ENVIRONMENT
SITE STRATEGIES
INTEGRATED STRATEGIES
CODE
STRUCTURE
ENVIRONMENT
CONSTRU
CONSTRUCTION
INTENT
SITE STRATEGIES
INTEGRATED STRATEGIES
CODE
STRUCTURE
ENVIRONMENT
CONSTRUCTION
Skin Originally, I designed a steel structure that would carry concrete panels, appearing as a massive wall. Unfortunately, this did not provide me with the simple detail solutions I was seeking. It also created difficult situations where these concrete panels began to interact with other materials.
Corner Brick on the western and eastern walls occasionally punches out of plane to create alcoves for visitors to sit. These elements are constructed of a brick veneer with standard metal stud and gypsum board construction.
A reinforced, site cast system was chosen, keeping with the desired materials. The U-shaped forms created stability and space for an equipment plenum.
CRANBROOK WELLNESS CENTER | BREANNA PRAECHTER | SPRING 2012
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CRANBROOK WELLNESS CENTER | BREANNA PRAECHTER | SPRING 201
CRANBROOK WELLNESS CENTER | BREANNA PRAECHTER | SPRING 2012
52 CRANBROOK WELLNESS CENTER | BREANNA PRAECHTER | SPRING 2012
CRANBROOK WELLNESS CENTER | BREANNA PRAECHTER | SPRING 2012
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CRANBROOK WELLNESS CENTER | BREANNA PRAECHTER | SPRING 2012
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OTHER WORKS STUDIO COMPETITION HAND SKETCHING MODEL MAKING PHOTOGRAPHY
33
N
WHAT A VIEW!
WANT TO GO TO THE BATHS AT THE BILLBOARD AFTER OUR RUN?
STUDIO COMPETITION
GREEN INFRASTRUCTURE IS AWESOME!
I NEED A BATH...
YINZ NEED A BATH?
AIA PITTSBURGH
I participated on a five person winning team to propose an idea
PITTSBURGH, PENNSYLVANIA
to reinvent an existing hilltop sign overlooking Pittsburgh. Our
2015
solution, “Baths at the Billboard,” used reclaimed water to create a
FIRST PLACE
sensual and restorative experience with an unrivaled view. Much of the city’s infrastructure carries both stormwater runoff and sewage, causing detrimental overflows during periods of heavy rainfall and melting snow. Utilizing natural solutions, runoff can be decelerated and redirected through collection, sedimentation, aeration, and filtration, while also beautifying the existing neighborhood. The Baths provide visitors with an awareness of runoff issues, and a renewed understanding of clean water, culminating with an infinity pool cantilevering over Mt. Washington, the Pittsburgh skyline, and the confluence of the three rivers below that the stormwater directly affects.
FILTERS
PEDESTRIAN
RAIN GARDEN
POOLS
BILLBOARD
The proposed site organization strategy is divided into bars as a tool to illustrate the filtering concept.
Users enter the pedestrian filter off of Grandview Avenue. This area is explored through permeable surfaces organized in a stepped plaza, creating a public space with pockets for interaction.
The next stage is the rain garden filter, which becomes a collector for site runoff as well as water from the surrounding neighborhood storm sewer lines. Through natural processes, the runoff is cleaned through a series of planted areas.
The upper level opens up to a shallow tub of water, offering space for lounging and feet dipping. The collected water from above, cascades down the front of the billboard, through several cleasing layers, reaching the finale of the filtration process: a leisure pool overlooking the city.
The wall of the billboard is peeled away and opened to allow the pool to be used indoors and out. It also becomes the framework for an underground education and exhibit space and changing facilities. The face of the billboard projects real time water analysis data to inform the city below. This intervention offers a tranquil amenity but also serves as an example of how stormwater runoff can be managed throughout the city.
35
cafe design The interior of the cafe featured a plant wall that divided the showroom from the eating area. Counter spaces were centered on this element, where visitors would order their food choices. These counters were made up of cylindrical tubes, carrying tofu from the production area.
24
HAND SKETCHING The importance of hand drawing was stressed in my studies, encouraging the communication of ideas through detailed sketching. This skill has particularly assisted me in the development of observational skills, beginning to look at perspective and accurate representations. Illustrations were drawn with pen, pencil, and charcoal.
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MODEL MAKING Constructing by hand brings an element of control and technique that cannot be experienced through a computer screen. Whenever I am feeling stuck in my design process, I assemble a quick study model, often finding alternatives and paths that would not have been realized otherwise. In a world where many ideas stay in the digital realm, it is refreshing to work with tangible objects.
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Port-au-Prince, Haiti
Iceland
Lake Lucerne, Switzerland
PHOTOGRAPHY I have practiced the incredible technique of capturing images while travelling internationally. Nothing in the classroom or workplace can compare to experiencing other cultures and learning from their unique approaches to design. I have also had the privelege of photographing firm projects, from existing photos to images of the completed project.
Rialto Bridge, Venice
Columbus, Indiana
Southern Australia
London
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THANK YOU
praechterb@gmail.com 740.644.0390 http://issuu.com/breannajustuspraechter/docs/praechter