PORTFOLIO Mariah Erickson
Squantum Point Lodge spring 2015
Government Service Center fall 2014
Brigham Circle Renewal spring 2014
Wellesley College / Music Hall spring 2014
Harbor Maritime Center fall 2014
Beinecke Rare Book Library spring 2013
Work Experience
summer 2013 / 2014 / 2015
Thesis: Education
fall 2015 / spring 2016
In this collaborative based project I worked with 3 partners to develop a lodge on a 50 acre National Park in Quincy, MA. During the process we focused on a three main aspects that would connect the user with the landscape. First was a network of paths that allow you to explore and experience many different types of vegetation and water conditions. The second was analyzing the lack of resiliency of the land and in response, building up the topography under the lodge. Third was the formation of the lodge. We formally responded to the surrounding marsh lands in a way that emphasized the existing site as well as used the landscape of the site to both encourage an interaction with nature as well as divide the public and private program of the lodge.
Mariah Erickson Matt Arsenault Nebia Zeroual Eliza Bigelow
TOPOGRAPHIC MANIPULATION Built up topography for flood resiliency, also allowing landscape to pass under/ through building.
SITE RESPONSIVE SHIFTING Formal pushing and pulling of basic form responding to existing marshlands on site and utilizing waterfront views.
SITE LINE ACTIVATION Elevating the mass to create a central public level, intermixing public and private users of the lodge.
Squantum Point Site Plan
East Section
North East Section
Section 2 1/16” = 1’
Section 1-2 1/16” = 1’
Physical Model
Beams
Typical Private Hotel Level
Columns + Cores + Slabs
Grid
Ground Public Level
Structural Axon
STRUCTURAL BREAKDOWN
1
1
2 2 3
TYPICAL ROOF PARAPET DETAIL scale: 1” = 1’-0” 4
Floor Cladding
5
3
6
Decking
4
1. ALUMINUM COPING 2. 3/4” PLYWOOD SHEATHING 3. CAVITY INSULATION 4. CANT 5. FINISH CONCRETE 6. REINFORCED CONCRETE 7. GYPSUM CEILING ON METAL STUD
5 6
Gypson Board Vapor Retarder Metal Stud
7 Sheathing
7 8 9
10
1
1
2 2 Air Gap
3
Insulation
4
Membrane
TYPICAL MULLION/WALL DETAIL scale: 1” = 1’-0”
5
3
Prodema Wall Cladding
6 4 5 6
7 7
8 9
1 1. METAL STUD 2 3 2. GYPSUM WALL BOARD; 5/8” 4 3. RIGID INSULATION; 1/2” 5 4. CAVITY INSULATION; 6” 6 5. PLYWOOD SHEATHING; 3/4” 6. EXTERIOR COMPOSITE WOOD PANELING 7 7. GYPSUM CEILING ON METAL STUD 8 8. ALUMINUM WINDOW FRAME 9. ALUMINUM WINDOW MULLION 9 10. THERMAL GLAZING
10
1
1
TYPICAL LEVEL 1 SOFFIT DETAIL scale: 1” = 1’-0”
2 2 3 4 5
3
6
1 2
4
3
5
4
6
5 6
Detailed Building Section
7 7
7
8
Wall Section 1/2” = 1’
9
10
8
9
1. METAL DECKING 2. STEEL BEAM; 12x26 3. STEEL BEAM CONNECTION PLATE 4. STEEL BEAM; 18x50 5. NOMINAL LUMBER 6. METAL CEILING TIE 7. COMPOSITE WOOD PANELING 8. PLYWOOD SHEATHING; 3/4” 9. EXTERIOR COMPOSITE WOOD PANELING
Mariah Erickson Chris Foley
Mariah Erickson Danielle DeCarlo Zachary Hachey
The Beinecke Rare Book and Manuscript Library is an existing building at Yale University designed by Gordon Bunshaft. The Library was a collaborative facade project focusing on the study and construction of the buildings envelope. The Beinecke consists of delicate layers of marble and concrete to diffuse the light hitting the book stacks and preserve them. The rare books and manuscripts are encased and protected by the beautiful innovative structure.
Exterior
Interior
PROPOSED DECK
C. DRIVEWAY
STORAGE
120 '
REMOVE TOOLS AND EQUIPMENT FROM UPON 137'SITE - 4 7/8" COMPLETION OF WORK. LEAVE CONTRACT AREAS AND SITE CLEAN, ORDERLY AND IN A CONDITION ACCEPTABLE FOR NEW OR OTHER CONSTRUCTION.
125' AVERAGE NATURAL GRADE
S 70 44"P
SECOND FLOOR EXISTING/DEMOLITION PLAN
2
107' - 4 7/8" 105' - 4 1/2"
36"C
WRW
18"S
FINISHED FLOOR
1/8" = 1'-0"
2 __________ A3.1
4
115' LAUNDRY ROOM
PROPOSED W 1/8" = 1'-0"
120 '
PROPOSED SOUTH ELEVATION - SHEET 1/8" = 1'-0" 54"P
3
115' - 7 1/2"
6"K
SHARED BATH
ONC. DRIVEWAY
SECOND BEDROOM
9"T
ROOF ABOVE (2' OVERHANG)
EC
DW
ENTRANCE DW
F. RE
KITCHEN
11'-7" 1
CRAWL SPACE STUDIO
1
A3.1
A3.1
MECHANICAL/ STORAGE
LIVING
CLOSET
MASTER BATH
CO NC . S TA IRS
CO NC . S TA IRS
MASTER BEDROOM
6"K
90
STORAGE
4' - 4 7/8"
4
115'
137' - 4 7/8"
36"C
0'
SECOND FLOOR PROPOSED FLOOR PLAN MAXIMUM HEIGHT LIMIT 1/8" 137'=- 41'-0" 7/8"
T.O. ROOF 133' - 0"
PLATE HEIGHTHEIGHT -9'-0" 9'0"
30' - 0"
124' - 7 1/2"
124'124' - 7 87/128" - 7 1/2"
SECOND FLOOR
SECOND FLOOR 115' - 7 1/2"
115' - 7 1/2"
AVERAGE NATURAL GRADE 107' - 4 7/8"
AVERAGE NATURAL GRADE 107'FLOOR - 4 7/8" FINISHED
FINISHED FLOOR
105' - 4 1/2"
105' - 4 1/2" FOUNDATION PLAN 101' - 0"
BUILDING LOOKING NORTH
2
1/8" = 1'-0"
BUILDING LOOKING WEST 1/8" = 1'-0"
90'
115'
120 '
Revit Residential Renovation
54"P
EXISTING STRUCTURE PH
S 1
10
44"P
100'
95'
100'
95'
S 70
FIRST FLOOR PROPOSED FLOOR PLAN MAXIMUM HEIGHT 3 1/8" =LIMIT 1'-0"
95'
REMOVE FROM SITE AND LEGALLY DISPOSE OF DAILY ALL REFUSE, DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. BURNING OF DEBRIS ON SITE SHALL NOT BE PERMITTED. MAXIMUM HEIGHT LIMIT
9.
95' (E) DECK TO BE REPLACED
(E) GUARDRAIL TO BE REPLACED
9"T
DECK BELOW
REPAIR ALL DEMOLITION PERFORMED, IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO THE OWNER.
8.
124' - 7 1/2"
PLATE HEIGHT - 9'0"
1
4.
SECOND FLOOR
DECK ABOVE
"P
THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOB SITE. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE ARCHITECT FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING.
125'
95'
A3.1
SEE STRUCTURAL DRAWINGS FOR DEMOLITION SPECIFIC TO ANY NEW STRUCTURAL WORK.
3.
PLATE HEIGHT - 9'0"
115'
2 __________
" 6'-0 1/2
90'
90'
54"P
2.
-
10
18"S
1/8" = 1'-0"
137' - 4 7/8"
100'
10 FIRST FLOOR EXISTING/DEMOLITION PLAN
9"T
95'
95'
1
MATERIAL SALVAGE: COORDINATE WITH OWNER PRIOR TO DEMOLITION. REMOVE, PROTECT AND STORE MATERIAL SCHEDULED FOR REUSE AND SALVAGE.
MRW
CO NC . S TA IRS
1.
MAXIMUM HEIGHT LIMIT
CON C. D RIVE WAY
CRAWL SPACE
In this small residential firm I worked primarily in Revit and Autocad. With my organizational skills I constructed a CSI oriented detail library book that can be referenced as typical details within the firm. I also worked closely with a team on multiple residential projects beginning in the Schematic design phase and also on other projects in the construction document phase. y any method, in whole or in part, is prohibited. Title to the plans and specifications remains with the architect without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions.
(E) RETAINING WALL TO BE REMOVED AND REPLACED
17'-11 5/8"
PROPOSED EA DEMOLITION 2NOTES 1/8" = 1'-0"
47'-5 3/4"
/ summer 2015
9"T
4"P
115'
95'
DECK ABOVE
1/8" = 1'-0"
90'
95'
carmel, ca
Use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with the
NC. DRIVEWAY
100'
Use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to the plans and specifications remains with the architect without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions.
ROOF ABOVE
STUDIO CARVER ARCHITECTS /
54"P
PROPOSED NORTH ELEVATION
1
90'
90'
54"P
4'
8'
16'
3/4" x 5.5" SHIP LAP SIDING (VERTICAL) - 1/4" REVEAL CEDAR SIDING (STAINED)
NANA WALL MODEL SL60 1x3 WOOD BASE
"DRIWALL RAINSCREEN 020-1" DRAINAGE MAT BY KEENE.
FINISH FLOOR
TYVEK "HOMEWRAP" W.R.B. (LAPPED OVER HEAD FLASHING)
SELF ADHERED FLASHING
3/4" PLYWOOD
COPPER PAN FLASHING W/ SOLDERED END DAMS
COPPER METAL HEAD FLASHING (PAINTED) OVER SELF ADHERED FLASHING
3/4" WOOD PEDESTAL PAVER
CEDAR WOOD TRIM
4 3/4"
SELF ADHERED FLASHING - PER WINDOW FLASHING DIAGRAM 1/2" THICK WOOD TRIM
THERMOPLASTIC ROOFING MEMBRANE "VERSICO VERSIWELD TPO" (OR APPROVED EQUAL) 1/4" DENSDECK
BACKER ROD AND SEALANT
3/4" P.T. PLYWOOD
1/2" GYP. BOARD
SHAPED 2x12 PER STRUCTURAL DWGS.
NANA WALL MODEL SL60
Nana Wall Details CSI Division:
Scale:
08-13-16 (ALUMINUM DOORS)
3" = 1'-0"
1x6 T&G SIDING
Weiner #1340 (Sheet A8.2)
Manufacturer: Nana Wall Systems, Inc.
CSI Division:
Scale: Date Created:
Drafting View #:
06/15/15
Drafting View Name:
NANA WALL SL-60 HEAD DETAIL
Job:
Created By:
"DRIWALL RAINSCREEN 020-1" Mariah Erickson DRAINAGE MAT BY KEENE.
08-13-16.01
3" = 1'-0" Job:
1
08-13-16 (ALUMINUM DOORS) Drafting View Name:
05-52-00.03 NANA WALL SL-60 SILL DETAIL
Weiner #1340 (Sheet A8.2)
Manufacturer: Nana Wall Systems, Inc.
Path: Z:\STUDIO C _CAD STANDARDS\Revit\Studio C - Details\Division 08 - Details
Path: Z:\STUDIO C _CAD STANDARDS\Revit\Studio C - Details\Division 08 - Details
1
1/2" PLYWOOD
05-52-00.01 5 1/2" 3 1/2"
1x6 T&G SIDING Date Created:
Drafting View #:
06/15/15
TOP OF GUARD RAIL = 42" Created By: ABOVE SLAB Mariah Erickson
08-13-16.02
IPE RAIL (1-1/2" x 2-1/2") - PITCH WOOD CAP TO DRAIN STAINLESS STEEL TUBE BEYOND
SELF ADHERED FLEXIBLE FLASHING STRIP BEHIND STEEL PLATES
S.S. PLATE WELDED TO S.S. TUBE (1/4" THK x 2" H x 6" L)
TYVEK "HOMEWRAP" W.R.B.
3/16" SS. STEEL CABLE @ 4" O.C.
1"
S.S. PLATE WELDED TO S.S. TUBE (1/4" THK x 2" H x 6" L)
1/2" S.S. LAG BOLT (6)
1/2" S.S. LAG BOLTS
SLOPE SLAB 1/4" PER 1'-0"
BACKER ROD AND SEALANT 1
STAINLESS STEEL TUBE (1-1/2" x 1-1/2" x 1/8")
4" CONCRETE SLAB 6"
05-52-00.02 3/16" SS. STEEL CABLE @ 4" O.C.
4" WOOD (IPE) RAIL ABOVE
Porch Sleeper Platform Detail
CSI Division:
05-52-00 (METAL RAILINGS)
GRAVEL BASE PER GEOTECH REPORT SAW CUT CONCRETE
Wood Handrail Details
Scale:
ELASTOMERIC WATERPROOFING
Date Created:
Drafting View #:
fall 201 5 / s p ri ng 201 6
THE SI S: E D U C AT IO N
REDEFINING THE LEARNING ENVIRONMENT
As human beings we are constantly evolving our body and mind, children and young adults especially need environments that support this positive development. The education model of the 21st century is one that is neglected and outdated, failing to consider the humans natural and creative expression in the way we learn. By studying the process of human development, designers can efficiently form spaces that support the learning process in a way that emphasizes the mind-body learning connection. Creating schools that support how students express their natural talents will sculpt a path for a brighter future for the individual and collectively the world.
EDUCATION MODEL
Dynamic Development
STATIC EDUCATION
Static Education
DYNAMIC DEVELOPMENT
Developmental Process
DEVELOPMENT PROCESS
Current Education Model
Age: 3-6
Age: 11-14
Age: 6-11
Age: 14-18
0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
Age: 0-3
Age: 3-6
Age: 6-13
Age: 13-19
Integration into the Community
Central Communal Space
Throughout my thesis exploration I have chosen specific methodologies that will efficiently support and justify the questions I pose within my thesis.
Classroom Wing
School
Spatial Criteria in the Learning Environment
Communal Building Core
Colaborative Wing
I first researched, in depth, the theories and ideas behind childhood development and the psychology of people, Integration into the Community Central Communal Space leading meSpatial to compare school system Criteria and in thecontrast Learning our Environment with development. Second, I created a criteria for the most efficientCentral types of learning spaces that should be Integration into the Community Communal Space incorporating in every school. Third I chose to study spaces through models, the physical construction allows me to problem solve and truly imagine myself within the space. Classroom Wing
Library
Library
Colaborative Wing
Classroom Wing
Housing
YMCA
Open Floor Plan
Flexible Learning Spaces
School
Colaborative Wing
Communal Building Core
Classroom Wing
Colaborative Wing
Load Bearing Walls
Library
YMCA
Interactive Seating Future Extentions
School
City Hall
Spatial Criteria in the Learning Environment Communal Building Core
Colaborative Wing
Classroom Wing
Criteria Testing
Colaborative Wing
Housing
Spatial Criteria in the Learning Environment
Office
City Hall
Classroom Wing
Housing
Office
Integration into the Community
Central Communal Space
Open Floor Plan
Flexible Learning Spaces Open Floor Plan
Indoor/Outdoor Classrooms
Flexible Learning Spaces
Classroom Wing
Colaborative Wing
Communal Building Core
Integration into the Community
Central Communal Space
Load Bearing Walls
Flexible Structural Library System Load Bearing Walls
Balance within Disciplines
YMCA Classroom
Library
Wing
School
Future Extentions
Future Extentions
Colaborative Wing
YMCA
Flexible Structural System
School Colaborative Wing
Relocate Walls
Communal Building Core
Colaborative Wing
Art
Music
Relocate Walls
Quiet City Hall Classroom
Classroom Wing
Indoor/Outdoor Classrooms
Indoor/Outdoor Classrooms
Open Floor Plan
Office
Open Floor Plan
Housing
Balance within Disciplines
Balance within Disciplines
Office
Housing
Office
Flexible Learning Spaces
Flexible Learning Spaces
Central Communal Area
Flexible Learning Spaces
Indoor / Outdoor Connection Load Bearing Walls
Art
Music
Music
Communal
Hall
Wing
Open Floor Plan
Open CityClass
Art
Quiet
Open Class
Gym Communal Future
Extentions Gym
Open Class
Integration into Community Load Bearing Walls
Flexible Structural System
Flexible Structural System Future Extentions Relocate Walls
Open Class
Nature Interaction
Collaborative Learning
Artistic Expression
Quiet Learning
Music / Dance
Meditation / Self Reflection
Physical Activity Indoor/ Outdoor
Conceptual Section showing balance within disciplines
Personal Nook
Diverse Classroom Layout
Indoor / Outdoor Garden Space