Architecture Portfolio 2016 by Whitney Chicoine

WHITNEY CHICOINE / portfolio

WHITNEY CHICOINE M AY 2 0 1 6

MASTER OF ARCHITECTURE

NORTHEASTERN UNIVERSITY M AY 2 0 1 1

BACHELOR OF SCIENCE, ARCHITECTURE MAGNA CUM LAUDE

NORTHEASTERN UNIVERSITY 2

MINORS : Environmental Studies, Urban Studies, Business Administration

CONTENTS GRADUATE THESIS

ADU DESIGN TOOLKIT

STUDIO TROIKA

COMPREHENSIVE DESIGN

J.S.MACPHEE COMPANY | ARCHITECTS

HOUSING + AGGREGATION

WORK EXPERIENCE R I S D N E X T- U S E B U I L D I N G WORK EXPERIENCE

PUSH-PULL ROW HOUSES

ADU DESIGN TOOLKIT SITE : Jamaica Plain, MA PROGRAM : Accessory Dwelling Units SOLUTION : Accessory Dwelling Units, or ADUs,

have been proposed as a solution for housing in many cities across the United States. These small, privately developed houses are built in the yards of existing homes, and can help alleviate the housing demand of cities where large residential development has not been enough. ADU development is appealing because of its ability to provide greater density, while preserving the character of existing communities. ADUs are a low-impact type of development, that does not shock existing infrastructure, and is implemented gradually over time into the existing fabric. Additionally, ADUs can serve a diversity of socioeconomic and demographic groups. This research project seeks to prove that ADUs would be a suitable housing solution to help alleviate Boston’s current extreme housing need. The research focuses on several neighborhoods, mapping demographic data, parcel characteristics, and current zoning regulations to determine the feasibility of this program. The project further proposes a toolkit of implementation techniques that would allow for relief of current zoning restrictions, which are studied through design prototypes, to demonstrate a viable ADU solution for Boston’s housing shortage. Each tool in the toolkit is a design technique that helps integrate ADUs into the neighborhood fabric, and if used, provides a zoning restriction tradeoff for the private ADU developer. Through physical and digital modeling in a selected pilot neighborhood, these prototypes were tested aiming to prove the success of the toolkit. This research project was shared with the City of Boston for their use in their current effort to garner public support for an ADU development program. The research component of the project was done as a collaborative studio effort, resulting in the creation of a multi-volume book of results. PAG E 4

B U I LD I N G COST + MA R KE T R ATE CON S TRUC TION

CHARLESTOWN

JAMAICA PLAIN

DORCHESTER

NEW CONSTRUCTION market rate AVERAGE BUILDING COST PER SQUARE FOOT [$] no data 20.5 - 50 50 - 75 75 - 100 100 - 125 125 - 150 150 +

UNR ES T R I C T ED PO S S I BL E AD U

S I T E PL A N | E L I G I B L E S I T E S

ADU WITH TOOL IMPLEMENTATION

ADU RESTRICTED BY ZONING

ADU WITH TOOL IMPLEMENTATION

A DU W I TH TO O L I M PLE M EN TATI O N

ADU

ONING

ADU RESTRICTED BY ZONING

A D U RE ST RIC TE D BY ZONI NG

UNRESTRICTED POSSIBLE ADU

ADU WITH TOOL IMPLEMENTATION

MMAXIMUM AXI MUM HEIGHT + MA IMUM S TORSTORIES IE S HEIGHT + XMAXIMUM

Hgt: 45’0” Stories: 3.5

Max Height: 35’0” Max Stories: 2.5

UNRESTRICTED

WITH ZONING

TOOLS TRADEOFF

ZONING REGULATION

TOOL USED

TRADEOFF

MAXIMUM HEIGHT MAXIMUM STORIES

ROOF LINE MATERIALS BELOW GRADE

HEIGHT ALLOWED +10’ STORIES ALLOWED +1

MAXIMUM FAR

SIGHT LINES BELOW GRADE

FAR ALLOWED +0.25

BUILDING SETBACKS

ORIENTATION GREEN WALL FENCE

CONSTRUCTION ALLOWED TO EDGE OF PROPERTY LINE

USABLE OPEN SPACE

GREEN WALL FENCE BELOW GRADE

OPEN SPACE REQUIREMENT REDUCED 50%

MAXIMUM M AXI MUM FAFAR R

FAR: 0.6

FAR: 0.85

B U I LD I N G SETBACKS BUILDING SETBACKS

20’

15’ 10’

OPEN SPACE UUSABLE SA B LE OP EN SPACE

UNRESTRICTED

WITH ZONING

OPEN SPACE REQ: 1250sf

TOOLS TRADEOFF

OPEN SPACE REQ: 625sf

ADU C A M O U F L AG I NG TO O L S M AT R I X ROOF HEIGHT

SIGHT LINES

ROOF LINE

OPENINGS ORIENTATION

GREEN WALL

SCREEN / FENCE

BELOW GRADE

WIDE SIDE YARD

TWO-FAMILY ROW HOUSE

BUILDABLE BACKYARD ONLY

L-SHAPED BUILDABLE AREA

MATERIALS

50%

37,668 / 75,843

PA RCELS WITH A DEQUATE YAR D DE P TH

On the opposing page is a map highlighting parcels with a yard depth of at least forty feet. To determine this, a box was offset forty feet from the existing primary structure in plan and at least one side of that building’s parcel boundary needed to fall outside of that zone. These lots are important to identify because they have the greatest potential for a new detached Accessory Dwelling Unit to be constructed. Ample yard depths and building setbacks are crucial in neighborhoods seeking to preserve density limits and maintain the character of the community. There are 37,668 parcels that meet this condition in Boston.

According to the Boston Redevelopment Authority’s Zoning Code, “If on one lot there are two or more dwellings (other than temporary dwellings) designed for occupancy, or occupied, by one or more families, or if on one lot there are one or more such dwellings and one or more other main buildings, such dwellings shall be located no closer to one another and to such other buildings than if, and shall be separated by yards of the same minimum depths as if, each dwelling,” [Section 22-4].

PROTOTYPE # 1

P ROTOTYP E # 2

P ROTOTY P E # 3

GREEN WALL

OPENINGS ORIENTATION

FENCE

LANDSCAPING

ROOF LINE

SITE TYPE: REAR YARD ONLY BEST TOOLS: SITE LINES MATERIALS ORIENTATION

SITE TYPE: L-SHAPED BUILDABLE AREA BEST TOOLS: FENCE ORIENTATION MATERIALS

SITE TYPE: WIDE SIDE YARD BEST TOOLS: ROOF LINE FENCE

SITE TYPE: BUILDABLE REAR YARD BEST TOOLS: LANDSCAPING SITE LINES

SITE TYPE: BUILDABLE REAR YARD BEST TOOLS: ROOF HEIGHT MATERIALS GREEN WALL

opportunity mapping + analysis / neighborhoods

JAMAICA PLAIN

accessory dwelling units

The Jamaica Plain neighborhood has the best opportunity for ADU development under current zoning laws, of the neighborhoods examined here. CURRENT ZONING - DETACHED JP has the highest percentage5.0% of parcels of any of 7.6% 7.6% the other neighborhoods examined 396 / 5,243 396 / 5,243 261 / 5,243that allow for Detached, Attic Addition, or Carve-Out style ADUs. For this reason, Jamaica Plain would likely be an ideal neighborhood for an ADU pilot program, given that a minimum of 261 parecls would be eligible with no DETACHED UNITSchanges needed. DETACHED ATTIC Attic Addition parcels meet the city and neighborhood requirements for: Unit Allowance (plus one unit), Lot Area (plus one unit), Open Space (plus one unit), and FAR (plus 250 gross sq ft). (Detached and Carve-Outs described previously).

9.3%

485 / 5,243

CARVE-OUT

JA M A I C A PL A I N NE IGH BO RH O O D

7.6%

396 / 5,243

DETACHED

5.0%

261 / 5,243

ATTIC

The Jamaica Plain neighborhood has the best opportunity for ADU development under current zoning laws, of the neighborhoods examined. Jamaica Plain has the highest percentage of parcels of any of the other neighborhoods examined that allow for Detached, Attic Addition, or Carve-Out style ADUs. For this reason, Jamaica 9.3% Plain would likely be an ideal neighborhood 485 / 5,243for an ADU pilot program, given that a minimum of 261 parcels would be eligible with no changes to current zoning needed. Detached parcels meet the city and neighborhood requirements for: Unit CARVE-OUT Allowance (plus one unit), Lot Area (plus one unit), Open Space (plus one unit and 250 sq ft building footprint), and FAR (plus 250 gross sq ft).

CONSULT

STUDIO TROIKA

1 A601

Architectural Designer

35' - 0"

1 A602

44' - 7 1/2"

38' - 0 1/4"

15' - 2 1/2"

MECH CHASES ABOVE

CORRIDOR

9' - 11 1/2"

8' - 6 1/4"

7' - 6"

41' - 1 1/2"

A41

261 SF

371 SF

106

38 SF

Having experience primarily in residential architecture, my expertise was applied to the additions of two residences in Maine for long-standing clients of our office. I executed all of the drawings for these projects, with oversight from the Principal Architect, provided design options for the client to consider, and drew 3D renderings of each design.

A41

115

OFFICE

7' - 6 3/4"

120

220 SF

A41

KITCHEN

53 SF

125

10' - 1 1/4"

REVISION

# DESCR

119

90 SF

239 SF

HVAC

R+D

MENS

122

164 SF

R+D

2748 SF

7' - 11 1/2"

JAN

R+D DISPLAY

118

185 SF

R+D

124

121

266 SF

NOTES

386 SF

R+D

123

6' - 6 3/4"

PHONE

6' - 6 3/4"

44 SF

102

CONFERENCE

117

103

105

STAMP

MECH

4' - 4"

158 SF

14' - 5"

18" min

WOMENS

7' - 7 1/2"

OPEN OFFICE

ADA PHONE CONFERENCE

CONF.

A41

116

115

A41

5' - 4 1/4"

MECH

6' - 1 1/2"

100

3' - 0"

100C

RECEPTION

001

9' - 4"

ENTRY

A41

OFFICE

8' - 4 3/4"

NETWORK

A41

MECH

A41B

58' - 4 3/4"

90 SF

104

7' - 3"

17' - 3"

3' - 6" A41

104

19 SF

A41B

4' - 0"

STORAGE

100B

A41B

114

A41

117

10' - 7 1/4"

12' - 5"

116

11' - 11 3/4"

4' - 4"

A40 A41B

A41

124

100A

170 SF

111

8' - 6"

32' - 5"

A41

19' - 0 3/4"

101

While working as a Designer at Studio Troika, I was responsible for design and drawing development on several projects. I managed some of my own projects directly, under one of the Partners, and worked alongside a Project Manager to help develop the drawing sets for others.

108

A40

114

990 SF

11' - 6"

101B

109 SF

24' - 8 1/4"

REMOVABLE LOADING RAMP PROVIDED BY OTHERS

A40

126

A40

980 SF

112

111

134 SF

A40

NEW ELEC. MACHINE SHOP

PRODUCTION

CHEM ROOM A40

109

A40

107

A40

GOWNING

109A

A40B

113

112

109B

108

567 SF

A40

7" x 7" ENCLOSED COLUMNS

95 SF

A40

CLEAN AREA A40B

A41

113 A41

HWH

ELECTRICAL

TESTING

110

187 SF

11' - 7"

A40

127

A40

CLASS 1K CLEAN ROOM

A40B

110

107

321 SF

11' - 3 1/4"

UTILITY ROOM/CHASE

14' - 0 1/4"

Maine Residence, Renovation + Addition Design Maine Residence, Addition Design Biotech Office, Interior Fit-out, DDs Dental Office, Interior Fit-out, CDs Home Boxing Gym, Conceptual Design

POSITION : PROJECTS :

1 A600

167 SF

PROJECT TITL

PEND TECH

5' - 10 1/2"

150 CO WATER PHASE

DD R

CONSULTANTS CONSULT

PARTITION PLAN 1/8" = 1'-0"

DRAWING TITL

FIRST PART

HATCH LEGEND

10 NOT IN SCOPE 10

PROJEC

DATE9

DRAWN

LT-7

LT7

LT-7

LT5

LT-7

C EX1

EX1 EX1

LT4 109 LT5 109 8' - 10" LT5 LT5 ACT-2 ACT-2

EX1

LOADING LOADING EX1 EX1

101 EXP-1 EX1

LT4

101 EXP-1

EX1 EX1

EX1 ACT-1

EX1

EX1 8' - 10"

LT-7

LT6

LT-7 LT6

LT5LT6109

LT6

EX1

EX1 LOADING

101 EX1 EXP-1

ACT-1 EX1

EX1 EX1 EX1 ACT-1

EX1

ACT-1

EX1

ENTRY

001

EX1 EX1

EX1

B RECEPTION RECEPTION

EXISTING EXISTING CEILING CEILING TO REMAIN TO REMAIN

EX1

EXISTING CEILING TO REMAIN

100

100 EX1 ACT-1

EX1

ACT-1 EX1

EX1

EX1 EX1

EX1

104 EX1 EX1 EXP-1

EX1

ENTRY MECH 001 MECH

EX1

EX1EX1

EX1

LT1 EX1 LT1

CONFERENCE CONFERENCE

102 ACT-1 EX1

EX1

LT1

LT1 LT1 EX1

EX1

MECH

106 ACT-1

EX1

EX1 EX1

EX1

115 EXP-1

EX1 EX1

EX1

11' - 6"

LT3

EX1 100 WOMENSWOMENS EX1 EX1 ACT-1 EX1

EX1 EX1

EX1

EX1 EX1

EX1

EX1 EX1

EX1 MENS

EX1EX1

EX1EX1 EX1

EX1

CONFERENCE EX1 EX1

102 ACT-1 EX1

EX1 EX1

LT1 EX1

EX1 ACT-1 EX1

EX1 EX1 PHONE

EX1

EX1 EX1

EX1

106 ACT-1

LT6

LT6 LT6

LT6

LT6 LT6

NEW ELEC

LT6

11' - 6"

EX1

EX1 MECH

MECH

LT3

LT6

LT6 EX1 EX1

MACHINE SHOP 114 ACT-1

LT6

STAMP LT6STAMP

LT6

EX2 EX1

EX2

EX2 EX1

EX2

EX1

117 EX1

EXP-1

EX1

JAN

CONF.

CONFERENCE FIXTURES, EX1, FOROFFICE CONFERENCE OFFICE NEW118 CEILING 118 119 EX1 119 EX1 EX1 EX1 NETWORK EX1EX1 EX1 EX1 EX1 ACT-1 ACT-1 ACT-1 115ACT-1

LT2

JAN

EX1

ACT-1 EX1

EX1

LT6

CORRIDOR EX2

EX2

LT1

LT2 LT2 R+D DISPLAY R+D DISPLAY 8' - 10" OFFICE 120 120 EX1 EX1 EX1 116 EX1ACT-1ACT-1 LT1 ACT-1 LT2 LT2

EX2

REVISIONS REVISION

CONFERENCE 118 ACT-1

EX1

OFFICE

# DESCRIPTIO # DESCR 119 EX1 ACT-1

EX1

EX1 EX1 11' - 6"

LT3

EX1

CORRIDOR CORRIDOR EX1 EX1

EX1

R+D EX1

EX1

R+D EX1 EX1

EX1

EX1 EX1

EX1

EX1 R+D

123 123 EX1 ACT-1 ACT-1 EX1

EX1 EX1

R+D

EX1 EX1 EX1 EX1

EX1

EX1 EX1

EX1

121 EX1 EX1 ACT-1ACT-1

EX1 121

EX1

122 ACT-1

R+D

EX1

R+D R+D

R+D

CORRIDOR

EX1

125 ACT-1

R+D EX1 EX1 MENS EX1

122 122 R+D ACT-1 ACT-1

124 ACT-1 ACT-1

124 EX1

EX1

CL HVACHVAC KITCHEN EX1

EX1 EX1

EX1

125 ACT-1 ACT-1

EX1

EX1 EX1

LT3

EX1 125

EX1

EX1 EX1

EX1

KITCHEN KITCHEN

WOMENS EX1 EX1 EX1

103 ACT-1 EX1

LT6 LT6

LT6

REUSE EXISTING LIGHT

EX1 LT2

8' - 10" 8' - 10"

EX1

MECH

EX1

OPEN OFFICE EX1 EX1

LT1 LT1 LT2 LT2

EX1 116 116 STORAGE LT1 ACT-1 ACT-1 LT2 LT1 LT2 LT2 104 EX1 EX1 EXP-1

MENS

EX1

105 LT1 LT1

112 ACT-2

LT6 LT6

ELECTRICAL EX2

LT3

ACT-1

OFFICEOFFICE

MECH

RECEPTION

LT3 LT3

PRODUCTION LT6

LT6 LT6

LT6

CONF. CONF. CORRIDOR CORRIDOR 117 117 EX2 EX2 EX2 EX2 ACT-1 EX1 ACT-1

EX1

114 LT6 LT6 8' -ACT-1 10"

LT6

DEDUCT ALT: ACT-1

EX1LT2

115 EXP-1

124 ACT-1

EX1 EX1 NOTESNOTES

EX1

R+D 123 ACT-1

EX1

THIS DOCUME THIS DOCUMENT, AS SOLE PROPER SOLE PROPERTY OF EX1 FOR OTHER FOR OP OWNEROWNER THIS PROJECT THIS PROJECT BY OT DISTRIBUTION DISTRIBUTION IN CON BE CONST NOT BENOT CONSTRUED THE DESIGNER THE DESIGNER'S RIG NOT FOR CON EX1 NOT FOR CONSTRUC CONSTRUCTIO CONSTRUCTION DOC FIELD. ©2015, S FIELD. ©2015, STUDIO

PROJECT TITL PROJECT TITLE

PEND PENDAR TECH TECHNO

COO 150 150 COOLID WATER WATERTOW PHASE

PHASE

R DDDD Rev

RCP RCP 1 1/8" = 1'-0" 1/8" = 1'-0"

RCP 1/8" = 1'-0"

DRAWING TITL DRAWING TITLE

CEILING HATCH LEGEND CEILING HATCH LEGEND EXISTING CEILING TO REMAIN EXISTING CEILING TO REMAIN NEW CEILING NEW CEILING EXPOSED CEILING EXPOSED CEILING

PAG E 1 6

EX1

114 LT6ACT-1

LT6 LT6

LT6

EX1

ADA PHONE

105 OPEN OFFICE 105 OPEN OFFICE ACT-1 EX1 ACT-1 EX1 EX1 EX1103 EX1 103 ACT-1 ACT-1

EX1 EX1 EX1 LT1 PHONE PHONE

EX1

LT3

ADA PHONE ADA PHONE EX1

EX1 EX1

EX1 NETWORK EX1 EX1 NETWORK EX1

104 EX1EX1 EX1 EXP-1

MECHLT3

EX1

EX1 EX1

LT6

SHOP 11' - MACHINE 6" MACHINE SHOP LT6 LT6

LT6

LT6 LT6

LT6

LT7

ACT-1

REUSEREUSE EXISTING LIGHT LIGHT EXISTING EX1 FIXTURES, EX1, FOR FIXTURES, EX1, FOR 8' - 10" NEW CEILING NEW CEILING

EX1

111 ACT-2

LT6 8' - 10"

ACT-1

STORAGESTORAGE

LT7

LT5 LT6

ACT-2

EX1

EX1EX1

11' - 6"

CHEM ROOM LT6

NEW ELEC.

LT3 LT6 LT6

LT6

HWH LT6HWH EX2

LT6 NEW ELEC.

113 ACT-1 LT6

LT8

PRODUCTION PRODUCTION LT68' - 10" 112 LT6 LT6 112 ACT-2 LT5 LT5 ACT-2 8' - 10" DEDUCT ALT: ACT-1 DEDUCT ALT: ACT-1 GOWNING

ELECTRICALLT6 ELECTRICAL

LT6

TESTING LT6

8' - 10"

LT6

LT-7 LT6

LT6

LT8

110 ACT-2 LT6 LT6 LT5 LT5 9' - 3 1/2"

LT6

LT-7

ACT-2

LT-7

CLASS 1K CLEAN LT6 ROOM LT6

LT6

LT-7

8' - 10"LT6

LT6

LT6 CLEAN AREA LT6 108 8' - 10"

LT7

8' - 10"

LT6

LT8

CHEM ROOM CHEM ROOM 8' - 10" 8' - 10" 111 LT5 LT5 111 LT5 LT5 ACT-2 LT7 LT7 ACT-2 GOWNING GOWNING

CLEAN AREA CLEAN AREA 108 108 ACT-2 ACT-2

LT4

LT8

18"

LT-7

LT5 LT5 LT5 LT5 9' - 3 1/2" 9' - 3 1/2"

Scale

LT4

LT-7

LT4

CLASS 1K CLEAN LT6 CLASS 1K CLEANLT8 107 TESTING ROOM LT8 LT4 LT4 TESTING LT4 ROOM EXP-1 113 110 113 110 8' - 10" ACT-1 ACT-2 8' - 10" ACT-1 ACT-2

LT-7

8' - 10"

LT-7

LT4

8' - 10" LT4

UTILITY ROOM/CHASE

18"

UTILITY ROOM/CHASE UTILITY ROOM/CHASE 107 LT4 LT4 LT4 107 EXP-1 LT4 LT4 EXP-1

18"

REUSE EXISTING REUSE EXISTING LIGHT FIXTURES LIGHT FIXTURES

VINYL FACED

Additionally, the office has a strong relationship with an up-and-coming boxing gym business. We helped to create conceptual renderings, mockups, and animations for various business ventures, including an idea for a home boxing gym. I put together a package that illustrates this kit-of-parts for the client to use to gauge interest and secure funding.

CHECK

VINYL FACED VINYL FACED

Studio Troika also has many commercial office clients. I helped develop drawings sets to CDs for several interior fit-outs, among them a Biotech Office, and a Dental Office. The Biotech Office required a lot of research and client input, in order to properly accommodate the specialized equipment required. Additionally, the mechanical, electrical, and plumbing requirements were a particularly complex coordination effort, which I helped to manage. For the Dental Office, my team designed several custom features to provide a unique environment for the pediatric patients. This included a custom sink which utilized dental equipment in creative ways, and a child-friendly, interactive waiting area.

NOT IN SCOPE NOT IN SCOPE

LIGHTING FIXTURE SCHEDULE CEILING HATCH LEGEND LIGHTING FIXTURE SCHEDULE Type Type Mark EXISTING CEILING Description CountTO REMAIN Mark Description Count EBU EX1 EX2 LT1 LT2 LT3 LT4 LT5 LT6 LT7 LT8 LT-7

EBU Emergency Battery Unit 33 NEW33 CEILING Emergency Battery Unit EX1 Existing Light Fixture 91 Existing Light Fixture 91 EX2 5 5 LT1 Sapphire 4" LED Downlight 6 EXPOSED CEILING Sapphire 4" LED Downlight 6 LT2 Xtralight 2x2 Recessed LED 6 Xtralight 2x2 Recessed LED 6 LT3 Xtralight LED Linear Strip 5 Xtralight LED Linear Strip 5 NOTLED IN SCOPE LT4 Xtralight 4' Vapor Tight Enclosure 5 Xtralight 4' Vapor LT5 Kurtzon 2x2Tight LED Enclosure Lensed LED 5 10 Kurtzon 2x2 LED Lensed 10 LT6 Xtralight 2x4 Recessed Lens LED 26 Xtralight 2x4 Recessed 26 2 LT7 Simkar Tyled 2x4 Lens LED LED SimkarXtralight Tyled 2x4 LT8 2x2LED Recessed Lens LED 2 2 Xtralight Recessed LensLens, LED (2)F28T5 2 LT-7 2x42x2 TG8 Troffer w/19 7 2x4 TG8 Troffer w/19 Lens, (2)F28T5 7 Lamps Lamps

CEILI CEILING

LIGHTING SCHEDULE LIGHTING SCHEDULE LIGHTING FIXTURE SCHEDULE

Type Mark EBU EX1 EX2 LT1 LT2 LT3 LT4 LT5 LT6 LT7 LT8 LT-7

PROJEC PROJECT N Count DATE DATE DRAWN 91 DRAWN BY CHECK LT2 5 CHECKED LT7 Sapphire 4" LED Downlight 6 LT7 LT3 LT3 Recessed LED Xtralight 2x2 6 Xtralight LED Linear Strip LT4 LT8 5 Xtralight 4'LT4 Vapor Tight EnclosureLT8 LED 5 Scale Kurtzon 2x2 LED Lensed 10 Scale Xtralight 2x4 Recessed Lens LED 26 Simkar Tyled 2x4 LED 2 Xtralight 2x2 Recessed Lens LED 2 2x4 TG8 Troffer w/19 Lens, (2)F28T5 7 Lamps EX1

EX1

Description

LT5

LT1

LT1Battery Unit Emergency Existing Light LT2 Fixture

LT6

LT5

LT6 33

150 COOLIDGE AVENUE, FLOOR 1, WATERTOWN, MA 02472 DRAWING LIST 100%

ACOUSTICAL SEALANT CONTINUOUS ON BOTH SIDES, STUFF FLUTES OF DECKING W/ ACOUSTIC INSULATION. ANCHOR TO DECK AS REQ'D

Sheet Name

2016.01-29 DD

Sheet Number

DD UNDERSIDE OF DECK AND INFILL FLUTES IN DECK

PARTITION PER SCHEDULE SITE PLAN CONTROL ZONES

A100 A110

CEILING AS SPECIFIED

ARCHITECTURAL A000 COVER A002 ABBREVIATIONS AND LEGENDS A003 LIFE SAFETY PLANS A004 SPECIFICATIONS A005 CODE SUMMARY CONTINUOUS BLOCKING A040 DEMOLITION PLAN A060 DEMOLITION CEILING PLAN A101 FIRST FLOOR PARTITION PLAN A102 SECOND FLOOR PARTITION PLAN A120 FURNITURE PLAN1"X 1" BRUSHED ALUMINUM CHANNEL A160 FINISH PLAN CONT. SILICONE SEALANT A400 CEILING PLAN TOP - BLACK A600 ENLARGED PLAN - CLEAN AREA TYPE G= 3/8" TEMPERED GLASS PANEL A601 ENLARGED PLAN W/ - PRODUCTION AND TESTING POLISHED EDGES G1= 3/8" TEMPERED SINGLE SIDED A602 ENLARGED PLAN -TYPE WORKSHOP ACID ETCHED GLASS PANEL WITH A603 INTERIOR ELEVATIONS POLISHED EDGES A700 TYPICAL DETAILS1"X 1" BRUSHED ALUMINUM CHANNEL A800 DOOR SCHEDULE & TYPES CONT. SILICONE SEALANT A801 WALL TYPES ANDTOP SCHEDULE - BLACK A810 FINISH LEGEND

HEAD

SILL

■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

CONTINUOUS BLOCKING

CONSULTANTS

ACOUSTIC CEILING TILE SCHEDULED PARTITION

SCHEDULED PARTITION ACOUSTIC CEILING TILE 0' - 0 1/2"

SOLID WOOD BLOCKING

0' - 0 1/2"

WALL TYPE G1 ELECTRICAL 1 1/2" = 1'-0"

SOLID WOOD BLOCKING

E-1 E-2

SOLID WOOD BLOCKING

G1 109A

111

0' - 4"

0' - 2" G1

H.M. FRAME, PAINTED

CORNERBEAD SOLID CORE DOOR

PLUMBING H.M. FRAME, PAINTED PLUMBING GENERAL NOTES, LEGEND, AND FIXTURE SCHEDULE SOLID CORE DOOR 244 SF WINDOW GLAZING CRAWL SPACE WASTE AND VENT PIPING PLAN P-3 FIRST FLOOR WASTE AND VENT PIPING PLAN P-4 FIRST FLOOR WATER AND GAS PIPING PLAN DETAIL AT DOOR HEAD AT DOOR JAMB FLOOR WASTE AND VENT PIPING PART PLAN A 6 FIRST 5 P-5DETAIL 3" = 1'-0" P-63" = 1'-0" FIRST FLOOR WASTE AND VENT PIPING PART PLAN B P-7 FIRST FLOOR WATER AND GAS PIPING PART PLAN A P-8 FIRST FLOOR WATER AND GAS PIPING PART PLAN B REVISIONS SECOND FLOOR PLUMBING PLAN P-9 P-10 ROOFTOP PLUMBING PLAN # DESCRIPTION DATE

GLASS DOOR, SEE P-1 ELEVATION AND DOOR SCHEDULE FOR SIZES AND LAMINATED GLASS @ MACHINE SHOP GLAZING TYPE P-2

DETAIL AT GLASS AT DOOR HEADDOOR JAMB 6 7DETAIL = 1'-0" 3" = 3" 1'-0"

0' - 0 1/2"

INTERIOR ELEVATION NEW ACT CEILING, AS3/16" SPECIFIED = 1'-0"

@ RECEPTION - 2 TYP.

GWB SOFFIT

TYP. SEE WALL TYPES FOR DETAILS H.M. FRAME, PAINTED

CONCEALED DOOR PIVOT HINGE/CLOSER BOTTOM OF ACT, CORNERBEAD SEE RCP FOR DETAILS

0' - 0 1/2"ACOUSTICAL SOLID WOOD BLOCKING FILLER COMPRESSIBLE (NEOPRENE OR EQUIV.) 0' - 0 1/2" VCT

0' - 0 1/2" CARPET

BOTTOM OF ACT, CORNERBEAD SOLID CORE DOOR SEE RCP FOR DETAILS COVED AT VCT AND STRAIGHT AT CARPET

GLASS DOOR, SEE ELEVATION AND DOOR SCHEDULE FOR SIZES AND GLAZING TYPE

DETAIL AT DROPPED SOFFIT JAMB DETAIL DETAIL ATTO GLASS ATWINDOW DOOR DOOR HEAD JAMB 4 WALL 36DETAIL 3" = =1'-0" 1/2" 1'-0" 3" =13" 1'-0" = 1'-0"

SEE WALL TYPES FOR DETAILS H.M. FRAME, PAINTED

H.M. FRAME, PAINTED

NOTES

COVED AT VCT AND H.M. STONE FRAME,IN PAINTED EPOXY STRAIGHT AT CARPET LEVELING / SETTING BED SERVICE, IS THE

THIS DOCUMENT, AS AN INSTRUMENT OF SOLE PROPERTY OF STUDIO TROIKA. ITS USE BY THE OWNER FOR OTHER PROJECTS OR FOR COMPLETION OF THIS PROJECT BY OTHERS IS STRICTLY FORBIDDEN. DISTRIBUTION IN CONNECTION WITH THIS PROJECT SHALL NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE DESIGNER'S RIGHTS. FOR DESIGN PURPOSES ONLY & NOT FOR CONSTRUCTION, UNLESS LABELED 100% CONSTRUCTION DOCUMENTS. VERIFY ALL DIMENSIONS IN FIELD. ©2015, STUDIO TROIKA.

SOLID CORE DOOR

WALL TODETAIL WINDOW JAMB DETAIL BASE DETAIL DETAIL AT ATDOOR DOOR JAMB HEAD 3VINYL 2 1/2" = 1'-0" 3"1'-0" =1 1'-0" 3"3"= =1'-0"

STAMP

■ ■ ■ ■ ■ ■ ■ ■ ■

NOT

THIS SOL OW THIS DIST NOT THE NOT CON FIEL

PRO

P T

REVISI

15 W

# DES STAMP

PHA

DRA

SOLID CORE DOOR SIM. DETAIL AT COLUMN

SIM. DETAIL AT COLUMN

GLASS DOOR, SEE GLASS DOOR, SEE AND DOOR ELEVATION ELEVATIONS AND DOOR SCHEDULE FOR SIZES AND SCHEDULE FOR GLASS GLAZING TYPE TYPE

DETAIL ATAT DROPPED SOFFIT DETAIL AT GLASS GLASS DOORDOOR HEADJAMB 4DETAIL 7 =3"1'-0" = 1'-0" 3" 3" = 1'-0"

0' - 0 1/2"

CONSULTA

■

FIRE PROTECTION SCHEDULED PARTITION SP-1 FIRST FLOOR SPRINKLER PLAN, GENERAL NOTES, ■ VINYL BASE AND LEGEND SOLID WOOD BLOCKING FA-1 FIRE ALARM NOTES AND SCHEMATIC ■ FA-2 FIRST FIRE ALARM PLAN 0' - 0 1/2" 0' - 0FLOOR 1/2" 1/8" BRUSHED ZINC TO BE SET ■ CARPET VCT FA-3 SECONDCARPET FLOOR FIRE ALARM PLANUNDER STONE ■ TYP.

EXISTING AL. WINDOW SYSTEM ACOUSTIC CEILING TILE SCHEDULED PARTITION ACOUSTICAL SEALANT

VINYL BASE

ACOUSTICAL SEALANT 0' - 0 1/2" SOLID WOOD BLOCKING ACOUSTICAL COMPRESSIBLE FILLER (NEOPRENE OR EQUIV.) NEW ACT CEILING, AS SPECIFIED

0' - 0 1/2"

INTERIOR ELEVATION @ RECEPTION - 1 3/16" =TYP. 1'-0" 0' - 4"

EXISTINGSCHEDULED AL. WINDOWPARTITION SYSTEMTILE ACOUSTIC CEILING CORNERBEAD

3 5/8" STEEL STUD, TYP.

TRUE NORTH

FLOORING TRANSITION - CARPET TO VINYLJAMB BASE DETAIL STONE 2AT DOOR 1DETAIL : 1 TITLE 3" = 1'-0" 3"PROJECT =1 1'-0"

PENDAR TECHNOLOGIES

150 COOLIDGE AVENUE, FLOOR 1 WATERTOWN, MA 02472

SOLID CORE DOORAS REQ'D. LEVELLASTIC

0' - 0 1/4"

16'

SOLID WOOD BLOCKING

0' - 0 1/4"

ACOUSTIC CEILING TILE SCHEDULED PARTITION 8' CORNERBEAD

SCHEDULED PARTITION

5/8" GWB, TYP. SOLID WOOD BLOCKING

0' - 0 1/4"

SCHEDULED PARTITION

0' - 4"

0' - 4" 0' - 2"

3' - 6"

3 5/8" STEEL STUD, TYP.

0' - 4"

SOLID WOOD BLOCKING 5/8" GWB, TYP.

0' - 2" 0' - 2"

3' - 6"

CL SCHEDULED PARTITION

0' - 4"

DETAIL GLASS DOOR HEAD DETAIL ATAT GLASS DOOR JAMB = 1'-0" 3" 3" = 1'-0" PF

3" = 1'-0"

0' - 2"

INTERIOR ELEVATION 3/16" = 1'-0"AT GLASS DOOR HEAD DETAIL

0' - 4"

SITE

0' - 0 1/4"

TYP.

GLASS DOOR, SEE GLASS DOOR, SEE ELEVATION AND DOOR ELEVATIONS AND DOOR SCHEDULE FOR SIZES AND SCHEDULE FOR GLASS GLAZING TYPE TYPE

SOLID CORE DOOR

STAMP

KEY PLAN

SOLID WOOD BLOCKING

ACOUSTIC CEILING TILE ■ GENERAL ELECTRICAL NOTES AND LEGEND SCHEDULED PARTITION ELECTRIC ROOM ELEVATION AND ONE-LINE ■ 0' - 0 1/2" SOLID WOOD BLOCKING DIAGRAMS 0' - 0 1/2" FIRST FLOOR POWER PLAN0' - 0 1/2" ■ 0' - 0 1/2" ENLARGED CLEAN AREA POWER PLAN ■ ENLARGED PRODUCTION ROOM POWER PLAN ■ H.M. FRAME, PAINTED ENLARGED MACHINE SHOP POWER PLAN ■ G2 LIGHTING PLAN ■ 114

E-3 E-4TYP. E-5 E-6 E-7

TYP.

CONCEALED DOOR PIVOT HINGE/CLOSER CORNERBEAD 112

GLASS DOOR, SEE ELEVATIONS AND DOOR SCHEDULE FOR GLASS TYPE

9' - 0 1/4"

TYP.

GWB SOFFIT

TYP.

3' - 6"

CONCEALED DOOR PIVOT HINGE/CLOSER 3' - 6"

108

TYP.

GWB SOFFIT G1

0' - 4"

1' - 8"

LOCUS MAP

CONSU

0' - 10"

ACOUSTIC CEILING TILE

SCHEDULED PARTITION

0' - 2"

SOLID WOOD BLOCKING

0' - 4"

SCHEDULED PARTITION

SOLID WOOD BLOCKING

0' - 2"

SCHEDULED PARTITION

MECHANICAL PARTITION PER SCHEDULE M-1 HVAC GENERAL NOTES AND EQUIPMENT ■ SCHEDULES SCHED. BASE M-2 FIRST FLOOR HVAC PLAN ■ M-3 FIRST FLOOR HVAC PARTIAL PLAN A ■ SCHED. FLOORING MATERIAL M-4 FIRST FLOOR HVAC PARTIAL PLAN B ■ M-5 SECOND FLOOR HVAC PLAN ■ M-6 SECOND FLOOR HVAC PLAN ■ M-7 MAKEUP AIR UNIT SPECIFICATIONS ■ SCHEDULED PARTITION M-8 MAKEUP AIR UNIT WIRING DIAGRAM ■

DA REVISIONS NOTES

DR SOLE PRO # DESCRIP

THIS DOCU

OWNER FO THIS PROJ DISTRIBUT NOT BE CO THE DESIG NOT FOR C CONSTRU FIELD. ©20

PROJECT

Sc PEN TEC

150 C WATE

EBF @ HOME

WORKING - PHASE 1 - EXPLODED AXON

WORKING - PHASE 2 - EXPLODED AXON

A102

WORKING - PHASE 3 - EXPLODED AXON

A703

A703 4' - 0 1/2"

0' - 9"

1' - 4"

2 2 12' - 11"

MIRROR

SHELVING

MIRRORS ON WALL-MOUNTED FLEX ARMS

4' - 7 1/2"

1' - 9"

5' - 2"

WINDOW

0' - 9"

7' - 6"

4' - 7"

MIRROR

7' - 6"

SHELVING

CUSPIDOR FAUCETS SHELVING

6' - 7"

MIRROR

2' - 4"

2' - 11"

1' - 4 1/2" 1' - 4 1/2"

0' - 1 1/2"

BRUSHING STATION 1

0' - 1 1/2"

1 A703

1' - 4 1/2"

0' - 1 1/2"

CUSTOM KRION COUNTERTOP

SHELVING

1' - 4 1/2"

0' - 1 1/2"

C A603

A41

ELEVATION - BRUSHING STATION 1 1/2" = 1'-0"

PLAN - BRUSHING STATION 1 1/2" = 1'-0"

18 A42

A601

RECEPTION 1/2" = 1'-0"

CHECK-OUT INTERIOR 1/2" = 1'-0"

ENTRANCE RECEPTION 1/2" = 1'-0"

A601 3

10' - 1"

FIXED 3/8" TEMPERED GLAZING

10' - 0"

2 A701

CONT. ACOUSTIC SILICONE SEALANT @ BOTTOM - CLEAR

0' - 3"

STATIONARY GLASS PANEL SS-1

1 A703

SS-1

CR LAURENCE D604A ALUMINUM CHANNEL OR EQUAL

SS-1 COUNTER AND EDGES

5 A600 3/4" PAINTED WOOD SS-1 1/2" REVEAL 6

D610 SHOE

D650 WHEELS

0' - 9"

1/2" FIRE RATED PLYWOOD BLOCKING, CONTINUOUS

SS-1

SS-1 COUNTER

G1 SS-1

D592 LOWER RAIL

3/8" PAINTED WOOD

SLIDING SS-1 GLASS PANEL

SLIDING GLASS PANEL A601

SS-1

3/8" TEMPERED GLASS (CLEAR)

STAINLES TRACK, GLAZ FIXED W/ SI

0' - 4"

A41

2' - 3"

CONT. ACOUSTIC 2 SILICONE SEALANT @ BOTTOM - CLEAR

8' - 0"

0' - 3"

A702

2' - 3"

2' - 6"

6' - 8 1/4"

SS-1

3 FIXED PANEL

10' - 5"

SS-1

5' - 6"

5 SS-1

8' - 0"

2' - 5"

4' - 2"

D652 GUIDES

0' - 0 3/4" 0' - 0 3/8"

A601

STATIONARY GLASS PANEL

SS-1 COUNTER AND EDGES

NOTE: G1 ALL SLIDING DOOR HARDWARE BY CR LAURENCE

0' - 3"

4' - 2"

0' - 3"

SLIDING GLASS PANEL

A703

BLOCKING

STATIONARY GLASS PANEL

9/16" T&G THAI TEAK PANELING

CONSULT 3' - 3"

SLIDING GLASS PANEL

CR LAURENCE D604A ALUMINUM CHANNEL OR 1' - 3" EQUAL

0' - 3"

10' - 0"

3' - 4"

A41

7' - 6"

D613 UPPER TRACK

1' - 2"

1' - 4"

5/8" GWB, TYP.

SS-1

0' - 9"

KID'S ZONE

MAIN ENTRANCE

1' - 6 1/4"

SECTION - WAITING ROOM 1/2" = 1'-0"

0' - 2 1/2"

0' - 4"

CHECK-IN INTERIOR 1/2" = 1'-0"

11' - 7"

1/2" PLYWOOD BLOCKING, CONTINUOUS

3' - 6"

SS-1

A42

SS-1

3 5/8" METAL STUDS

3 5/8" METAL STUDS W/ BATT INSULATION

0' - 9"

RECEPTION

SS-1

WAITING AREA 0' - 2 1/4" CL OF TRACK

A601

RECEPTION

9/16" T&G THAI TEAK PANELING

STAFF KITCHENETTE

CHECK-OUT INTERIOR 1/2" = 1'-0"

3 5/8" METAL1/2" STUDS BATT INSULATION =W/ 1'-0"

EXIT MAIN WALL INTERIOR

1/2" =WRITING 1'-0" SECTION @ CHECK COUNTER GLASS 3" = 1'-0" 0' - 1 1/2"

CHECK WRIT 2' - 6"

0' - 3"

3' - 4 7/8"

SS-1

5/8" GWB

0' - 10"

10' - 0"

2' - 6"

SLIDING GLASS DETAILS 6" = 1'-0"

VIF

2' - 5" 3' - 6"

4' - 7 3/4"

HAFELE WORK SURF F MODEL 287.74.307 FO STAMP OVER MODEL 287.74.304 FOR C AND UN

1/2" FIRE RAT BLOCKING,

1' - 4"

SS-1 COUNTER AND EDGES

CHECK OUT HALL

WAITING

1 A702

0' - 4"

FURR 5/8" GWB TO ALIGN FACE WITH WOOD PANELING

VIF

3 5/8" METAL STUDS W/ BATT INSULATION

5/8" GWB

7' - 6"

7' - 10"

SECTION @ RECEPTION COUNTER 1 1/2" = 1'-0"

8' - 0"

1/2" REVEAL @ FLOOR, PLYWD TO BE PAINTED BLACK

7' - 10"

SECTION @ CHECK WRIT 1 1/2" = 1'-0" REVISION

# DESCR SS-1

3 5/8" METAL STUDS W/ BATT INSULATION

SS-1

DESIGN DD REVI CONSTR

KID'S ZONE

5/8" GWB

ALIGN

9/16" T&G THAI TEAK PANELING

7' - 6"

BLOCKING FOR BRACKET AS NEEDED

RECEPTION

HAFELE WORK SURFACE BRACKET FOR COUNTER. MODEL 287.74.307 FOR COUNTERS OVER 18" IN DEPTH. MODEL 287.74.304 FOR COUNTERS 18" AND UNDER IN DEPTH

1/2" FIRE RATED PLYWOOD BLOCKING, CONTINUOUS

CHECK IN HALL

1/2" REVE PLYWD TO BE PA

SLIDING GLASS PANEL

NOTES

1/2" PLYWOOD BLOCKING, CONTINUOUS

CHECK-IN INTERIOR 1/2" = 1'-0"

9/16" T&G THAI TEAK PANELING

DETAIL @ WALL TO WOOD PANELING TRANSITION 3" = 1'-0"

PROJECT TIT

8' - 0"

SECTION - WAITING AND RECEPTION 1/2" = 1'-0"

RECEPTION 2' - 6"

WAITING

2' - 6"

ORTHO. HALL

0' - 3"

STAFF KITCHENETTE

0' - 1 1/2"

STAINLESS STEEL GLAZING TRACKS FOR SLIDING GLASS DOORS

2' - 3"

SLIDING GLASS DOORS

0' - 3"

2' - 3"

VIF - REFER TO PLAN FIXED PANEL

3 5/8" METAL STUDS W/ BAT

8' - 0"

0' - 0 3/4"

G1 .

2' - 5 1/4"

2' - 9"

4' - 2"

0' - 3"

SLIDING GLASS PANEL

2' - 6"

6' - 8"

STATIONARY GLASS PANEL

9/16" T&G THAI TE

A41

7' - 6"

4' - 2"

8' - 0"

7' - 6"

TELEVISION

8' - 0"

PDA

955 Ma Winche PHASE

CON DOC HALL

SECTION - CHECK OUT 1/2" = 1'-0"

CHECK-OUT

WAITING

SECTION - CHECK IN 1/2" = 1'-0"

CHECK-IN

HALL

DRAWING TIT

SECT

PROJE DATE

R I S D N E X T- U S E B U I L D I N G SITE : Rhode Island School of Design, Providence, RI PROGRAM : Campus Multi-Use Building SOLUTION : The premise of this project was the idea

that a building could be sustainable in two primary ways: by using sustainable building techniques and system design, but also by designing the building such that a change in program would not mean its demise. The consideration of the â&#x20AC;&#x153;next-useâ&#x20AC;? of the building in the initial design would ensure its sustainability. We began by designing a prototype that would encompass an exploration of a structural system, envelope, MEP system, and landscape/siting techniques. We selected the space frame as the primary structural system. The steel space frame provides the convenience and flexibility of a modular system, and also provides an interstitial space to house mechanical systems. The space frame would serve as both the wall and roof structure. As the project developed, we were provided with a way to test this prototype on a site on the RISD campus in Providence, RI. Utilizing environmental analysis software and other analyses of the site, the project was developed to respond to orientation, existing building fabric, and existing infrastructure. Further sustainable design techniques were used to respond to the climate and orientation of the building, that were not be sufficiently addressed with simply the space frame and curtain wall system of the prototype. We elected to maintain the natural topography, so the massing of the building shifted to accommodate changes in elevation and to avoid the uprooting of two, large, old-growth trees on the site. These shifts create a floor plan that is a combination of large open spaces and more discrete spaces that allow for a variety of programs to exist concurrently. This exercise resulted in a building that responded to the site in a sustainable and aesthetic way, and provided a specific yet flexible space that would accommodate various uses over time. This project was completed as part of a partnership. PAG E 2 0

40 km/ h 315°

45°

HOT AIR RELEASED THROUGH ROOF VENTS

30 km/ h 300°

60°

20 km/ h

285°

75°

10 km/ h

6 am

W EST

7 am

E AS T

WSW 255°

STACK EFFECT IN WALL CAVITY

105°

240°

8 am

120°

225°

135°

210°

195°

150°

9 am

165°

S OUT H

MECHANICAL VENTILATION ABOVE WOOD CEILING SCREEN PREVAILING WINDS :: SUMMER

10 am

11 am

12 pm

METAL ROOF ENCLOSURE 1 pm

2 pm

3 pm

4 pm

6 pm

MECHANICAL VENTILATION SYSTEM

NATURAL VENTILATION VIA FACADE OPERABILITY [SOUTH-NORTH]

5 pm

TROMBE WALL MECHANICAL CHASE

S O LAR O RIE N TAT IO N DIRECT SOUTHERN LIGHT 5’-0” DIFFUSED THROUGH TRANSLUCENT GLASS SKYLIGHT

SOLAR ORIENTATION 3D 26’-8” N

345°

NORTHERN DOUBLE GLAZED FACADE ALLOWS FOR MAXIMUM DIFFUSED NORTHERN LIGHTING

15°

330°

30° 10°

315°

CHANNEL GLASS ENCLOSURE

45° 20°

CONCRETE TOPPER WITH CAST HYDRONIC TUBING

30°

300° 1st Jun

1st 60° Jul

40°

1st Aug

50°

1st May 285°

60°

75°

70°

1st Sep

80°

1st Apr 270°

90°

HOLLOW CONCRETE FLOOR SLAB

1st Oct

1st Mar 255°

105° 1st Nov

1st Feb 1st Jan 240°

1st Dec 120°

16 15

SYSTEM DUCTING

225°

VENTILATION

WOOD CEILING PANEL W/ DIFFUSED FLUORESCENT LIGHTING

135°

210°

150° 195°

SOLAR ORIENTATION 2D

VI E W FROM M A IN STR EET

180°

165°

NORTHERN FACADE & MO DULAR S UPPLY UN IT DEEP FLOOR PLATE SOLAR STRATEGY

B E N E FIT S T RE E T E LE VAT IO N 22

c d

TUNNEL STAGE/GALLERY

OUTDOOR AMPHITHEATRE LOADING DOCK

SUNKEN COURT

SURFACE PARKING

(open to below)

c d

CAFE

(open to below)

G ROUN D LEV EL FLOOR P L AN

CI RCULAT ION + EG R ESS

60 ’

95 ’

60 ’

100’

60 ’ 70 ’

60 ’

95 ’

10 0 ’

60 ’

S PAC E F R A ME SYS T E M

70 ’ 50 ’

95 ’

EFIT BEN

60 ’

ST.

100’

The benefits of a space frame system include: minimized structure space frame :: weight, long clear spans, a peripheral structure that allows for use an minimized structure weight/material clear spans open plan,long it allows for single component accommodates concentrated loads modification dissasembly for reuse of suits or irregular supports or plan geometry pre-assembly/pre-finished modular elements, and it acts as an insulative all services can run through frame csn be a featuresystems. without ceiling cavity for frame housing building single modification or dis-assembly for reuse flexibility in layout + positioning of columns

60 ’

modular elements Locating building systems within the exterior envelope means that interior partitions can be relocated with more ease. The modularity of the structure further enables this flexibility, meaning changes in program do not require excessive construction efforts.

70 ’

60 ’

Additionally, an exoskeletal structure allows for maximized open interior spaces and light penetration. VERTICAL CIRCULATION The geometry of

STAIRS

T. IN S MA

70 ’

the space frame allows for loads to be distributed inumerable times before MAIN ENTRY leaving the structure through the ground.

SERVICE ELEVATOR

SITE CIRCULATION

PASSENGER ELEVATOR

roof to the outer skeleton, HORIZONTAL CIRCULATION

Loads are carried from floor slab spans and where loads are distributed through the space frame and carried to over-sized foundation footings at base of building. EGRESS + CIRCULATION DIAGRAM

°C

The average yearly temperature of Providence tends to be cooler than it is warm, which requires a comfortable building to prioritize heat retention versus heat exclusion. The southern facade trombe wall, insulative air cavities on the northern facade and roof, and insulated east and western walls help to retain heat during colder winter months.

45+ 40 35 30 25 20

15 10 5 <0

OVERHEATED PERIOD

UNDERHEATED PERIOD

COMFORT

ZONE

Th a tr

Wk 4

DBT(°C)

AVERAGE TEMPERATURE

SUMMER COMFORT

P SYCH OME TR IC 1/16”= CHA RTS NORTH ELEVATION 1’-0” FO R P ROVIDE N C E , R I

N O RT H E LE VAT IO N

1. thermal mass effects AH

AH NOR T H

Co mfort Zone

345°

50 km/ h

hrs

1 5°

104+ 330°

30°

93 83

40 km/ h

2. exposed mass + night-purge ventilation 31 5°

The average yearly humidity of Providence tends to Th er mal Mass Effects be above the typical comfort zone, and natural 100 ventilation is a solution to increase comfort in Expo sed Mass humid environments.

45°

62 52

30 km/ h

41 300°

60°

31 20

20 km/ h

<10 285°

75°

10 km/ h

3. natural ventilation

W EST

E AS T

255°

80 Ventilation Natural ERHEATED PERIOD

1 05°

240°

1 20°

DERHEATED PERIOD 225°

1 35°

21 0°

1 50°

1 95°

COMFORT ZONE

SUMMER WIND

DBT(°C)

8 SUMMER COM4 FORT

20 12

25 20

SUMMERAVERAGE COMFORT HUMIDTY

30 24

35 32

40 40

45 44

Wk50 52

1 65° SOU T H

DBT(°C)

The summer winds of Providence tend to come from the S and SW, which allows for natural ventilation through the trombe wall cavity, cooling off the cavity itself, which acts as a thermal buffer. Natural ventilation is also drawn through the building (S to N) through south facing operable windows, and out through vents on the roof. 5

WI NT E R CO M FO RT

WINTER COMFORT

to 40

VENTILATION LOUVERS METAL ROOFING TILES OPEN-WEBBED TRUSS ROOF SLAB BOLTED TO OPEN-WEBBED TRUSS

OPEN-WEBBED TRUSS WITH STEEL TIE ROD BRACING 1’-0” CONCRETE TROMBE WALL

WINDOW SHADE BOX AT OPERABLE WINDOWS 2” CONCRETE TOPPER WITH CAST HYDRONIC TUBING

FIXED WINDOW FOR DIFFUSE LIGHTING BEHIND CURTAIN WALL

HOLLOW CORE CONCRETE SLAB MECHANICAL / ELECTRICAL SYSTEMS WOOD DROP CEILING PANELS

CURTAIN WALL ATTACHED TO OPEN-WEBBED TRUSS AT MULLIONS

VENTILATION LOUVERS CONCRETE FOOTING

CHANNEL GLASS CURTAIN WALL

SO UT H ELEVATION

SOUTH ELEVATION 1/16”= 1’-0”

J . S . M AC P H E E CO M PA N Y | A RC H I T EC T S POSITION : PROJECTS :

Architecture Intern

Maine Residence, Renovation + Addition Design SBLI, Facade Repairs + Redesign, New Entry Design BerryLine, Interior Fitout Design At a very small firm like J.S.MacPhee Company, I took on a lot of responsibility, working directly with the Principal Architect on all projects. I participated in site visits, client meetings, and produced drawings for all phases of design. The office specialized primarily on traditional, New England style, residential architecture. For a residence in Maine, I was responsible for the entire drawing set from the creation of as-builts to CDs. I participated in the development of the design, learned and executed proper construction details, and created 3D renderings for client review. One of the office’s first commercial projects was a facade repair and redesign for a life insurance company’s headquarters. I was an integral part of creating renderings for the shareholders to review, and participated in the drawing of construction details for attachment of the new facade system to the existing building. Additionally, I brought a project to the office to design a new location for a frozen yogurt shop in Boston. We surveyed the existing space, and created a design that would coordinate with their existing shops. This involved dividing the existing space, screening areas that were not customer facing, and creating a simple, cost-effective design that could be repeated at future locations.

PAG E 2 8

S B L I · S A V I N G S

B A N K

L I F E

I N S U R A N C E

PUSH-PULL ROW HOUSES

RESIDENTIAL

SITE : Roxbury, MA PROGRAM : Row Housing + Aggregation SOLUTION : Provided with a type of row house

MIXED USE/RESIDENTIAL

INSTITUTIONAL

M I X ED -US E

R ES I D EN T I AL

I N STI TU TI O N A L

to work with, this project focuses on the design and aggregation of “push-pull” row houses. These are two units on two parcels, whose shared party wall is allowed to undulate.

NO X 4 UNITS ON 40’X60’ ST

[CORNER: 1 UNIT ON 20’X60’]

1 or 2 COMMERCIAL SPACE/ 4 UNITS ON 40’X60’

2 STUDIO SPACES/ 4 UNITS ON 40’X60’

COMMUNITY CENTER

56 [112R]

48 [120R]

L FIE NG

280

249

S TT

AV E

E US

E AV

AW M SH

AM TH

x1institutional

CH SA

AS M

TOTAL RESIDENTIAL UNITS: 761

R NO

ON PT

D ON MM HA

W AS

x84live/work

TO N

ST EL

Pairing with a classmate for the aggregation of the units across a neighborhood, I elected to alternate the two unit designs, creating a undulating facade due to changes in building height, window location, and facade depth. The alternation also creating interesting relationships across their shared alley, and across the street.

U NI2TUNITSTON Y 40’X60’ PE S

LL DA KEN

The design of the prototype used the undulating party wall to allow more light to penetrate deep into the row houses. Typically the only windows on a row house are on the front and rear facades. By creating a light well between the two houses, ample light reaches the interior spaces. Pieces of program are allowed to reach over the party line and wrap around the light well, making for larger, light-filled spaces for each unit.

x80 mixed use [commercial over res]

. ST

HA M

E. AV

ST .

ILL

IA M

MP HA

x497 residential

N DE

ST ST

U NI T AG G R EGAT I O N PL A N

UNIT TYPES | 1”=100’

ISO

PAG E 3 2

B M CO

The neighborhood was divided into a commercial zone and a community zone. The pre-existing commercial corridor along Washington Street was extended to the edge of the site, filling in vacancies in the street edge. Parks and a community center on Harrison Street buffer the small scale row houses from the large surrounding streets, and provide space to bring the community members out to populate the street.

W NE

Furthermore, the design was adapted to accommodate mixed-use units located along the main thoroughfare and along the edge of the neighborhood. In these cases, the push-pull zone became a circulation and core space at the ground level to open up the most possible floor area for commercial use.

BLV

T YPICAL BLO CK E LE VAT IO N

T YPI CAL B LOCK PLA N

HARRISON ST

SI TE SECT ION AT HA R R ISO N S TR E E T

T YPI CAL UNIT FRONT + R E AR E L E VATIO N S

STREET ELEVATION scale 1/4” = 1’

ALLEY ELEVATION scale 1/4” = 1’

LONGITUDINAL SECTION scale 1/4” = 1’

WASHINGTON ST

SECOND FLOOR PLAN

UP UP

SI TE SECT ION AT WA SHINGTO N S TR E E T

scale 1/4” = 1’ T YPI CAL UNIT FLOOR P LA N S

SECOND FLOOR PLAN scale 1/4” = 1’

THIRD FLOOR PLAN scale 1/4” = 1’

WHITNEY CHICOINE M AY 2016

MASTER OF ARCHITECTURE

NORTHEASTERN UNIVERSITY M AY 2011

BACHELOR OF SCIENCE, ARCHITECTURE MAGNA CUM LAUDE

NORTHEASTERN UNIVERSITY

MINORS : Environmental Studies, Urban Studies, Business Administration