1. Experience STUDIOS architecture | Project Designer/Manager | Washington, DC | Aug 2013 - Present
Currently delivering the large, complex, mixed-use retail/food-service project - Eataly Boston. Coordinating
directly with the GC, client, consultants, subs and product reps during a fast-paced construction schedule. Before
CA, produced test-fits, design presentations and construction documents, researched code, reviewed client’s lease
agreement and coordinated trades during the project’s design.
Independently designed and managed the development and construction of two small retail fit-out projects in NYC.
Produced construction documents and design presentations for several commercial office interior projects and one
high-end multi-family residential development.
CBT Architects | Project Designer/Manager | Boston, MA | May 2011 - Aug 2013
Managed the construction administration of a 240 unit, 22 building housing development alongside project architect.
Problem solved directly with the GC by developing details,diagrams and sketches during CA to clarify technical issues.
Produced construction docs, presentations and models for multi-unit residential, higher-ed and hospitality projects.
Self Employed | Project Designer/Manager | 2012
Designed and managed the renovation of an open-concept kitchen and great room for a private residence.
Villandry Contracting, Inc. | Social Media Marketer | Arlington, MA | July 2010 - July 2013
Cultivated a strong online presence to enhance theVCI brand,engage new and existing clients and increase web traffic.
First Hand Projects | Studio Leader/Assistant Director | Sudbury, MA | July-August 2010
Selected by former professor to partner with him for the 2010 FHP Project.
Guided high school students through a hands-on design/build project that included client meetings, presentations,
schematic design, design development, site surveying and construction.
Payne/Bouchier, Inc. | Millwork Design Intern/Millworker | Boston, MA | 2008
Produced design presentations, renderings and shop drawings as part of the millwork design team.
Crafted custom cabinetry, doors and wall panels as an assistant millworker during final months of internship.
SPEC Engineering, Inc. | Architecture Intern | Burlington, MA | 2007
Produced construction documents, coordinated with in-house engineers and assisted project architect during CA.
Harvard Real Estate Services | Project Management Intern | Cambridge, MA | 2006
Villandry Contracting, Inc. | Residential Construction Laborer | Arlington, MA | 2005 - 2006
Northeastern University | Graduate School of Architecture | Boston, MA | 2010
Masters of Architecture
Thesis: Wind farm and self-storage building typologies can be enhanced with a symbiotic relationship.
Northeastern University | College of Arts and Sciences | Boston, MA | 2009
Bachelors of Science in Architecture
American Institute for Roman Culture | Semester Abroad | Rome, Italy | Spring 2007
Education
Enthusiastic Intern Architect with seven years experience on a wide variety of projects through all stages of
development and construction. Detail oriented technical architect with a strong design sense and a focus on end-
user quality. Project experience includes workplace interiors, retail and food service fit-outs, high-end and affordable
multi-family residential, lobby repositioning, private residence renovations and university housing. Currently playing
a major role in delivering the 45,000sf Eataly Boston. Actively pursuing licensure.
Profile
Revit, AutoCAD, SketchUp, Illustrator, InDesign, Photoshop, hand sketching, model makingProduction Skills
Volunteer Work Washington Humane Society CatBox | Designer, Fabricator | Washington, DC | 2015
IIDA Boston Fashion Show | Designer, Model | Boston, MA | 2011, 2012
Boston Architectural College | Portfolio Reviewer | Boston, MA | August 2011
First Hand Projects | Design/BuildVolunteer | Sudbury, MA | June 2010
Northeastern University | Studio Teacher’s Assistant | Boston, MA | Fall 2005
www.linkedin.com/in/michaelwgriffin
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

2. RD OD
J
31
A8.25A4
3
A8.25A
_____________________
PIZZA PREPWAITER
61.0cm
2'-0"
129.5cm
4'-3"
221.0cm
7'-3"
221.0cm
7'-3"
160.0cm
5'-3"
350.5cm
11'-6"
27.9 cm
0' - 11"
27.9 cm
0' - 11"
MINIMIZEDIM
30.5 cm
1' - 0"
30.5 cm
1' - 0"
381.0cm
12'-6"
243.8 cm
8' - 0"
30.5 cm
1' - 0"
61.0cm
UPPER
2'-0"
46.2 cm
1' - 6 3/16"
30.5 cm
1' - 0"
91.4 cm
CLEAR
3' - 0"
71.1cm
LOWER
2'-4"
R6'-7"R4'
-7"
R 2' - 6"
152.4 cm
ADA COUNTER
5' - 0"
30.5 cm
1' - 0"
53.3cm
ADA
1'-9"
152.4cm
CLEAR
5'-0"
EQEQ
DIE WALL BENEATH AS SCHEDULED
124.5cm
TOTALBAR
4'-1"
1
A8.25B
_____________________
2
A8.25B
_____________________
A8.25B3
A8.25B
4
SS1
MTL1
SS1WD2
1 1/2" X 1 1/2" X 3/16"
CROSS MEMBER
2 1/2" X 2 1/2" X 1/4"
STEEL TUBE
13'-8"
EQ.EQ.
J
31
3
A8.25A
_____________________
11'-6"12'-6"
PIZZA PREPWAITER
OPEN TO STRUCTURE ABOVE
WOODTRELLIS
PIZZA RESTAURANT
CEILING AS SCHEDULED
BAR BELOW. SHOWN
DASHED FOR CLARITY.
6'-5"3'-5"1'-8"1'-8"3'-5"
R 5' - 1"
2
A8.25B
_____________________
7' - 0"
±6" OVERLAP
BARSHELVINGBELOW
LP12
1' - 0"
TYP.
30.00°
3' - 0"
LR16
LR16
LR16
LR16
2'-10"
GWB-2
11' - 6"
LR12 LR12 LR12
LR12
LR12
LR12
LR12
LR12
LR12LR12LR12
1' - 6" 1' - 6" 3' - 0" 1' - 6" 1' - 6"
3' - 0" 1' - 6" 1' - 6"
EQEQEQEQ
LR16
LR16
P2
106.7 cm
3' - 6"
12
12
1' - 6" 1' - 6"
0'-73/4"
0'-73/4"
12
J
91.4cm
3'-0"
106.7cm
3'-6"
B.O. WOOD TRELLIS
+10' - 0" AFF
WAITER
STATION
BEYOND
1
A8.25B
_____________________
A8.25B
2
B.O. DOME LIGHT
+7' - 3"
FINISH FLOOR
0' - 0"
B.O. STRUCTURE
VARIES (±13' - 2")
CEILING
+11' - 6"
+221.0cm
0.0cm
VARIES (±401.3cm)
+350.5cm
GWB FASCIA, P2, ALL 3 SIDES
31
B.O. DOME LIGHT
+7' - 3"
FINISH FLOOR
0' - 0"
WINE SHELVING
WINE BAR
CHALKBOARD
SIGN/MENUCOLUMN IN FRONT,
SHOWN DASHED
FOR CLARITY.
B.O. STRUCTURE
VARIES (±13' - 2")
CEILING
+11' - 6"
CHALKBOARD
SIGN/MENU
EXISTING STRUCTURAL FRAMING
DECORATIVE WINE
BARREL TOPS
+221.0cm
0.0cm
VARIES (±401.3cm)
+350.5cm
WINE BAR 209
VENUE RESPONSIBILITIES
UNIQUE VENUE NOTES:
A. GC TO PROVIDE FRT WOOD BLOCKING WITHIN PARTITIONS,
FULL EXTENT OF WINE BAR'S BACK WALLS (INCLUDING
RECESSED CENTER AND TWO FLANKING PILASTERS) FROM
FINISH FLOOR UP TO 144" AFF.
STANDARD VENUE NOTES:
1. PARTITIONS: ALL PARTITIONS PROVIDED BY GC.
2. BLOCKING: GC TO PROVIDE FRT WOOD BLOCKING
WITHIN PARTITIONS, FULL EXTENT OF VENUES' BACK
WALLS BETWEEN 30" AFF AND 96" AFF, UON.
3. PARTITION FINISH: PARTITION FINISH PAINT PROVIDED
BY GC. PARTITION FINISH WALL TILE FURNISHED BY
OWNER, INSTALLED BY GC. FOR WALL TILE LAYOUT,
REFER TO WALL TILE ELEVATION DRAWINGS IN A9.00
SERIES..
4. PARTITION BASE: WHERE FLOOR FINISH IS TILE, GC TO
PROVIDE COVE BASE TILE, FULL EXTENTS OF PARTITIONS
WITHIN VENUE, UON. WHERE FLOOR FINISH IS RESIN, GC
TO PROVIDE INTEGRATED RESIN COVE BASE.
5. DIE WALLS: GC TO CHALK OUT LOCATION OF DIE WALLS
IN FIELD, TYP. DIE WALLS AND DIE WALL FINISHES
PROVIDED BY OWNER'S DIRECTLY CONTRACTED VENDOR
(ODCV), TYP.
6. DIE WALL BASE: WHERE FLOOR FINISH IS TILE, GC TO
PROVIDE COVE BASE TILE, FULL EXTENTS OF INTERIOR
FACES OF DIE WALL. WHERE FLOOR FINISH IS RESIN, GC
TO PROVIDE INTEGRATED RESIN COVE BASE, FULL
EXTENTS OF INTERIOR FACES OF DIE WALL.
7. COUNTERS & MILLWORK: FRONT AND BACK COUNTERS
AND MILLWORK PROVIDED BY ODCV, TYP.
8. EQUIPMENT: ALL EQUIPMENT, APPLIANCES, SINKS AND
SHELVING, ETC, PROVIDED BY ODCV, TYP, UON.
9. FLOORS: FLOOR FINISH FURNISHMENT
RESPONSIBILITIES VARY, REFER TO FINISH SCHEDULE.
FLOOR FINISH INSTALLED BY GC, TYP.
10. CEILINGS: CEILING ASSEMBLY AND FINISH PROVIDED
BY GC, TYP, UON.
11. LIGHTS: LIGHT FIXTURE RESPONSIBILITIES: REFER TO
LIGHT FIXTURE LEGEND IN A3.00 SERIES.
12. SIGNAGE: ALL SIGNAGE PROVIDED BY OWNER OR
ODCV.
P R O J E C T N O.
DATE:ISSUED FOR:
C O P Y R I G H T © b y S T U D I O S a r c h i t e c t u r e
1625 M STREET, NW ~ WASHINGTON, DC 20036 ~ 202.736.5900
4/29/20162:17:23PM
A8.25A
ENLARGED VENUE -
WINE BAR
14161.01
EATALYBOSTON,LLC14161.01
800 Boylston St, Boston, MA 02115
1/2" = 1'-0"
1 WINE BAR - ENLARGED PLAN
1/2" = 1'-0"
2 WINE BAR - ENLARGED RCP
1/2" = 1'-0"
3 WINE BAR- SECTION LONGITUDINAL
1/2" = 1'-0"
4 WINE BAR - ELEVATION FRONT
7
9 9
9
3 CONSTRUCTION DOCUMENTS 11/30/2015
4 ISSUED FOR CONSTRUCTION 01/14/2016
6 BULLETIN 1 02/12/2016
7 BULLETIN 2 02/19/2016
9 BULLETIN 3 03/15/2016
12 RFI #80 04/27/2016
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
SPI30
SPI 60
SPI 130 F
Argus
cm.133
SOILEDCLEAN
BREAD
washing
cooktop washing
breakfastbarwithwheels(customdesigntoverify)
dw
c ooking
tec.areawheretoarrivewithallpipes
cm.258
Argus
cm.258
Argus
F G H J K L M N O
28
29
30
31
32
33
34
35
E.9
32.4
31.9
29.8
29.1
28.1
F.4 G.3 G.4 G.8 H.9 T7
COOKING
SCHOOL
232
MEN'S
242
WOMEN'S
241
IT CLOSET
240
KITCHEN
COLD PREP
244
KITCHEN
HOT PREP
245
DISHWASHING
246
OFFICES
231A
CONF. RM
231B
PASTRY
KITCHEN
228
BAKERY
226
PIZZA
PREP
211WAITER
210
E.6
NIC
NIC
FRESH
PASTA
206
ROTISSERIE
205
SALAMI &
CHEESE
PREP
249B
SALAMI &
CHEESE
RETAIL
249A
MOZARELLA
RETAIL
248A
MOZARELLA
PREP
248B
WINE BAR
255
CRUDO
REST.
256A
SEAFOOD
REST.
256B
SALUMI &
CHEESE
RESTAURANT
254
FLEX REST.
257
WAITER
STATION
258
PIZZA
REST.
212
PASTA
REST.
207
HR OFFICE
218B
CASH
OFFICE
218A
SEAFOOD
MARKET
229
PREP AREA
230B
BUTCHER
230A
BREAD
RETAIL
227
VENCHI
221
PIADINA
217
GELATO
220
COFFEE
216
WINE AND
BEER
252A
CHECK
OUT
BOYLSTON
201
CHILLED
WINE
252B
C.C.
247
GASTRONOMY
225
VEGGIE
223
JUICE BAR
224
PASTRY
222
INFO
214
CHECK
OUT
213
4
2
A7.20
_____________________
1
A7.20
_____________________
PASTA
WINE PIZZA
SEATING
208
PIAZZA
253
SEAFOOD
SEATING
259
MAIN SHOP
200
J.3
20
1
1
1
1
11
13
8
25
25
1
1
20
20
25
25
2025
11
20
1
1
1
20
20
20
20
1
1
1 1
1
1 1
1
1
1
1
1 1
1
1 1
1
1
1
1
1
1
1
1
20
HYNES CONVENTION CENTER
HN JPTP.1 TP.2
STORAGE
203A
ADJACENT
TENANT
ADJACENT
TENANT
ADJACENT
TENANT888
BOYLSTON
LOBBY
GELATO
PREP
219
STORAGE
252C
FOOD
CART
204
BEV. STOR.
MEAT
TAKE-AWAY
MEAT
TAKE-AWAY
MOZZ.
TAKE-AWAY
MOZZ.
TAKE-AWAY
DECORATIVEWINESTORAGE
SEAFOOD
TAKE-AWAY
A8.37
1
A8.25A
1
A8.42
1
A8.32
1
HVAC ELEC. PANELS
ELEC. PANELS
WINE BAR
209 1
A8.34
1
A8.35
1
A8.31
1
A8.26
1
A8.28
1
A8.30
1
G.5
28.5
A8.36
1
A8.22
1
A8.23
1
A8.24
1
A8.41
1
A8.40
1
A8.39
1
A8.38
1
A8.49
1
A8.33
1
A8.27
1
A8.29
1
A8.60
1
A8.46
1
A8.47
1
A8.46
5
A8.48A
1
BOH
CORRIDOR
243
MEZZANINE
SEATING
202
ARCADE
ENTRANCE
215
KEG
WALK-IN
250
STAIR C
251
STAIR A
200A
STAIR B
200B
ELEVATOR
A
ELEVATOR
B
10
2
2
2
2 2
2 2
6" STUD WALL,
ACCOMMODATE PANELS
WATER PIPES
WATER PIPES
(8) ELEC PANELS
19' - 0"
A8.61
7
7
A8.62
_____________________
MATERIAL LIFT
CONTROLLER
PANEL
25
25
FA PANEL
ROOM
260
ADA
5' - 0"
5/4/201611:10:14AMEATALYBOSTON,LLC14161.01
1/8" = 1'-0"
1 COORDINATION PLAN - LEVEL 2 ARCADE
PLAN NOTES - FLOOR PLAN
NOTE NO. COMMENT
1 U.O.N. REFER TO KITCHEN AND MEP DRAWINGS FOR MORE INFORMATION
2 OWNER PROVIDED DIE WALL, CONTRACTOR TO PROVIDE STENCILED LAYOUT FOR ALL DIE WALL LOCATIONS PRIOR
TO INSTALLATION FOR OWNER APPROVAL.
3 NEW GLASS GUARDRAIL
4 OWNER PROVIDED PIZZA OVEN.
5 NEW FURRING AND GWB LAMINATION TO ROUND STRUCTURAL COLUMNS. REMOVE ALL CLIP ANGLES REQUIRED
PRIOR TO INSTALLATION.
6 NEW 4" CONCRETE CURB.
7 THREE TIER LOCKER BAY PROVIDED BY GC, TYP.
8 NEW SHALLOW PIT HYDRAULIC ELEVATOR
9 EXISTING BASE BUILDING DOOR. VERIFY LOCATION AND DIMENSIONS IN FIELD.
10 MOVABLE DISPLAY, BY OWNER.
11 EXISTING BUILDING EXPANSION JOINT. REFER TO FINISH PLAN FOR MORE INFORMATION.
12 PROVIDE FRT WD BLOCKING 30" - 96" A.F.F. AS REQ'D FOR WAL MOUNTED KITCHEN EQUIP. REFER KITCHEN DWGS FOR
MORE INFORMATION.
13 MATERIAL LIFT, BASIS OF DESIGN: MATOT "HEAVY DUTY/MATERIAL LIFT, SINGLE-SIDE OPENING, FLOOR LOADING WITH
16" PIT.
14 RELOCATED EXISTING FDV. REFER TO FIRE PROTECTION AND PLUMBING DRAWINGS.
15 NEW GLAZED FIXED SKYLIGHT SYSTEM - B.O.D. SUPERSKY WITH GL-4 IGU GLAZING.
16 CLEAN EXISTING SKYLIGHTS. REPAIR ANY DAMAGE INCURRED DURING CONSTRUCTION.
17 GC TO PROVIDE ±5/8" THICK, VIF, CONCRETE TOPPING SLAB IN THIS AREA. INTENT IS FOR T.O. FINISH TILE TO MEET
ELEVATION OF ESCALATOR AND ELEVATOR LANDINGS (ELEVATION OF 38'-4",VIF).
18 GC TO PROVIDE SLOPED CONCRETE TOPPING SLAB IN THIS AREA. ±5/8" THICK, VIF, AT NORTH END OF EXTENTS. ±1"
THICK, VIF, AT SOUTH END OF EXTENTS.
19 EXISTING BASE BUILDING CONCRETE SLAB NORTH OF COLUMN LINE J IS ±1", VIF, LOWER THAN EXISTING BASE
BUILDING CONCRETE SLAB SOUTH OF COLUMN LINE J. GC TO PROVIDE CONCRETE TOPPING SLAB IN THIS AREA TO
MAKE UP DIFFERENCE.
20 OWNER PROVIDED AND INSTALLED MERCHANDISE DISPLAY SHELVING.
21A NEW MECHANICAL UNIT. REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION.
21B NEW MECHANICAL UNIT PROVIDED BY LANDLORD, SERVING OWNER'S SPACE. REFER TO MECHANICAL DRAWINGS
FOR MORE INFORMATION.
22 ROOF SCUPPER WITH CONDUCTOR HEAD AND LEADER DOWN TO ROOF BELOW
23 PROVIDE GALVANIZED VERTICAL TUBE STEEL POSTS AND HORIZONTAL TUBE STEEL FABRICATIONS SCREEN WALL.
TUBES TO BE SPACED MIN. 4’-0” O.C. ALL CONNECTIONS TO BE WELDED. PROVIDE CONTINUOUS HORIZONTAL
GALVANIZED STEEL PLATE ATTACHED TO EXISTING/ NEW DECKING AS NECESSARY TO SUPPORT TUBE STRUCTURE.
BRACE VERTICAL TUBES TO EXISTING/ NEW METAL DECK AS REQUIRED. THICKNESS OF TUBES AS NECESSARY TO
SUPPORT AIRCRAFT CABLE, HANGERS AND LIGHTS. PROVIDE STAINLESS STEEL HANGERS ATTACHED TO STEEL
TUBES FOR AIRCRAFT CABLE FOR HANGING LIGHT FIXTURES. AIRCRAFT CABLE TO BE INDUSTRIAL STRENGTH
STAINLESS STEEL. COORDINATE LIGHT FIXTURE CABLING TO RUN PARALLEL TO AIRCRAFT CABLE. PAINT ALL
EXPOSED STEEL WITH EXTERIOR GRADE PAINT. ALL GALVANIZING TO BE HOT DIPPED GALVANIZED. SEAL ALL
PENETRATIONS TO BE WEATHER TIGHT. DO NOT PENETRATE ROOFING MEMBRANE.
24 NEW CONCRETE PAD AT NON-LANDLORD PROVIDED MECHANICAL UNITS. EXTENTS OF CONCRETE PAD TO MATCH
FOOTPRINT OF UNITS. REFER TO STRUCTURAL FOR MORE INFORMATION.
25 OWNER PROVIDED REFRIGERATION DISPLAY IN MILLWORK CASE, TYP. MILLWORK DISPLAY INSTALLED BY OWNER.
REFRIGERATION CASE INSTALLED BY KITCHEN CONTRACTOR.
26 STRUCTURAL STEEL POSTS WITHIN PIAZZA VENUE PARTITIONS, ANCHORED TO SLAB BELOW, SUPPORTING
DECORATIVE STEEL FRAME ABOVE PIAZZA VENUE. REFER TO STRUCTURAL FOR MORE INFORMATION.
28 EGRESS PATH (OF RAISED PAVERS) CONNECTING RESTAURANT AND PATIO TO EGRESS STAIRS FOR LEVEL 1
DISCHARGE. PATH PROVIDED BY LANDLORD; PART OF BASE BUILDING GREENROOF DESIGN.
29 CONDUCTOR HEAD AT GUTTER BETWEEN EXISTING SKYLIGHT AND NEW CONSTRUCTION, WITH LEADER DOWN TO
ROOF BELOW
30 EXISTING METAL TRAP DOOR, 30"x30", ACCESS TO "MOAT" BELOW. VERIFY LOCATION IN FIELD. NOTIFY ARCHITECT IF
DOOR CONFLICTS WITH COOLING SCHOOL LAYOUT.
31 NEW ROOFING MEMBRANE AND RIGID INSULATION. REFER TO SHEET A2.12 FOR MORE INFORMATION.
32 PROVIDE FRT BLOCKING AS REQUIRED TO ACCOMODATE OWNER PROVIDED WALL
32 PROVIDE FRT BLOCKING AS REQUIRED TO ACCOMODATE OWNER PROVIDED WALL
MOUNTED SHELVING; FINAL LOCATION TO BE DETERMINED
33 ROOF HATCH FIXED ACCESS LADDER. REFER TO SPECIFICATIONS
34 THERMALLY BROKEN ROOF HATCH.REFER TO SPECIFICATIONS
35 GC TO PROVIDE THOROUGH CLEANING OF EXISTING RESTROOMS AND REPAIR ANY DAMAGE THAT MAY OCCUR
DURING CONSTRUCTION.
36 GC TO PROVIDE ±5/8" THICK, VIF, RIGID INSULATION BENEATH FINISH FLOOR. NO CONCRETE FILL REQUIRED. INTENT
IS FOR T.O. FINISH TILE TO MEET ELEVATION OF FINISH TILE OUTSIDE OF CHILLED WINE ROOM. (ELEVATION OF
38'-4",VIF). SEE FLOOR SECTION DETAIL.
37 GC TO PROVIDE STEEL DUNNAGE PLATES BENEATH OVENS; (1) PLATE, CENTERED BELOW EACH OVEN LEG. REFER
TO A9.01 AND STRUCTURAL FOR MORE INFORMATION.
38 GUTTER TERMINATES AT CONDUCTOR HEAD AND LEADER DOWN TO ROOF BELOW
39 GC TO PROVIDE SELECTIVE FRT WOOD BLOCKING FOR FULL HEIGHT WINE SHELVES. REFER TO WALL SECTION
DETAIL 3 ON A11.30.
40 GC TO PROVIDE ±5/8" THICK, VIF, CONCRETE TOPPING SLAB IN THIS AREA BELOW FLOOR TILE. INTENT IS FOR T.O.
FINISH TILE TO MEET ELEVATION OF ESCALATOR & ELEVATOR LANDINGS, FINISH FLOOR OF ADJACENT LOBBY AND
ENTRANCE DOORS (ELEVATION OF 21'-10",VIF). FEATHERED CONCRETE MAY BE NEEDED IN BOH CORRIDOR IF FLOOR
FINISHES DO NOT MEET AT SAME ELEVATION.
41 EXTENT OF NEW CONCRETE SLAB PER STRUCTURAL DRAWINGS. REFER TO DEMOLITION DRAWINGS FOR EXTENTS.
42 COUNTER FLIP UP GATE
43 ROOFTOP DUCTWORK, REFER TO MECH DWGS FOR MORE INFORMATION. INTENT IS TO DROP DUCT BELOW SLAB AS
SOON AS POSSIBLE AFTER PASSING GRIDLINE TB, GC TO COORDINATE. NOTIFY ARCHITECT IF CONFLICT WITH
EGRESS PATHS EXIST.
44 PROVIDE FRT WOOD BLOCKING IN WALL. COORDINATE LOCATIONS WITH WALL MOUNTED ELEVATOR EQUIPMENT.
14
14
14
N
30
31
T7
TE
1'-9"MAX
MINIMIZE
1'-10" MAX
MINIMIZE
33.0cm
1'-1"
223.5cm
OPENINGFORMEATCASE
7'-4"
33.0cm
1'-1"
602.0cm
BUTCHERCASE
19'-9"
94.0 cm
BUTCHER DOOR
3' - 1"
33.0cm
1'-1"9"
PREP SINK
MEAT GRIDNER
SHELFAT68"AFF
UC STORAGE
CABINET
BAND SAW
MEAT CASE
BUTCHER BLOCK
WORKTABLE
HANDSINK
SCALE
SCALE
BUTCHER DISPLAY CASE
BUTCHER DISPLAY CASE
CRYOVAC MACHINE
PREP SINK
SHELFAT68"AFF
UC STORAGE
CABINET
472.4cm
15'-6"BACKCOUNTER
86.4 cm
2' - 10"
160.7cm
5'-31/4"BACKCOUNTER
CLEAR
8'-9"MIN
91.4 cm
3' - 0"
33.0cm
1'-1"
43.2 cm
1' - 5"
96.5 cm
3' - 2"
61.0 cm
2' - 0"
91.4 cm
CLEAR
3' - 0"
CLEAR
3' - 0" MIN
A8.35 4
A8.35 2
6
A8.35
_____________________
5
A8.35
_____________________
TRASH
UC STORAGE
CABINET
TRASH
91.4 cm
3' - 0"
91.4 cm
3' - 0"
91.4cm
ATPOS
3'-0"CLEAR
106.7 cm
TILE RIBBON
3' - 6"
61.0 cm
2' - 0"
141.9 cm
4' - 7 7/8"
BUILDING
EXPANSION
JOINT
COORDINATE
DIMENSIONS OF
MILLWORK WITH
REFRIGERATED
DISPLAY EQUIPMENT
A9.04 6
N
30
31
T7
TE
6
A8.35
_____________________
5
A8.35
_____________________
GWB-2
10' - 0"
EXPANSION JOINT
MEAT CASE
BELOW,
SHOWN
DASHED FOR
CLARITY
3' - 0"
OPENTOSTRUCTUREABOVE
EQEQ
7"
LR1
LR1
TYP,UON.
3'-6"
LR1
LR1
LR1
LR1
LR1
LR1
LR1
2' - 4"
8"3'-4"4'-0"4'-0"3'-4"
1'-8"2'-4"
LP2
LP2
LP2
LP2
4
A8.17
_____________________
2'-6"2'-6"
LR1
EQEQ
2' - 2"
12
3'-6"0'-10"3'-51/2"
3031
MEAT CASE
CLEAR
GLASS,
FRONT &
BACK
CEILING
+10' - 0" AFF
B.O. PENDANT LIGHTS
+7' - 0" AFF
LEVEL 2
0' - 0"
T.O. WALLS, TYP, UON.
+14' - 6" AFF
REFRIGERATED BUTCHER CASE REFRIGERATED BUTCHER CASE
304.8cm
10'-0"
91.4cm
ATPOSCOUNTER
3'-0"HOLD
EQUIPMENT
PER
BUTCHER SURROUND CLAD WITH
TEXTURED PAINT FINISH. RETURN WALLS
TO HAVE CONTINUOUS FINISH.
B.O. DECK
VARIES (±16' - 4")
EXISTING STRUCTURAL FRAMING
BACKWALL: EATALY STANDARD
MARBLE CLAD
MILLWORK: EATALY STANDARD
MARBLE CLAD, GLASS GUARD
SHELF
0.0cm
VARIES (±442.0cm)
+304.8cm
+213.4cm
VARIES (±497.8cm)
P8
P8 P8
P8
P8
TDTE
29.9
CEILING
+10' - 0" AFF
FINISH FLOOR
0' - 0"
T.O. WALLS, TYP, UON.
+14' - 6" AFF
B.O. DECK
VARIES (±16' - 4" AFF)
BACKWALL: EATALY STANDARD
MARBLE CLAD SHELF
LOW DOOR
EXISTING STRUCTURAL FRAMING
N T7
EXISTING STRUCTURAL FRAMING
PENDANT LIGHTS
91.4cm
BACKCOUNTER
3'-0"
86.4cm
FRONTCOUNTER
2'-10"
MILLWORKER
PER
CEILING
+10' - 0" AFF
B.O. PENDANT LIGHTS
+7' - 0" AFF
LEVEL 2
0' - 0"
T.O. WALLS, TYP, UON.
+14' - 6" AFF
B.O. DECK
VARIES (±16' - 4")
COLUMN
SURROUND
BEYOND
DUCTWORK,
VIF
0.0cm
VARIES (±442.0cm)
+304.8cm
+213.4cm
VARIES (±497.8cm)
N T7
EXISTING STRUCTURAL FRAMING
CEILING
+10' - 0" AFF
LEVEL 2
0' - 0"
T.O. WALLS, TYP, UON.
+14' - 6" AFF
B.O. DECK
VARIES (±16' - 4" AFF)
SURROUND
COLUMN
DOOR TO
SEAFOOD
MARKET
BEYOND
MEAT CASE
CONCRETE PANEL-
CLAD STUD WALL,
SURROUNDING
AGING CASE
DUCTWORK,
VIF
0.0cm
VARIES (±442.0cm)
+304.8cm
+304.8cm
30.5 cm
STONE
1' - 0"
BUTCHER 230A/B
VENUE RESPONSIBILITIES
UNIQUE VENUE NOTES:
A. MARBLE CLADDING AT BACK WALL PROVIDED BY
ODCV. PAINTED GWB FINISH ABOVE MARBLE
PROVIDED BY GC.
B. TROWEL APPLIED CEMENTITIOUS FINISH WITH
DECORATIVE SEAMING, SURROUNDING BUTCHER
VENUE, TO BE PROVIDED BY GC.
STANDARD VENUE NOTES:
1. PARTITIONS: ALL PARTITIONS PROVIDED BY GC.
2. BLOCKING: GC TO PROVIDE FRT WOOD BLOCKING
WITHIN PARTITIONS, FULL EXTENT OF VENUES' BACK
WALLS BETWEEN 30" AFF AND 96" AFF, UON.
3. PARTITION FINISH: PARTITION FINISH PAINT PROVIDED
BY GC. PARTITION FINISH WALL TILE FURNISHED BY
OWNER, INSTALLED BY GC. FOR WALL TILE LAYOUT,
REFER TO WALL TILE ELEVATION DRAWINGS IN A9.00
SERIES..
4. PARTITION BASE: WHERE FLOOR FINISH IS TILE, GC TO
PROVIDE COVE BASE TILE, FULL EXTENTS OF PARTITIONS
WITHIN VENUE, UON. WHERE FLOOR FINISH IS RESIN, GC
TO PROVIDE INTEGRATED RESIN COVE BASE.
5. DIE WALLS: GC TO CHALK OUT LOCATION OF DIE WALLS
IN FIELD, TYP. DIE WALLS AND DIE WALL FINISHES
PROVIDED BY OWNER'S DIRECTLY CONTRACTED VENDOR
(ODCV), TYP.
6. DIE WALL BASE: WHERE FLOOR FINISH IS TILE, GC TO
PROVIDE COVE BASE TILE, FULL EXTENTS OF INTERIOR
FACES OF DIE WALL. WHERE FLOOR FINISH IS RESIN, GC
TO PROVIDE INTEGRATED RESIN COVE BASE, FULL
EXTENTS OF INTERIOR FACES OF DIE WALL.
7. COUNTERS & MILLWORK: FRONT AND BACK COUNTERS
AND MILLWORK PROVIDED BY ODCV, TYP.
8. EQUIPMENT: ALL EQUIPMENT, APPLIANCES, SINKS AND
SHELVING, ETC, PROVIDED BY ODCV, TYP, UON.
9. FLOORS: FLOOR FINISH FURNISHMENT
RESPONSIBILITIES VARY, REFER TO FINISH SCHEDULE.
FLOOR FINISH INSTALLED BY GC, TYP.
10. CEILINGS: CEILING ASSEMBLY AND FINISH PROVIDED
BY GC, TYP, UON.
11. LIGHTS: LIGHT FIXTURE RESPONSIBILITIES: REFER TO
LIGHT FIXTURE LEGEND IN A3.00 SERIES.
12. SIGNAGE: ALL SIGNAGE PROVIDED BY OWNER OR
ODCV.
P R O J E C T N O.
DATE:ISSUED FOR:
C O P Y R I G H T © b y S T U D I O S a r c h i t e c t u r e
1625 M STREET, NW ~ WASHINGTON, DC 20036 ~ 202.736.5900
4/29/20162:21:45PM
A8.35
ENLARGED VENUE -
BUTCHER
14161.01
EATALYBOSTON,LLC14161.01
800 Boylston St, Boston, MA 02115
1/2" = 1'-0"
1 BUTCHER - ENLARGED PLAN
1/2" = 1'-0"
3 BUTCHER - ENLARGED RCP
1/2" = 1'-0"
4 BUTCHER - ELEVATION FRONT
1/2" = 1'-0"
2 BUTCHER - ELEVATION BACK
1/2" = 1'-0"
5 BUTCHER - SECTION AT COUNTER
1/2" = 1'-0"
6 BUTCHER - SECTION AT CASE
6
6
6
6
7
9
9
9
3 CONSTRUCTION DOCUMENTS 11/30/2015
4 ISSUED FOR CONSTRUCTION 01/14/2016
6 BULLETIN 1 02/12/2016
7 BULLETIN 2 02/19/2016
9 BULLETIN 3 03/15/2016
12 RFI #80 04/27/2016
14 DOH REVISIONS 04/25/2016
eataly wine shop eataly nutella bar
rendering: bezier cg
rendering: bezier cg
butcher elevation rooftop addition axon
structural diagram
patio rendering
level 3 bar rendering
wine bar plan
level 3 restaurant rendering
Eataly
Boston, MA
STUDIOS architecture
2014-Present
This fast-paced and
complex project, currently
under construction, will
bring 45,000sf of gourmet
Italian food retail and dining
to Boston’s Back Bay. Scope
includes a large first and
second floor fit-out, a third
floor restaurant addition, a
new mall storefront and a
3-story exterior facade.
The challenge of this
project comes from the
massive coordination effort
between all MEP trades,
structure, kitchen vendors,
Italian millworkers, the base
building design team and
municipal organizations.
Involvement in this ongoing
project includes all phases
of design, coordination and
construction and taking
a larger role as a project
designer and manager.
EatalyWine Shop &
Eataly Nutella Bar
NewYork, NY
STUDIOS architecture
2014-2015
These 2 small projects
at the existing Eataly in
New York City looked to
expand product offerings.
The Nutella Bar was a
repurposing of an existing
Eataly space. The Wine
Shop was a new fit-out of
an adjacent space.
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

3. ALIGN
ALIGN
MOUNTING BRACKET
VERIFY W/AV DISPLAY &
GWB PAINTED TO
MATCH ADJACENT WALL
DETAILS 10&11 ARE REPRESENTATIVE OF TYPICAL A/V NICHE
CONDITIONS, WHETHER OR NOT SPECIFICALLY KEYED
SPACE FOR Z-CLIP ATTACHMENT
BASE BUILDING / EXISTING WALL
3/4" MDF BACKING
1/4" BACK-PAINTED GLASS
3/4" PLYWOOD SUBSTRATE
1/4"
PARTITION AS SCHEDULED,
REFER TO PLAN
Z-CLIPS AS REQUIRED FOR
SCHEDULED PANEL ATTACHMENT
1/4" BACK-PAINTED GLASS
ADHERED TO SUBSTRATE AS
SCHEDULED
FULL-HEIGHT 1/4" MT-1 ANGLE,
EASED EDGES
1/8"
FR BLOCKING AS REQUIRED
BASE AS SCHEDULED
5/8" FR PLYWOOD
1/4" PITTCON STR REVEAL
FR BLOCKING AS REQUIRED
1/4"
EDGE OF MTL-1 BASE TRIM
BELOW
PROFILE OF ANGLED WALL &
BASE, WHERE OCCURS
SEE RCP
EDGE OF M1 REVEAL SURROUND
BEYOND
PAINT 1/2" REVEAL P4
REAR OF NICHE TO BE
PAINTED P4
3/4" CONTINUOUS PLYWOOD
SUBSTRATE SUPPORT FOR
SCHEDULED EQUIPMENT
MTL-1 METAL FRAME BEYOND
2"TYP.2"TYP.
SCHEDULED AV EQUIPMENT, SEE
AV DRAWINGS
1/4" MTL-1 FRAME; EASED EDGES
(TYP.); NO VISIBILE FASTENERS
VERIFYW/AVDISPLAY
MOUNTING BRACKET
VERIFY W/AV DISPLAY &
MOUNTING HEIGHT OF
EQUIP AND EXACT
DIMENSIONS OF NICHE
TBD BY AV CONSULTANT
1/4"
1/2"
CCD4
PARTITION AS SCHEDULED
REFER TO RCP
A3
3/8"
CORNER BEAD, MUD TAPE & PAINT TO MATCH
WALL. ALL SIDES, TYP.
3/8" GWBD
SEALANT. COLOR TO MATCH FORBO. ALL SIDES, TYP.
FORBO "BULLETIN BOARD" 2182
EXISTING WALL
1/8"
1625 M STREET, NW
ISSUED FOR:
C O P Y R I G H T ©
1750 PE
WAS
BID & PERMIT
SCALE: 6" = 1'-0"
12 PLAN DETAIL - BACKPAINTED GLASS TERMINATION AT CORNER
A3 FOR CONSTRU
CCD #4CCD4
SCALE: 12" = 1'-0"
14 DETAIL - BULLETIN BOARD - GWBD AT FORBO
CCD7
RAMP CONSTRUCTION
AS SPECIFIED, TYP.
PLATFORM FRAMING AS SPECIFIED, TYP.
STRUCTURAL STEEL TUBES, SPACING AS NECESSARY,
WELDED TO STRUCT. STEEL BASE PLATE. PLATE
BOLTED TO EXISTING STRUCTURE. TYP.
CLEAR SILICONE STRUCTURAL SEALANT, TYP.
GL1 GUARDRAIL, AS SPECIFIED, TYP.
OP3. FINISHED ALL EXPOSED SIDES, TYP.
1/4" THICK MTL1 CLADDING, BOTH
SIDES, TYP.
EXISTING STRUCTURE
CONTINUOUS PLYWOOD BACKER FOR OP3.
ATTACH WITH CONCEALED FASTENERS.
MIN
21/2"
SHIM AS REQUIRED, TYP.
CONTINUOUS MIN. 3/8" THICK
STRUCTURAL STEEL PLATE WELDED TO
TUBES, TYP.
1/8"
1"
21/2"
1"
MTL1 FINISHED SHOE. 2-1/2" WIDE
CLEAR SILICONE STRUCTURAL SEALANT
EXISTING STRUCTURE
1625 M STREET, NW ~ WASHINGTON, DC 20036 ~ 202.736.5900
DATE:ISSUED FOR:
C O P Y R I G H T © 2 0 1 1 b y S T U D I O S a r c h i t e c t u r e
1750 PENNSYLVANIA AVE NW
WASHINGTON, DC 20006
4 RAMP DETAIL AT MID RAMP - PLATFORM SIDE CCD #4 10/08/13CCD4
DW
DW
6 7 9
10 11 12
A
B
D
E
F
G
I
L
MATCHLINE
ELEV
LOBBY
103
PACKAGE
102
ELEV
LOBBY
105CORRIDOR
120
HEARTH
117
DINE /
WORK
118
LOUNGE
113
TEL
104
WD5
B1
T1
C1
B1
T1
FOYER
114
MAIL
116
MAIL
115
T1
ST1
MTL1
MTL1
WD5
B1
P1
B1
WD1
WD1
B2
CONC1
CONC1
C1
WC1
ST1
MTL1
MTL1
ST1
ENTRY
VESTIBULE
100
1
C4
C4
C4
B2
RF2
B3
8
T8
T8
2
3
SS1
ST1
MTL1
MTL1
MTL1
MTL1
FWP1 FWP1
UP2
T1
T1
UP2
WD1
MTL1WD1WD1
MTL1
WD1
WD1
WD1WD1
WD1
UP2
UP2
UP2
UP2
UP1
UP1
UP1 UP1
1
I11.50
_____________________
FWP1
MEN
125
LEASING
106
MEETING
107
RESTROOM
108
PRINT /
COPY
110
PANTRY
109
RECEPTION
101
T4
RF2
B2
T1
MTL1
C2C2
8
I11.10
_____________________
7
I11.10
_____________________
5
I9.03
_____________________
MTL1
B4
B4
B5
T4
T4
6
I11.10
_____________________
13
I11.10
_____________________
T1T1
T1T1T1
444
4 4
5
5
5
5
5
5
5
5
7
I11.10
_____________________ C4
C5
7
I11.10
_____________________
5
I11.10
_____________________
SS1
PL5
5
5
5
WC2WC2
55
9/5/201411:51:38AM
1/8" = 1'-0"
1 Enlarged Level 1 - Finish Plan - East
UP
6 7 9
10 11 12
WOMEN'S
1206
STORAGE
1203
MATCHLINE
8
SS1
WD5
WD5
3
B5
T1
B2
CONC1
T2
T1
T2
T1
T2
T1
WOMEN
1208
MEN
1209
2
I11.50
_____________________
LOBBY
1200
LIFEGUARD
1207
SS2
SS2
11
I11.10
_____________________
TYP
T4
12
I11.10
_____________________
15
I11.10
_____________________
TYP.
CLUB
ROOM
C1202
HALLWAY
1202
MEN'S
1205
WD5
B3
B5
T1
T4
9/5/201411:51:57AM
1/8" = 1'-0"
1 Enlarged Pool Deck - Finish Plan - East
1/4"
1/8"
1/8" GAP
ELEVATOR DOOR AND
FRAME. REFER TO BASE
BUILDING DRAWINGS.
NIC HATCH. REFER TO BASE
BUILDING DRAWINGS
WOOD PANEL AS SPECIFIED. REFER
TO FINISH NOTES AND PLAN.
PARTITION AS SCHEDULED.
REFER TO PARTITION PLAN.
1/4" MTL-3 FRAME, FULL
JAMB HEIGHT, EASED EDGES,
NO VISIBLE FASTENERS.
1/4"
.
.
HAIRLINE JOINT. SEAL TIGHT
WITH CLEAR SEALANT.
SCHEDULED
MAILBOX
1/2"REVEAL1/8"GAP
1/8"GAP
1/4"
1/8"GAP
ALIGN F.O. GWB WITH F.O. METAL
B1 BASE BELOW
1/2" PTD GWB REVEAL
B4 BASE BELOW
B4 BASE BELOW
MTL3 TRIM, FULL HEIGHT MTL AS SCHEDULED
WOOD AS
SCHED.
PARTITIONS
AS SCHED.
PARTITIONS ABOVE/
BELOW, AS SCHED.
REFER TO FLOOR PLANS
& ELEVATIONS
EDGE OF WD3 CEILING ABOVE
SCHEDULED
MAILBOX
FIRE RATED WOOD
BLOCKING
FIRE RATED WOOD BLOCKING
PARTITION ABOVE /
BELOW, AS SCHED.
SEE A/V
SEE A/V 5
BASE BUILDING CORE WALL - REFER TO BASE BUILDING DWGS.
SCHEDULED PARTITION - REFER TO FLOOR PLAN
SCHEDULED STONE PANEL - REFER TO INTERIOR ELEVATIONS
SCHEDULED BASE BELOW
FULL HEIGHT GLASS PARTITION
1/8"GAP
MTL3 TRIM FULL HEIGHT, BOTH SIDES OF GLASS PARTITION
FIRE RATED BLOCKING AS REQ'D
FRAMING BEHIND AS REQ'D TO FULLY BRACE GLASS PARTITION
1/4"
1/4"
1/4"
1/4" TYP.
SCHEDULED PARTITION - REFER TO FLOOR PLAN
SCHEDULED BASE BELOW
FULL HEIGHT GLASS PARTITION
MTL3 TRIM FULL HEIGHT, BOTH
SIDES OF GLASS PARTITION
FIRE RATED BLOCKING AS REQ'D
FRAMING BEHIND AS REQ'D TO FULLY BRACE GLASS PARTITION
1/4"
1/8" SEALANT JOINT; BOTH SIDES OF GLASS
PARTITION, FULL HEIGHT, COLOR MATCH TILE.
1/4"
1/4"
1/4" TYP.
10
E
I11.21
2
OUTSIDE CORNER
2' - 0"
90.00°
I11.21
3
EQ EQ EQ
1' - 0"
SCHEDULED PARTITION - REFER TO PARTITION PLAN.
GC NOTE: ENGINEERED METAL STUDS TYP. AT ALL
STONE WALL FINISHES, TYP.
WALL ASSEMBLY
SCHEDULED STONE - REFER TO FINISH PLAN
1/8" SEALANT JOINT WITH BACKER ROD. SEALANT
COLOR TO MATCH STONE.
ALIGN PANELS WITHIN 1/32" TOLERANCE OF EACH
OTHER. EACH PANEL CAN BOW/CUP 1/64" MAX IN
EITHER DIRECTION.
STONE LINER EPOXIED AND DOWELED TO
BACK OF STONE FACING
RELIEVING ANGLE FASTENED TO MTL STUD
STONE FASTENED TO MTL STUDS AS REQ'D, TYP.
PANELS ARE TO BE FULLY SECURED AND WITHOUT
FLEX OR BOUNCE.
1 1/4"
S.S. WIRE ANCHOR FASTENS
STONE TO METAL STUD WALL
MORTAR SPOTS
SELF-DRILLING, SELF-TAPPING
SCREW & FENDER WASHER
SCHEDULED PARTITION -
REFER TO PARTITION PLAN
WALLASSEMBLY
SCHEDULED STONE -
REFER TO FINISH PLAN
1/8" SEALANT JOINT WITH
BACKER ROD. SEALANT
COLOR TO MATCH STONE.
ALIGN PANELS WITHIN 1/32"
TOLERANCE OF EACH OTHER.
EACH PANEL CAN BOW/CUP
1/64" MAX IN EITHER DIRECTION.
STONE FASTENED TO MTL STUDS
AS REQ'D, TYP. PANELS ARE TO
BE FULLY SECURED AND
WITHOUT FLEX OR BOUNCE.
11/4"
SCHEDULED PARTITION - REFER TO PARTITION PLAN
WALL ASSEMBLY
SCHEDULED STONE - REFER TO FINISH PLAN
ALIGN PANELS WITHIN 1/32" TOLERANCE OF EACH
OTHER. EACH PANEL CAN BOW/CUP 1/64" MAX IN
EITHER DIRECTION.
1 1/4"
1/2"
1/2"
1/8" THICK METAL TRIM PIECE, FINISH TO
MATCH MTL3. MOUNTED ON BLOCKING.
SCHEDULED PARTITIONS -
REFER TO FLOOR PLAN
SCHEDULED WOOD FINISH - REFER
TO INTERIOR ELEVATIONS
1/2"
1/2"(MTL-1) SCHEDULED METAL PANEL W/ FIRE RATED WD
BLOCKING; ATTACHED TO FIRE RATED MDF W/ CONCEALED
FASTNERS (TYP)
BASE BELOW
1/4"
MTL3 TRIM, FULL HEIGHT FROM
TOP OF BASE BELOW
1/8"
1/4"
BLIND DOOR AND FRAME PAINTED TO MATCH MTL1
UPHOLSTERED BANQUETTE
CONSTRUCTION
SEE BLIND DOOR DETAIL 10 ON SHEET
I11.20 FOR FURTHER DETAIL
1/8" GAP
1/2" REVEAL
SCHEDULED PARTITION -
REFER TO FLOOR PLAN
SCHEDULED WOOD FINISH - REFER
TO INTERIOR ELEVATIONS
BASE BELOW
1/4"
MTL3 TRIM, FULL HEIGHT DOWN
TO FLOOR; TOP AND SIDES
SURROUNDING REFRIGERATOR.
NO VISIBLE FASTENERS.
1/8"GAP
1/4"
REFRIGERATOR
SCHEDULED PARTITION -
REFER TO FLOOR PLAN
6" DEEP TRIM
MTL3 TRIM, FULL HEIGHT; NO
VISIBLE FASTENERS.
SEE A/V
1/4"
1/8" GAP 1/4"
2"
1/4"
1/8" GAP
1/4"
3 5/8" METAL STUD
CONSTRUCTION
BASE BELOW
WOOD FINISH AS SHEDULED;
ADHESIVE ATTACHED TO
SUBSTRATE; REFER TO ELEVATIONS
BLOCKING AS REQUIRED TO
SUPPORT MOUNTED DISPLAY
12"
BASE BELOW
1/2" PTD GWB REVEAL
MTL3 DISPLAY SURROUND, NO
VISIBLE FASTENERS. SEE
DETAIL 4 ON SHEET I11.40 FOR
FURTHER DETAIL.
1/4"
1/8" GAP
WOOD PANEL AS SPECIFIED. REFER
TO FINISH NOTES AND PLAN.
PARTITION AS SCHEDULED.
REFER TO PARTITION PLAN.
1/4"
.
.
BASE BUILDING CONSTRUCTION.
REFER TO BASE BUILDING DRAWINGS.
CALL BUTTONS BY BASE BUILDING
MTL3 TRIM SURROUND. ALL
4 SIDES OF CALL BUTTONS.
1/8" GAP
690 Water Street, SW
Washington, DC 20024
t. 202.495.7430
Perkins Eastman DC
SCALE:
SEAL
DRAWING TITLE:
PROJECT TITLE:
PROJECT No:
Owner:
Developer:
Civil / Site:
Structural:
MEP:
DATENO. ISSUE
KEY PLAN
Landscape:
Aquatic Design:
AQUATIC DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
T. 760.438.8400
Interiors:
STUDIOS ARCHITECTURE
1625 M STREET, NW
WASHINGTON, DC, 20036
T. 202.736.5900
IT/Security:
INTEGRATED COMMUNICATIONS CONSULTING, LLC
20868 Waterbeach Place
Sterling,VA, 20165
T. 703.421.8901
1919 Gallows Road, Suite 110
Vienna, VA 22182
703.821.2045
LSG LANDSCAPE ARCHITECTURE
SK&A STRUCTURAL ENGINEERS, PLLC
1155 Connecticut Avenue, NW
Washington, DC 20036
202.659.2520
4910 Massachusetts Avenue, NW
Washington, DC 20016
202.244.4140
VIKA CAPITOL
301 Water Street, SE Suite 201
Washington, DC 20003
202.496.6600
FOREST CITY | WASHINGTON
P.O. Box 94877, Cleveland, OH
44101-4877
WATERFRONT 1001 4TH STREET, LLC
GIRARD ENGINEERING, PC
7600 Lessburg Pike, West Building,
Suite 310, Falls Church, VA 22043
703.442.8787
Dry Utilities:
RICHTER AND ASSOCIATES
15865 Crabbs Branch Way
Rockville, MD 20855
T. 301.548.7475
05.05.20142 CD - PERMIT REVIEW
07.23.20144 CD - PERMIT SET
09.05.20145 CD SET
As indicated
DETAILS - PARTITION
& DOORS
13132.01
Waterfront Station
Residential
SEPTEMBER 5, 2014
I11.21
1001 4TH STREET, SW
WASHINGTON, DC 20024
CONSTRUCTION DOCUMENT SET3" = 1'-0"
9 DETAIL - PENTHOUSE ELEVATOR JAMB
1 1/2" = 1'-0"
4 DETAIL - MAILBOXES AT CORRIDOR
3" = 1'-0"
2 DETAIL - GLASS PARTITION AT STONE WALL
3" = 1'-0"
3 DETAIL - GLASS PARTITION AT TILE WALL
3/8" = 1'-0"
1 ENLARGED PLAN - LOBBY GLASS PARTITION
3" = 1'-0"
5 DETAIL - STONE VENEER WALL HORIZONTAL JOINT
3" = 1'-0"
7 DETAIL - STONE VENEER WALL VERTICAL JOINT
3" = 1'-0"
6 DETAIL - STONE VENEER WALL AT RECESS CHANNEL
3" = 1'-0"
8 DETAIL - METAL PANEL AT DINE/WORK BOOTH DOORS
3" = 1'-0"
0 DETAIL - METAL TRIM AROUND REFRIGERATOR
3" = 1'-0"
1 DETAIL - METAL END CAP AT CLUBHOUSE 1201
3" = 1'-0"
2 DETAIL - METAL SURROUND AT CALL BUTTONS
plan detail at partition cornersection detail of ramp and adjacent platform
new completed atrium, photo: bilyana dimitrova photo: eric taylor
photo: eric taylor
rendering: c.g. renderingrendering: c.g. rendering
rendering: c.g. rendering
ForestCityWaterfront Station
Washington, DC
STUDIOS architecture
2013-2014
STUDIOS was contracted
to design the amenity spaces
for this high end apartment
development. A bold focus
on rich materials and
interesting lighting drove
this design. Spaces included
the main lobby with leasing
office,a lounge,a dining area
with pantry, a gym with a
yoga studio and a rooftop
clubhouse.
Involvement with this
project included assisting
the design team through SD
and the production of the
DD and CD drawing sets.
United Nations Foundation
Washington, DC
STUDIOS architecture
2013-2014
This interior office fit-
out for United Nations
Foundation in downtown
Washington focused on
connecting individuals
through open architecture.
The main architectural
move carved an atrium
through 3 floors of the
main circulation spaces,
connecting them with a
monumental stair.
Involvement with this
project began in early CA
with the coordination
of outstanding design
items and the production
of necessary drawings.
Involvement continued
through punch list.
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

4. MichaelWGriffin
griffin.michaelw@gmail.com 781.771.9567
Charlesview Development
Brighton, MA
CBT Architects
2011-2013
Charlesview will bring 240
residentialunits,retailspace
and a community center to
reinvigorate an industrial
neighborhood in Brighton,
MA.
The project spans over 5
city blocks with 3 large
apartment buildings and
19 townhomes. A single
story parking garage sits
below grade along Western
Ave. Park space and a
redesigned streetscape will
enhancetheformerderelict
site and bring a greater
sense of community pride
to the area.
Charlesview is on schedule
tobecompletedinSummer
2013.
working sketch to understand detail site plan
Charlesview Development
Brighton, MA
CBT Architects
2011-2013
Charlesview brought 240
residential units, retail space
and a community center to
reinvigorate an industrial
neighborhood in Brighton,
MA.
The project spans over
5 city blocks with 3 large
apartment buildings and 19
townhomes. A single story
parking garage sits below
grade along Western Ave.
Park space and a redesigned
streetscape enhances the
former derelict site.
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

5. MichaelWGriffin
griffin.michaelw@gmail.com 781.771.9567
current pier boston | rendering
Graduate Thesis Project
Self Storage Intervention:
Wind Farm Hybrid
Northeastern University
Spring 2010
Windpowergenerationcan
beenhancedbyhybridizing
the wind farm form with
strategically shaped and
placed buildings.
Thesebuildingsacttocatch,
direct and accelerate wind
currents. The self storage
program is one that is
adaptable to any footprint
and apolitical enough to be
placed within almost any
context. Additionally, self
storage makes for a cheap
yet profitable placeholder-
tenant. This allows
construction to begin prior
tolockinginserioustenants.
The intervention as a
whole acts to invigorate
the industrial banks of
the Mystic River with
a waterfront park and
boardwalk peppered with
amenities. This park will
compliment the upcoming
Assembly Square shopping
development and T Stop
across the river.
summer and winter wind patterns
master plan | buildings, urban park, boardwalk,
structure | unifying truss system built into architecture
section|sixfloorplatesbookendedbyturbinesupportingcores;windsculptingparapet
roof plan | rendered with 11am shadow
uppper floor plan | self storage units shown
sculpted wind
turbinediagrid
turbinetotems
sculpted wind | compressed by berm and truss
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

6. MichaelWGriffin
griffin.michaelw@gmail.com 781.771.9567
UndergraduateDegreeProject
New BSA Headquarters
Northeastern University
Spring 2009
This is the final project of
my undergraduate educa-
tion. Working in teams of
two, most aspects of real-
lifearchitecturaldesignand
building construction were
toucheduponandresolved.
The project considered site
impact,materialchoice,user
needsandrelationships,the
user and public experience,
structure and loads, circu-
lation, ventilation, heating
andcooling, fireprotection,
accessibility, local sun and
wind patterns and the con-
struction sequence.
Our responsibility as the
designers was to utilize in-
telligent integrated design
as much as possible. This
included hydronic coils
within the floor slabs, geo-
thermal wells imbedded in
thegroundpiles,anexternal
shading system on the fa-
cade,naturalventilation,and
strategicallyplacedthermal
masses and reflective sur-
faces.
The design promotes col-
legiality among a variety of
user groups including the
public. Thelargeatriumand
open floor plans create a
web of visual connections
that will foster a sense of
unity for the BSA.
Thebuildingbecomesavital
element for the surround-
ingsitewithitsgrandpublic
stairandurbanbalcony,con-
necting the upper Summer
Street to the lower devel-
oping Seaport District.
in situ rendering
facade + slab section
atrium rendering
daylighting study
bay model at 1/2”scale
evening southeast elevation
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

7. MichaelWGriffin
griffin.michaelw@gmail.com 781.771.9567
MichaelWGriffin
Sugar Pavilion
First Hand Projects
Summer 2010
Project was part of an
intensive studio. It was
designed and built entirely
by high school students
under the design and
construction guidance of
Daniel Hewett and myself.
Exploded Axon
Section & Elevation
Interior Photo
Framing Deck
Framing Walls
Framing Roof
Sketching Ability
American Institute for
Roman Culture
Spring 2007
Personal Exercises:
Trevi Fountain Elevation
Roman Aqueducts
Campenile at Pisa
griffin.michaelw@gmail.com 781.771.9567
Kitchen & Greatroom Reno
Lynnfield, MA
Freelance Work
2012
Kitchen redesigned as
open concept with a
transitional aesthetic.
This was achieved by
removing walls and mixing
contemporary appliances,
lighting and tile work with
traditional millwork and
moldings.
Hand Sketches
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

8. Nathan Minch | Principal at STUDIOS architecture
Project Principal/Manager | Aug 2013 - Present
202 736 5946
nminch@studios.com
Jyutika Baheti | Associate Principal at STUDIOS architecture
Project Manager | Aug 2013 - Present
202 736 5903
jbaheti@studios.com
Emil Gosselin | Senior Associate at CBT Architects
Project Architect | Sept 2011 - Aug 2013
617 646 5206
gosselin@cbtarchitects.com
References
Relationship
Contact
MichaelWGriffin
griffin.michaelw@gmail.com 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567
www.linkedin.com/in/michaelwgriffin