griffin - resume, works and refs 2016

Experience STUDIOS architecture | Project Designer/Manager | Washington, DC | Aug 2013 - PresentCurrently 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 2013Managed 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 | 2012Designed 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 2013Cultivated a strong online presence to enhance the VCI brand, engage new and existing clients and increase web traffic.

First Hand Projects | Studio Leader/Assistant Director | Sudbury, MA | July-August 2010Selected 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 | 2007Produced 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 | 2010Masters of ArchitectureThesis: Wind farm and self-storage building typologies can be enhanced with a symbiotic relationship.

Northeastern University | College of Arts and Sciences | Boston, MA | 2009Bachelors 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 | 2015IIDA Boston Fashion Show | Designer, Model | Boston, MA | 2011, 2012Boston Architectural College | Portfolio Reviewer | Boston, MA | August 2011First Hand Projects | Design/Build Volunteer | Sudbury, MA | June 2010Northeastern University | Studio Teacher’s Assistant | Boston, MA | Fall 2005

www.linkedin.com/in/michaelwgriffin

[email protected] 617 W Drummond Pl, #1AE Chicago, IL 60614 781.771.9567

RD OD

J

31

A8.25A4

3A8.25A

_____________________

PIZZA PREPWAITER

61.0

cm

2'-0

"

129.5

cm

4'-3

"

221.0

cm

7'-3

"

221.0

cm

7'-3

"

160.0

cm

5'-3

"

350 .5

cm

11'-

6"

27.9 cm

0' - 11"

27.9 cm

0' - 11"

MINI

MIZE

DIM

30.5 cm

1' - 0"

30.5 cm

1' - 0"

381.0

cm

12'-

6"

243.8 cm

8' - 0"

30.5 cm

1' - 0"

61.0

cmUP

PER

2'-0

"

46.2 cm1' - 6 3/16"

30.5 cm

1' - 0"

91.4 cmCLEAR

3' - 0"

71.1

cmLO

WER

2'-4

"

R6'

- 7"

R 4' -7"

R 2' - 6"

152.4 cmADA COUNTER

5' - 0"

30.5 cm

1' - 0"

53.3

cmAD

A

1'-9

"

1 52.4

cmCL

EAR

5'-0

"

EQEQ

DIE WALL BENEATH AS SCHEDULED

124.5

cmTO

TALB

AR

4'-1

"

1A8.25B

_____________________

2A8.25B

_____________________

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

3A8.25A

_____________________

11'-

6"12

'-6"

PIZZA PREPWAITEROPEN TO STRUCTURE ABOVE

WOO

DTR

ELLIS

PIZZA RESTAURANTCEILING AS SCHEDULED

BAR BELOW. SHOWNDASHED FOR CLARITY.

6'-5

"3'

-5"

1'-8

"1'

-8"

3'-5

"

R 5' - 1"2

A8.25B_____________________

7' - 0"

±6" OVERLAP

BAR

SHEL

VING

BELO

W

LP12

1' - 0"

TYP.

30.00°

3' - 0"

LR16

LR16

LR16

LR16

2'-1

0"

GWB-211' - 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"

EQEQ

EQEQ

LR16

LR16

P2

106.7 cm

3' - 6"

12

12

1' - 6" 1' - 6"

0'-7

3/4"

0'-7

3/4"

12

J

91.4

cm

3'-0

"

106.7

cm

3'-6

"

B.O. WOOD TRELLIS+10' - 0" AFF

WAITERSTATIONBEYOND

1A8.25B

_____________________

A8.25B2

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)

+350.5cmGWB FASCIA, P2, ALL 3 SIDES

31

B.O. DOME LIGHT

+7' - 3"

FINISH FLOOR

0' - 0"

WINE SHELVING

WINE BAR

CHALKBOARDSIGN/MENUCOLUMN IN FRONT,

SHOWN DASHEDFOR CLARITY.

B.O. STRUCTURE

VARIES (±13' - 2")

CEILING

+11' - 6"

CHALKBOARDSIGN/MENU

EXISTING STRUCTURAL FRAMING

DECORATIVE WINEBARREL 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 (INCLUDINGRECESSED CENTER AND TWO FLANKING PILASTERS) FROMFINISH FLOOR UP TO 144" AFF.

STANDARD VENUE NOTES:1. PARTITIONS: ALL PARTITIONS PROVIDED BY GC.2. BLOCKING: GC TO PROVIDE FRT WOOD BLOCKINGWITHIN PARTITIONS, FULL EXTENT OF VENUES' BACKWALLS BETWEEN 30" AFF AND 96" AFF, UON.3. PARTITION FINISH: PARTITION FINISH PAINT PROVIDEDBY GC. PARTITION FINISH WALL TILE FURNISHED BYOWNER, INSTALLED BY GC. FOR WALL TILE LAYOUT,REFER TO WALL TILE ELEVATION DRAWINGS IN A9.00SERIES..4. PARTITION BASE: WHERE FLOOR FINISH IS TILE, GC TOPROVIDE COVE BASE TILE, FULL EXTENTS OF PARTITIONSWITHIN VENUE, UON. WHERE FLOOR FINISH IS RESIN, GCTO PROVIDE INTEGRATED RESIN COVE BASE.5. DIE WALLS: GC TO CHALK OUT LOCATION OF DIE WALLSIN FIELD, TYP. DIE WALLS AND DIE WALL FINISHESPROVIDED BY OWNER'S DIRECTLY CONTRACTED VENDOR(ODCV), TYP.6. DIE WALL BASE: WHERE FLOOR FINISH IS TILE, GC TOPROVIDE COVE BASE TILE, FULL EXTENTS OF INTERIORFACES OF DIE WALL. WHERE FLOOR FINISH IS RESIN, GCTO PROVIDE INTEGRATED RESIN COVE BASE, FULLEXTENTS OF INTERIOR FACES OF DIE WALL.7. COUNTERS & MILLWORK: FRONT AND BACK COUNTERSAND MILLWORK PROVIDED BY ODCV, TYP.8. EQUIPMENT: ALL EQUIPMENT, APPLIANCES, SINKS ANDSHELVING, ETC, PROVIDED BY ODCV, TYP, UON.9. FLOORS: FLOOR FINISH FURNISHMENTRESPONSIBILITIES VARY, REFER TO FINISH SCHEDULE.FLOOR FINISH INSTALLED BY GC, TYP.10. CEILINGS: CEILING ASSEMBLY AND FINISH PROVIDEDBY GC, TYP, UON.11. LIGHTS: LIGHT FIXTURE RESPONSIBILITIES: REFER TOLIGHT FIXTURE LEGEND IN A3.00 SERIES.12. SIGNAGE: ALL SIGNAGE PROVIDED BY OWNER ORODCV.

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

4/29/20162:17:23 PM

A8.25A

ENLARGED VENUE -WINE BAR

14161.01

EATALY BOSTON, 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 11/30/20154 ISSUED FOR CONSTRUCTION 01/14/20166 BULLETIN 1 02/12/20167 BULLETIN 2 02/19/20169 BULLETIN 3 03/15/201612 RFI #80 04/27/2016

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

SPI 3

0

SPI 60SPI 130 F

Argus

cm.133

SOILEDCLEAN

BREAD

o pzioneA

washing

cooktop washing

breakfastbarwith

wheels

(customdesign

tove rify)

dw

c ooking

tec.area

wher e

toarrive

with

allpipes

cm.258Argus

cm.258Argus

F G H J K L M N O

P

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 T6

27.2

TA

TB

TC

TD

TE

TF

TG

COOKINGSCHOOL

232

BREAKROOM

236

BOILERROOM

234

MEN'S242

WOMEN'S241

IT CLOSET240

KITCHENCOLD PREP

244

KITCHENHOT PREP

245

DISHWASHING246

OFFICES231A

CONF. RM231B

PASTRYKITCHEN

228

BAKERY226

PIZZAPREP

211WAITER210

WAREHOUSESTORAGE

237

TH

34A

E.6

NIC

NIC

NIC

NIC

FRESHPASTA

206

ROTISSERIE205

SALAMI &CHEESE

PREP249B

SALAMI &CHEESERETAIL

249A

MOZARELLARETAIL

248A

MOZARELLAPREP248B

WINE BAR255

CRUDOREST.256A

SEAFOODREST.256B

SALUMI &CHEESE

RESTAURANT254

FLEX REST.257

WAITERSTATION

258

PIZZAREST.

212

PASTAREST.

207

HR OFFICE218B

CASHOFFICE

218A

SEAFOODMARKET

229

PREP AREA230B

BUTCHER230A

BREADRETAIL

227

VENCHI221

PIADINA217

GELATO220

COFFEE216

WINE ANDBEER252A

CHECKOUT

BOYLSTON201

CHILLEDWINE252B

C.C.247

GASTRONOMY225

VEGGIE223

JUICE BAR224

PASTRY222

INFO214

CHECKOUT213

4

2A7.20

_____________________

1A7.20

_____________________

PASTAWINE PIZZA

SEATING208

PIAZZA253

SEAFOODSEATING

259

MAIN SHOP200

REFER TO A8.01 FORMORE INFORMATION

J.3

20

1

1

1

1

11

13

8

25

25

1

11

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

STORAGE203A

BASEBUILDING

MECHANICALROOM

BASEBUILDING

ELECTRICALROOM

BB ELECROOM

BBTELECOM

ROOM

ADJACENTTENANT

BASEBUILDING

AIR INTAKEPLENUM

BASEBUILDING

BOHCORRIDOR

BASEBUILDING

BOHCORRIDOR

ADJACENTTENANT

ADJACENTTENANT888

BOYLSTONLOBBY

GELATOPREP

219

STORAGE252C

FOODCART

204

STORAGE235BEV. STOR.

MEATTAKE-AWAY

MEATTAKE-AWAY

MOZZ.TAKE-AWAY

MOZZ.TAKE-AWAY

DECO

RATI

VE W

INE

STOR

AGE

SEAF

OOD

TAKE

-AW

AY

A8.371

A8.25A1

A8.421

A8.321

HVAC ELEC. PANELS

ELEC. PANELS

WINE BAR209 1

A8.341

A8.351

A8.311

A8.261

A8.281

A8.301

G.5

28.5

A8.361

A8.221

A8.231

A8.241

A8.411

A8.401

A8.391

A8.381

A8.491

A8.331

A8.271

A8.291

A8.601

A8.461

A8.471

A8.465

A8.48A1

BOHCORRIDOR

233

BOHCORRIDOR

243

MEZZANINESEATING

202

ARCADEENTRANCE

215

KEGWALK-IN

250

STAIR C251

STAIR A200A

STAIR B200B

ELEVATORA

ELEVATORB

10

2

2

2

2 2

2 2

6" STUD WALL,ACCOMMODATE PANELS

WATER PIPES

WATER PIPES(8) ELEC PANELS

19' - 0"

A8.011

A8.617

7A8.62

_____________________

MATERIAL LIFTCONTROLLERPANEL

25

25

FA PANELROOM

260

ADA

5' - 0"

N

P R O J E C T N O.

DATE:ISSUED FOR:



5/4/2016 11:10:14 AM

A2.02

COORDINATION PLAN -LEVEL 2 ARCADE

14161.01



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 INFORMATION2 OWNER PROVIDED DIE WALL, CONTRACTOR TO PROVIDE STENCILED LAYOUT FOR ALL DIE WALL LOCATIONS PRIOR

TO INSTALLATION FOR OWNER APPROVAL.3 NEW GLASS GUARDRAIL4 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 ELEVATOR9 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 TOMAKE 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 BELOW23 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 HORIZONTALGALVANIZED 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 TOSUPPORT AIRCRAFT CABLE, HANGERS AND LIGHTS. PROVIDE STAINLESS STEEL HANGERS ATTACHED TO STEELTUBES FOR AIRCRAFT CABLE FOR HANGING LIGHT FIXTURES. AIRCRAFT CABLE TO BE INDUSTRIAL STRENGTHSTAINLESS STEEL. COORDINATE LIGHT FIXTURE CABLING TO RUN PARALLEL TO AIRCRAFT CABLE. PAINT ALLEXPOSED STEEL WITH EXTERIOR GRADE PAINT. ALL GALVANIZING TO BE HOT DIPPED GALVANIZED. SEAL ALLPENETRATIONS TO BE WEATHER TIGHT. DO NOT PENETRATE ROOFING MEMBRANE.

24 NEW CONCRETE PAD AT NON-LANDLORD PROVIDED MECHANICAL UNITS. EXTENTS OF CONCRETE PAD TO MATCHFOOTPRINT 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, SUPPORTINGDECORATIVE 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 1DISCHARGE. PATH PROVIDED BY LANDLORD; PART OF BASE BUILDING GREENROOF DESIGN.

29 CONDUCTOR HEAD AT GUTTER BETWEEN EXISTING SKYLIGHT AND NEW CONSTRUCTION, WITH LEADER DOWN TOROOF BELOW

30 EXISTING METAL TRAP DOOR, 30"x30", ACCESS TO "MOAT" BELOW. VERIFY LOCATION IN FIELD. NOTIFY ARCHITECT IFDOOR 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 WALL32 PROVIDE FRT BLOCKING AS REQUIRED TO ACCOMODATE OWNER PROVIDED WALL

MOUNTED SHELVING; FINAL LOCATION TO BE DETERMINED33 ROOF HATCH FIXED ACCESS LADDER. REFER TO SPECIFICATIONS34 THERMALLY BROKEN ROOF HATCH.REFER TO SPECIFICATIONS35 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 OF38'-4",VIF). SEE FLOOR SECTION DETAIL.

37 GC TO PROVIDE STEEL DUNNAGE PLATES BENEATH OVENS; (1) PLATE, CENTERED BELOW EACH OVEN LEG. REFERTO A9.01 AND STRUCTURAL FOR MORE INFORMATION.

38 GUTTER TERMINATES AT CONDUCTOR HEAD AND LEADER DOWN TO ROOF BELOW39 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 ANDENTRANCE DOORS (ELEVATION OF 21'-10",VIF). FEATHERED CONCRETE MAY BE NEEDED IN BOH CORRIDOR IF FLOORFINISHES 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 GATE43 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 WITHEGRESS PATHS EXIST.

44 PROVIDE FRT WOOD BLOCKING IN WALL. COORDINATE LOCATIONS WITH WALL MOUNTED ELEVATOR EQUIPMENT.

14

1414

1 DESIGN DEVELOPMENT 07/24/20153 CONSTRUCTION DOCUMENTS 11/30/20154 ISSUED FOR CONSTRUCTION 01/14/20166 BULLETIN 1 02/12/20167 BULLETIN 2 02/19/20168 DEPT. OF HEALTH COMMENTS 02/26/20169 BULLETIN 3 03/15/201611 BULLETIN 4 04/14/201614 DOH REVISIONS 04/25/2016

N

30

31

T7

TE

1'-9"

MAX

MINI

MIZE

1'-10" MAX

MINIMIZE

33.0

cm

1'-1

"

223.5

cmOP

ENIN

GFO

RME

ATCA

SE

7'-4

"

33.0

cm

1'-1

"

6 02.0

cmBU

TCHE

RC A

SE

19'-

9"

94.0 cmBUTCHER DOOR

3' - 1"

33.0

cm

1'-1

"9"

PREP SINK

MEAT GRIDNER

SHEL

F AT

68" A

FF

UC STORAGECABINET

BAND SAW

MEAT CASE

BUTCHER BLOCKWORKTABLE

HANDSINK

SCALE

SCALE

BUTCHER DISPLAY CASE

BUTCHER DISPLAY CASE

CRYOVAC MACHINE

PREP SINK

SHEL

F AT

68" A

FF

UC STORAGECABINET

472.4

cm

15'-

6"BA

CKCO

UNTE

R

86.4 cm

2' - 10"

160.7

cm

5'-3

1/4"B

ACK

COUN

TER

CLEA

R

8'-9

"MIN

91.4 cm

3' - 0"

33.0

cm

1'-1

"

43.2 cm

1' - 5"

96.5 cm

3' - 2"

61.0 cm

2' - 0"

91.4 cmCLEAR

3' - 0"

CLEAR

3' - 0" MIN

A8.35 4

A8.35 2

6A8.35

_____________________

5A8.35

_____________________

TRASH

UC STORAGECABINET

TRASH

91.4 cm

3' - 0"

91.4 cm

3' - 0"

91.4

cmAT

POS

3'-0

"CLE

AR

106.7 cmTILE RIBBON

3' - 6"

61.0 cm

2' - 0"

141.9 cm

4' - 7 7/8"

BUILDINGEXPANSIONJOINT

COORDINATEDIMENSIONS OFMILLWORK WITHREFRIGERATEDDISPLAY EQUIPMENT

A9.04 6

N

30

31

T7

TE

6A8.35

_____________________

5A8.35

_____________________

GWB-210' - 0"

EXPANSION JOINT

MEAT CASEBELOW,SHOWN

DASHED FORCLARITY

3' - 0"

OPEN

TOST

RUCT

URE

ABOV

E

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

4A8.17

_____________________

2'-6

"2'

-6"

LR1

EQEQ

2' - 2"

12

3'-6

"0'

-10"

3'-5

1/2"

3031

MEAT CASECLEARGLASS,

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

304.8

cm

10'-

0"

91.4

cmAT

POS

COUN

TER

3'-0

"HOL

D

EQUI

PMEN

T

PER

BUTCHER SURROUND CLAD WITHTEXTURED PAINT FINISH. RETURN WALLS

TO HAVE CONTINUOUS FINISH.

B.O. DECK

VARIES (±16' - 4")EXISTING STRUCTURAL FRAMING

BACKWALL: EATALY STANDARD MARBLE CLAD

MILLWORK: EATALY STANDARDMARBLE CLAD, GLASS GUARD

SHELF

0.0cm

VARIES (±442.0cm)

+304.8cm

+213.4cm

VARIES (±497.8cm)

P8

P8 P8P8

P8

TDTE

29.9

CEILING

+10' - 0" AFF

FINISH FLOOR

0' - 0"


+14' - 6" AFF

B.O. DECK

VARIES (±16' - 4" AFF)

BACKWALL: EATALY STANDARD MARBLE CLAD SHELF

LOW DOOR


N T7


PENDANT LIGHTS

91.4

cmBA

CKCO

UNTE

R

3'-0

"

86.4

cmFR

ONT

COUN

TER

2'-1

0"

MILL

WOR

KER

PER

CEILING

+10' - 0" AFF

B.O. PENDANT LIGHTS

+7' - 0" AFF

LEVEL 2

0' - 0"


+14' - 6" AFF

B.O. DECK

VARIES (±16' - 4")

COLUMNSURROUNDBEYOND

DUCTWORK,VIF

0.0cm

VARIES (±442.0cm)

+304.8cm

+213.4cm

VARIES (±497.8cm)

N T7


CEILING

+10' - 0" AFF

LEVEL 2

0' - 0"


+14' - 6" AFF

B.O. DECK

VARIES (±16' - 4" AFF)

SURROUND

COLUMN

DOOR TOSEAFOODMARKETBEYOND

MEAT CASE

CONCRETE PANEL-CLAD STUD WALL,SURROUNDINGAGING CASE

DUCTWORK,VIF

0.0cm

VARIES (±442.0cm)

+304.8cm

+304.8cm

30.5 cmSTONE

1' - 0"

BUTCHER 230A/B

VENUE RESPONSIBILITIES

UNIQUE VENUE NOTES:A. MARBLE CLADDING AT BACK WALL PROVIDED BYODCV. PAINTED GWB FINISH ABOVE MARBLEPROVIDED BY GC.B. TROWEL APPLIED CEMENTITIOUS FINISH WITHDECORATIVE SEAMING, SURROUNDING BUTCHERVENUE, TO BE PROVIDED BY GC.

STANDARD VENUE NOTES:1. PARTITIONS: ALL PARTITIONS PROVIDED BY GC.2. BLOCKING: GC TO PROVIDE FRT WOOD BLOCKINGWITHIN PARTITIONS, FULL EXTENT OF VENUES' BACKWALLS BETWEEN 30" AFF AND 96" AFF, UON.3. PARTITION FINISH: PARTITION FINISH PAINT PROVIDEDBY GC. PARTITION FINISH WALL TILE FURNISHED BYOWNER, INSTALLED BY GC. FOR WALL TILE LAYOUT,REFER TO WALL TILE ELEVATION DRAWINGS IN A9.00SERIES..4. PARTITION BASE: WHERE FLOOR FINISH IS TILE, GC TOPROVIDE COVE BASE TILE, FULL EXTENTS OF PARTITIONSWITHIN VENUE, UON. WHERE FLOOR FINISH IS RESIN, GCTO PROVIDE INTEGRATED RESIN COVE BASE.5. DIE WALLS: GC TO CHALK OUT LOCATION OF DIE WALLSIN FIELD, TYP. DIE WALLS AND DIE WALL FINISHESPROVIDED BY OWNER'S DIRECTLY CONTRACTED VENDOR(ODCV), TYP.6. DIE WALL BASE: WHERE FLOOR FINISH IS TILE, GC TOPROVIDE COVE BASE TILE, FULL EXTENTS OF INTERIORFACES OF DIE WALL. WHERE FLOOR FINISH IS RESIN, GCTO PROVIDE INTEGRATED RESIN COVE BASE, FULLEXTENTS OF INTERIOR FACES OF DIE WALL.7. COUNTERS & MILLWORK: FRONT AND BACK COUNTERSAND MILLWORK PROVIDED BY ODCV, TYP.8. EQUIPMENT: ALL EQUIPMENT, APPLIANCES, SINKS ANDSHELVING, ETC, PROVIDED BY ODCV, TYP, UON.9. FLOORS: FLOOR FINISH FURNISHMENTRESPONSIBILITIES VARY, REFER TO FINISH SCHEDULE.FLOOR FINISH INSTALLED BY GC, TYP.10. CEILINGS: CEILING ASSEMBLY AND FINISH PROVIDEDBY GC, TYP, UON.11. LIGHTS: LIGHT FIXTURE RESPONSIBILITIES: REFER TOLIGHT FIXTURE LEGEND IN A3.00 SERIES.12. SIGNAGE: ALL SIGNAGE PROVIDED BY OWNER ORODCV.

P R O J E C T N O.

DATE:ISSUED FOR:



4/29/20162:21:45 PM

A8.35

ENLARGED VENUE -BUTCHER

14161.01



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

66

6

6

7

9

9

9

3 CONSTRUCTION DOCUMENTS 11/30/20154 ISSUED FOR CONSTRUCTION 01/14/20166 BULLETIN 1 02/12/20167 BULLETIN 2 02/19/20169 BULLETIN 3 03/15/201612 RFI #80 04/27/201614 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

EatalyBoston, MASTUDIOS architecture2014-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.

Eataly Wine Shop & Eataly Nutella BarNew York, NYSTUDIOS architecture2014-2015

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.


ALIG

N

ALIG

N

ALIG

N

ALIGN

ALIGN

GLAZING AS SCHEDULED

DATUM

1" U

ON

PREFORMED GASKET

REFER TO FINISH PLANS FORSCHEDULED FLOORING.

MTL-1 GLAZING CHANNELGLAZING AS SCHEDULED

PARTITIONS AS SCHEDULED

PREFORMED GASKETFRW BLOCKING AS

REQUIRED


PROVIDE BLOCKING ASREQUIRED

ACOUSTIC BATT INSULATION ASSCHEDULED

FRY REGLET OR EQUIVALENT GLAZING SYSTEMDRYWALL GLAZING TRACK.3/4" TRACK FOR 1/2" GLAZING.1" TRACK FOR 3/4" GLAZING.INSTALLATION AS RECOMMENDED BYMANUFACTURER

PREFORMED GASKET

BRACE STUDS AS REQUIRED

REFER TO RCP

GWB AS SCHEDULED

MOUNTING BRACKET

VERIFY W/AV DISPLAY &

GWB PAINTED TOMATCH ADJACENT WALL

3/4" CONTINUOUS FRPLYWOOD SUBSTRATESUPPORT FOR SCHEDULEDEQUIPMENT

SCHEDULED AV EQUIPMENT,SEE AV DRAWINGS

SCHEDULED GWBPARTITIONS, FINISHED ASSCHEDULED; PROVIDEINSULATION AND LAYERS OFGWB AS SCHEDULED; SPACESTUDS AS REQUIRED TOPROPERLY SUPPORTEQUIPMENT

2" T

YP. CORNER BEADS,

TYP.

DETAILS 10&11 ARE REPRESENTATIVE OF TYPICAL A/V NICHECONDITIONS, WHETHER OR NOT SPECIFICALLY KEYED

SPACE FOR Z-CLIP ATTACHMENT

FLOOR AS SCHEDULEDADHESIVE: SEE SPECIFICATIONS

BASE BUILDING / EXISTING WALL

3/4" MDF BACKING1/4" BACK-PAINTED GLASSADHERED TO SUBSTRATEAS SCHEDULED

4"

1/4" MTL-1 BASE AND TRIM ANGLE

1/2"

1/8"

NOTE:1. NO FASTENERS/ SCREWS TO BE VISIBLE @ BASE ELEVATION.2. TYPICAL DETAIL AT ALL BACK-PAINTED GLASS PANELS

3/4" 1/4"

1/4"

1/8"

TOP OF FINISHED FLOOR (TYP.)

GLAZING CHANNEL BELOW -MITER AT CORNER

GLAZING AS SCHEDULED -MITER @ CORNER

SEALANT - CLEAR

1/4" 1/4"

UON1/4" TYP

GLAZING CHANNEL BELOW


SEALANT - CLEAR

3/4" PLYWOOD SUBSTRATE

1/4"

PARTITION AS SCHEDULED,REFER TO PLAN

Z-CLIPS AS REQUIRED FORSCHEDULED PANEL ATTACHMENT

1/4" BACK-PAINTED GLASSADHERED TO SUBSTRATE ASSCHEDULED

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 TRIMBELOW

PROFILE OF ANGLED WALL &BASE, WHERE OCCURS

SEE RCP

SCHEDULED BACKPAINTED GLASSPANEL - ATTACHED TO SCHEDULED

PARTITION WITH RESILIENT CLIPS. SEEELEVATIONS & FINISH SCHEDULE, TYP.

SCHEDULED BASE, SEEELEVATION & FINISH DETAILS

EDGE OF M1 REVEAL SURROUNDBEYOND

5/8" FIRE RATED PLYWOOD ATBACKPAINTED GLASS AREA ONLY.

PAINT 1/2" REVEAL P4

1/4"

4"

FINISH FLOOR

REAR OF NICHE TO BEPAINTED P4

3/4" CONTINUOUS PLYWOODSUBSTRATE SUPPORT FORSCHEDULED EQUIPMENT

MTL-1 METAL FRAME BEYOND

2" T

YP.

2" T

YP.

SCHEDULED PARTITIONS;PROVIDE INSULATION AND LAYERSOF GWB AS SCHEDULED;SPACE STUDS AS REQUIRED TOPROPERLY SUPPORT EQUIPMENTAND FINISHES

SCHEDULED AV EQUIPMENT, SEEAV DRAWINGS

1/4" MTL-1 BAR STOCK

1/4" MTL-1 FRAME; EASED EDGES(TYP.); NO VISIBLE FASTENERS

1/4" MTL-1 FRAME; EASED EDGES(TYP.); NO VISIBILE FASTENERS

VERI

FY W

/AV

DISP

LAY MOUNTING BRACKET

VERIFY W/AV DISPLAY &

MOUNTING HEIGHT OFEQUIP AND EXACTDIMENSIONS OF NICHETBD BY AV CONSULTANT

1/4"

1/4"

1/2"

CCD4

DEMOUNTABLE PARTITIONFRAME BELOW

GLAZING AS SCHED.

SCHEDULED PARTITION

CLEAR ACOUSTICSEALANT, TYP.DEMOUNTABLE PARTITION FRAME

MITERED CORNER W/ CLEARSILICONE SEALANT

GLASS AS SCHEDULED

PROVIDE BLOCKINGAS REQUIRED

PARTITION AS SCHEDULED

CLEAR ACOUSTIC SEALANT, TYP.DEMOUNTABLE PARTITION FRAME

3"

CLEAR ACOUSTICAL SEALANT, TYP.

DEMOUNTABLE PARTITIONFRAME BELOW

SCHEDULED PARTITION

CLEAR ACOUSTICSEALANT, TYP.

DEMOUNTABLE PARTITION FRAME

TYP.1/4"

TYP.

1/4"

PARTITION AS SCHEDULED

FIN FLR

REFER TO RCP

VERI

FY W

/AV

DISPLAY, MOUNTING BRACKET, ANDMOUNTING HEIGHT REFER TO A/V PACKAGE

FR PLYWOOD BLOCKING ANDBRACING TO STRUCTURE; REFER TOAV PACKAGE FOR DIMENSION

5/8" GWB

8"SS1

1/4" PITTCON STR REVEALCONTINUED

BASE AS SCHEDULED

COORDINATE MOUNTING BRACKET ANDSCREEN W/ REQUIRED RECEPTACLES

SEE

ELEV

ATIO

N

A3

0' - 0 3/4"

3/8"

CORNER BEAD, MUD TAPE & PAINT TO MATCHWALL. ALL SIDES, TYP.3/8" GWBD

SEALANT. COLOR TO MATCH FORBO. ALL SIDES, TYP.FORBO "BULLETIN BOARD" 2182

EXISTING WALL

1/8"


P R O J E C T N O.

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

11/8/201311:07:25AMC:\U sers\mg riffin\D ocumen ts\UNF

-1750P ENN_m griffin.r vt

1750 PENNSYLVANIA AVE NWWASHINGTON, DC 20006

A11.60

DETAILS - GLAZING,BACKPAINTED GLASS,

AND A/V WALLS

10202.20

UNITEDNATIONS

FOUNDATION10202.20

BID & PERMIT 05/01/13

SCALE: 6" = 1'-0"

1 GLAZING DETAIL - BASESCALE: 6" = 1'-0"

2 GLASS TO CORNER PARTITIONSCALE: 6" = 1'-0"

3 TYP. FRAMELESS GLAZING HEAD DETAIL

SCALE: 3" = 1'-0"

11 PLAN DETAIL - PAINTED DRYWALL DISPLAY NICHESCALE: 6" = 1'-0"

9 DETAIL - BACKPAINTED GLASS WALL / FLOOR CONNECTION

SCALE: 12" = 1'-0"

5 PLAN DETAIL - ALL GLASS PARTITION - CORNER

SCALE: 12" = 1'-0"

4 PLAN DETAIL - ALL GLASS PARTITION - BUTT JOINT

SCALE: 6" = 1'-0"

12 PLAN DETAIL - BACKPAINTED GLASS TERMINATION AT CORNER

SCALE: 3" = 1'-0"

10 SECTION DETAIL - BACKPAINTED GLASS & DISPLAY NICHE

SCALE: 3" = 1'-0"

6 DETAIL - DEMOUNTABLE GLASS PARTITION @ CORNER, TYPICALSCALE: 3" = 1'-0"

8 DETAIL - DEMOUNTABLE PARTITION JAMB @ PARTITIONSCALE: 3" = 1'-0"

7 DETAIL - DEMOUNTABLE GLASS PARTITION JOINT, TYPICALSCALE: 1 1/2" = 1'-0"

13 SECTION THROUGH FLAT PANEL RECESS

A3 FOR CONSTRUCTION 07/26/13

CCD #4 10/08/13CCD4

SCALE: 12" = 1'-0"

14 DETAIL - BULLETIN BOARD - GWBD AT FORBO

CCD #7 11/08/13CCD7

CCD7

G.4

1.20

3A9.21

2A9.21

6

A9.21

2

A9.22

4

A9.21

5

A9.21

A9.221

1' - 0"

1' - 0

"

1" GAP BETWEEN PANELS

(3) EQ GL1 PANELS1"

GLASS EDGE TO ALIGN WITHFACE OF COLUMN SURROUND

FACE OF COLUMN SURROUND TOALIGN WITH NEW OP3 PANEL AT RAMP

VIF

VIF

VIF

EXIS

TING

CON

VECT

OR U

NITS

MTL B

AR G

RATE

S

UP

HANDRAIL RETURNS TO FLOOR

HANDRAIL RETURNS TO FLOOR

HANDRAIL RETURNS TO GLASS

1' - 0"

2

A9.22

SIM

3

A9.22

SIM

3

A9.22

VIF

4

A9.22

4

A9.22

5

A9.22

MTL1 SCHLUTER STRIP ON TOP EDGE OF OP3STAIR NOSE. FULL LENGTH OF STAIR NOSE, TYP.

4

A9.21

3' - 0

"3' - 6

"

3' - 0

"

3' - 0

"

(4) EQ GL1 PANELS

6"6"

EXISTING CONVECTOR UNIT

1" TYP.

1" MTL1 SHOE CLADDING

OP3

5

A9.21

3' - 0

"

3' - 6

"

1' - 0

"

OPEN TO BEYOND

1" 1" TYP.

3' - 0

"

EXISTINGCONVECTORUNIT

FINISH AS SCHEDULED

1

A9.22

1/2" MTL1 REVEAL TRIM

1" MTL1 TRIM, TO ALIGN WITH ADJACENT SHOE CLADDING

1" MTL1 SHOE CLADDING

OP3

6

A9.21

4

A9.22

RAMP CONSTRUCTIONAS 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, BOTHSIDES, TYP.

EXISTING STRUCTURE

CONTINUOUS PLYWOOD BACKER FOR OP3.ATTACH WITH CONCEALED FASTENERS.

MIN

2 1/2"

SHIM AS REQUIRED, TYP.

CONTINUOUS MIN. 3/8" THICKSTRUCTURAL STEEL PLATE WELDED TOTUBES, TYP.

1/8"

1"

2 1/2"

1"

EDGE

OF

COLU

MN IN

FRO

NT

MTL1 FINISHED SHOE. 2-1/2" WIDECLEAR SILICONE STRUCTURAL SEALANT

EXISTING STRUCTURE

COLUMN SURROUND BEYOND

PLYWOOD BASE

SS TRANSITION AS SPECIFIED

GWB FINISHED AS SPECIFIED

MTL1 FINISHED SHOE. 2-1/2" WIDECLEAR SILICONE STRUCTURAL SEALANT

EXISTING STRUCTURE

COLUMN SURROUND BEYOND

PLYWOOD BASE

SS TRANSITION AS SPECIFIED

GWB FINISHED AS SPECIFIED

EDGE

OF

COLU

MN IN

FRO

NT

1' - 0

"

1' - 0

"


N

P R O J E C T N O.

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

10/8/2013 6:57:11 PMC:\U sers\mg riffin\D ocumen ts\UNF

-1750P ENN_m griffin.r vt

1750 PENNSYLVANIA AVE NWWASHINGTON, DC 20006

A9.21

ENLARGED PLANSAND SECTIONS - RAMP

10202.20

UNITEDNATIONS

FOUNDATION10202.20

3/4" = 1'-0"1 ENLARGED PLAN - RAMP AT SEATING AREA 1221

3/4" = 1'-0"3 RAMP ELEVATION - PLATFORM SIDE

3/4" = 1'-0"2 RAMP ELEVATION - COLUMN SIDE

3" = 1'-0"4 RAMP DETAIL AT MID RAMP - PLATFORM SIDE

3" = 1'-0"5 STEPS DETAIL AT SEATING AREA 1221

3" = 1'-0"6 RAMP DETAIL AT TOP - COLUMN SIDE CCD #4 10/08/13CCD4

DW

DW

6 7 9 10 11 12

A

B

D

E

F

G

I

L

MATC

HLIN

E

ELEVLOBBY

103

PACKAGE102

ELEVLOBBY

105CORRIDOR120

HEARTH117

DINE /WORK

118

LOUNGE113

TEL104

WD5B1

T1

C1B1

T1

FOYER114

MAIL

116

MAIL

115

T1

ST1

MTL1

MTL1

WD5B1

P1B1

WD1

WD1

B2CONC1

CONC1

C1WC1

ST1

MTL1

MTL1

ST1

ENTRYVESTIBULE

1001

C4

C4

C4

B2RF2

B3

8

T8

T8

2

3

SS1

ST1

MTL1

MTL1

MTL1 MTL1

FWP1 FWP1

UP2

T1

T1

UP2

WD1

MTL1WD1WD1MTL1

WD1 W

D1

WD1

WD1

WD1

UP2

UP2

UP2

UP2

UP1

UP1

UP1 UP1

1I11.50

_____________________

FWP1

MEN125

LEASING106

MEETING107

RESTROOM108

PRINT /COPY

110

PANTRY109

RECEPTION101

T4RF2B2

T1

MTL1

C2C2

8I11.10

_____________________

7I11.10

_____________________

5I9.03

_____________________

MTL1

B4

B4

B5

T4

T4

6I11.10

_____________________

13I11.10

_____________________

T1T1

T1T1T1444

4 4

5

5

5

5

5

5

5

5

7I11.10

_____________________ C4

C5

7I11.10

_____________________

5I11.10

_____________________

SS1PL5

5

5

5

WC2WC255

690 Water Street, SWWashington, DC 20024

t. 202.495.7430

Perkins Eastman DC

N

SCALE:

SEAL

DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

Owner:

Developer:

Civil / Site:

Structural:

MEP:

DATENO. ISSUE

KEY PLAN

Landscape:

Aquatic Design:AQUATIC DESIGN GROUP2226 Faraday AvenueCarlsbad, CA 92008T. 760.438.8400

Interiors:STUDIOS ARCHITECTURE1625 M STREET, NWWASHINGTON, DC, 20036T. 202.736.5900

IT/Security:INTEGRATED COMMUNICATIONS CONSULTING, LLC20868 Waterbeach PlaceSterling,VA, 20165T. 703.421.8901

1919 Gallows Road, Suite 110Vienna, VA 22182703.821.2045

LSG LANDSCAPE ARCHITECTURE

SK&A STRUCTURAL ENGINEERS, PLLC1155 Connecticut Avenue, NWWashington, DC 20036202.659.2520

4910 Massachusetts Avenue, NWWashington, DC 20016202.244.4140

VIKA CAPITOL

301 Water Street, SE Suite 201Washington, DC 20003202.496.6600

FOREST CITY | WASHINGTON

P.O. Box 94877, Cleveland, OH44101-4877

WATERFRONT 1001 4TH STREET, LLC

GIRARD ENGINEERING, PC7600 Lessburg Pike, West Building,Suite 310, Falls Church, VA 22043703.442.8787

Dry Utilities:RICHTER AND ASSOCIATES15865 Crabbs Branch WayRockville, MD 20855T. 301.548.7475

05.05.20142 CD - PERMIT REVIEW07.23.20144 CD - PERMIT SET09.05.20145 CD SET

1/8" = 1'-0"

9/5/

2014

11:

51:3

8 AM

ENLARGED FINISHPLAN - LEVEL 1 -EAST

13132.01

Waterfront StationResidential

SEPTEMBER 5, 2014

I5.01E

1001 4TH STREET, SW WASHINGTON, DC 20024

CONSTRUCTION DOCUMENT SET

1/8" = 1'-0"1 Enlarged Level 1 - Finish Plan - East

PLAN NOTES - FINISH

NOTE NO. COMMENT

1 REFER TO BASE BUILDING DWGS FOR RECESSEDWALK-OFF FLOORING

2 RECEPTION / SECURITY DESK - $25,000 ALLOWANCE3 UNIFOR - RP DEMOUNTABLE GLASS PARTITION W/ GL1

AND DARK BRONZE ANODIZED ALUMINUM FRAMING -BASIS OF DESIGN

4 REFER TO BASE BUILDING DRAWINGS FOR ELEVATORCAB FINISH SPECIFICATIONS AND DETAILS

5 ALL FINISHES TO EXTEND UNDER EQUIPMENT,MILLWORK, FURNITURE AND AREA RUGS, TYP.

6 INTERLOCKING, NON-POROUS, STANDALONE RUBBERSPORTS FLOORING; REFER TO FINISH SCHEDULE FORMORE INFORMATION; PROVIDE TRANSITION WEDGE ATALL OUTSIDE EDGES.

UP

6 7 9 10 11 12

A

B

D

E

F

G

I

L

WOMEN'S1206

STORAGE1203

MATC

HLIN

E

8

SS1

WD5

WD5

3

B5T1

B2CONC1

T2T1

T2T1

T2T1

WOMEN1208

MEN1209

2I11.50

_____________________

LOBBY1200

LIFEGUARD1207

SS2

SS2

11I11.10

_____________________ TYP

T412

I11.10_____________________

15I11.10

_____________________

TYP.

CLUBROOMC1202

HALLWAY1202

MEN'S1205

WD5B3

B5T1

T4


t. 202.495.7430

Perkins Eastman DC

N

SCALE:

SEAL

DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

Owner:

Developer:

Civil / Site:

Structural:

MEP:

DATENO. ISSUE

KEY PLAN

Landscape:








VIKA CAPITOL








1/8" = 1'-0"

9/5/

2014

11:

51:5

7 AM

ENLARGED FINISHPLAN - PENTHOUSE -EAST

13132.01


SEPTEMBER 5, 2014

I5.02E


CONSTRUCTION DOCUMENT SET

1/8" = 1'-0"1 Enlarged Pool Deck - Finish Plan - East

PLAN NOTES - FINISH

NOTE NO. COMMENT

1 REFER TO BASE BUILDING DWGS FOR RECESSEDWALK-OFF FLOORING

2 RECEPTION / SECURITY DESK - $25,000 ALLOWANCE3 UNIFOR - RP DEMOUNTABLE GLASS PARTITION W/ GL1

AND DARK BRONZE ANODIZED ALUMINUM FRAMING -BASIS OF DESIGN

4 REFER TO BASE BUILDING DRAWINGS FOR ELEVATORCAB FINISH SPECIFICATIONS AND DETAILS

5 ALL FINISHES TO EXTEND UNDER EQUIPMENT,MILLWORK, FURNITURE AND AREA RUGS, TYP.

6 INTERLOCKING, NON-POROUS, STANDALONE RUBBERSPORTS FLOORING; REFER TO FINISH SCHEDULE FORMORE INFORMATION; PROVIDE TRANSITION WEDGE ATALL OUTSIDE EDGES.

1/4"

1/8"

1/8" GAP

ELEVATOR DOOR ANDFRAME. REFER TO BASEBUILDING DRAWINGS.

NIC HATCH. REFER TO BASEBUILDING DRAWINGS

WOOD PANEL AS SPECIFIED. REFERTO FINISH NOTES AND PLAN.PARTITION AS SCHEDULED.REFER TO PARTITION PLAN.

1/4" MTL-3 FRAME, FULLJAMB HEIGHT, EASED EDGES,NO VISIBLE FASTENERS.

1/4"

.

.

HAIRLINE JOINT. SEAL TIGHTWITH CLEAR SEALANT.

SCHEDULEDMAILBOX

1/2"R

EVEA

L1/8

"GAP

1/8"G

AP

1/4"

1/8"G

AP

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 ASSCHED.

PARTITIONSAS SCHED.

PARTITIONS ABOVE/BELOW, AS SCHED.

REFER TO FLOOR PLANS& ELEVATIONS

EDGE OF WD3 CEILING ABOVE

SCHEDULEDMAILBOX

FIRE RATED WOODBLOCKING

FIRE RATED WOOD BLOCKINGPARTITION 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"G

AP

MTL3 TRIM FULL HEIGHT, BOTH SIDES OF GLASS PARTITIONFIRE RATED BLOCKING AS REQ'DFRAMING 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, BOTHSIDES OF GLASS PARTITION

FIRE RATED BLOCKING AS REQ'DFRAMING BEHIND AS REQ'D TO FULLY BRACE GLASS PARTITION

1/4"

1/8" SEALANT JOINT; BOTH SIDES OF GLASSPARTITION, FULL HEIGHT, COLOR MATCH TILE.

1/4"

1/4"

1/4" TYP.

10

E

I11.212

OUTSIDE CORNER

2' - 0"

90.00°

I11.213

EQ EQ EQ

1' - 0"

SCHEDULED PARTITION - REFER TO PARTITION PLAN.GC NOTE: ENGINEERED METAL STUDS TYP. AT ALLSTONE WALL FINISHES, TYP.

WALL ASSEMBLY

SCHEDULED STONE - REFER TO FINISH PLAN

1/8" SEALANT JOINT WITH BACKER ROD. SEALANTCOLOR TO MATCH STONE.ALIGN PANELS WITHIN 1/32" TOLERANCE OF EACHOTHER. EACH PANEL CAN BOW/CUP 1/64" MAX INEITHER DIRECTION.

STONE LINER EPOXIED AND DOWELED TOBACK 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 WITHOUTFLEX OR BOUNCE.

1 1/4"

S.S. WIRE ANCHOR FASTENSSTONE TO METAL STUD WALL

MORTAR SPOTS

SELF-DRILLING, SELF-TAPPINGSCREW & FENDER WASHER

SCHEDULED PARTITION -REFER TO PARTITION PLANW

ALLA

SSEM

BLY

SCHEDULED STONE -REFER TO FINISH PLAN

1/8" SEALANT JOINT WITHBACKER ROD. SEALANTCOLOR TO MATCH STONE.

ALIGN PANELS WITHIN 1/32"TOLERANCE OF EACH OTHER.EACH PANEL CAN BOW/CUP1/64" MAX IN EITHER DIRECTION.

STONE FASTENED TO MTL STUDSAS REQ'D, TYP. PANELS ARE TOBE FULLY SECURED ANDWITHOUT FLEX OR BOUNCE.

11/4"

SCHEDULED PARTITION - REFER TO PARTITION PLANWALL ASSEMBLY

SCHEDULED STONE - REFER TO FINISH PLAN

ALIGN PANELS WITHIN 1/32" TOLERANCE OF EACHOTHER. EACH PANEL CAN BOW/CUP 1/64" MAX INEITHER DIRECTION.

1 1/4"

1/2"

1/2"

1/8" THICK METAL TRIM PIECE, FINISH TOMATCH MTL3. MOUNTED ON BLOCKING.

SCHEDULED PARTITIONS -REFER TO FLOOR PLAN

SCHEDULED WOOD FINISH - REFERTO INTERIOR ELEVATIONS

1/2"

1/2"

(MTL-1) SCHEDULED METAL PANEL W/ FIRE RATED WDBLOCKING; ATTACHED TO FIRE RATED MDF W/ CONCEALEDFASTNERS (TYP)

BASE BELOW

1/4"

MTL3 TRIM, FULL HEIGHT FROMTOP OF BASE BELOW

1/8"

1/4"

BLIND DOOR AND FRAME PAINTED TO MATCH MTL1

UPHOLSTERED BANQUETTECONSTRUCTION

SEE BLIND DOOR DETAIL 10 ON SHEETI11.20 FOR FURTHER DETAIL

1/8" GAP

1/2" REVEAL

SCHEDULED PARTITION -REFER TO FLOOR PLAN

SCHEDULED WOOD FINISH - REFERTO INTERIOR ELEVATIONS

BASE BELOW

1/4"

MTL3 TRIM, FULL HEIGHT DOWNTO FLOOR; TOP AND SIDESSURROUNDING REFRIGERATOR.NO VISIBLE FASTENERS.

1/8"G

AP1/4

"

REFRIGERATORSCHEDULED PARTITION -REFER TO FLOOR PLAN

6" DEEP TRIM

MTL3 TRIM, FULL HEIGHT; NOVISIBLE FASTENERS.

SEE A/V

1/4"

1/8" GAP 1/4"2"

1/4"1/8" GAP

1/4"

3 5/8" METAL STUDCONSTRUCTION

BASE BELOWWOOD FINISH AS SHEDULED;ADHESIVE ATTACHED TOSUBSTRATE; REFER TO ELEVATIONS

BLOCKING AS REQUIRED TOSUPPORT MOUNTED DISPLAY12

"

BASE BELOW

1/2" PTD GWB REVEAL

MTL3 DISPLAY SURROUND, NOVISIBLE FASTENERS. SEEDETAIL 4 ON SHEET I11.40 FORFURTHER DETAIL.

1/4"1/8" GAP

WOOD PANEL AS SPECIFIED. REFERTO 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. ALL4 SIDES OF CALL BUTTONS.

1/8" GAP


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:








VIKA CAPITOL








As indicated

9/5/

2014

11:

53:2

4 AM

DETAILS - PARTITION& DOORS

13132.01


SEPTEMBER 5, 2014

I11.21


CONSTRUCTION DOCUMENT SET 3" = 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"10 DETAIL - METAL TRIM AROUND REFRIGERATOR

3" = 1'-0"11 DETAIL - METAL END CAP AT CLUBHOUSE 1201

3" = 1'-0"12 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

ForestCity Waterfront StationWashington, DCSTUDIOS architecture2013-2014

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 FoundationWashington, DCSTUDIOS architecture2013-2014

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.


[email protected] 781.771.9567

Charlesview DevelopmentBrighton, MACBT Architects2011-2013

Charlesview will bring 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 will enhance the former derelict site and bring a greater sense of community pride to the area.

Charlesview is on schedule to be completed in Summer 2013.

working sketch to understand detail site plan

Charlesview DevelopmentBrighton, MACBT Architects2011-2013

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.



current pier boston | rendering

Graduate Thesis ProjectSelf Storage Intervention:Wind Farm HybridNortheastern UniversitySpring 2010

Wind power generation can be enhanced by hybridizing the wind farm form with strategically shaped and placed buildings.

These buildings act to catch, 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 to locking in serious tenants.

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 | six floor plates bookended by turbine supporting cores; wind sculpting parapet

roof plan | rendered with 11am shadow

uppper floor plan | self storage units shown

sculpted wind

turbine diagridturbine totems

sculpted wind | compressed by berm and truss



Undergraduate Degree ProjectNew BSA HeadquartersNortheastern UniversitySpring 2009

This is the final project of my undergraduate educa-tion. Working in teams of two, most aspects of real-life architectural design and building construction were touched upon and resolved.

The project considered site impact, material choice, user needs and relationships, the user and public experience, structure and loads, circu-lation, ventilation, heating and cooling, fire protection, 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 the ground piles, an external shading system on the fa-cade, natural ventilation, and strategically placed thermal masses and reflective sur-faces.

The design promotes col-legiality among a variety of user groups including the public. The large atrium and open floor plans create a web of visual connections that will foster a sense of unity for the BSA.

The building becomes a vital element for the surround-ing site with its grand public stair and urban balcony, 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

Sugar PavilionFirst Hand ProjectsSummer 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 AxonSection & ElevationInterior Photo

Framing DeckFraming WallsFraming Roof

Sketching AbilityAmerican Institute for Roman CultureSpring 2007

Personal Exercises:Trevi Fountain ElevationRoman AqueductsCampenile at Pisa


Kitchen & Greatroom RenoLynnfield, MAFreelance Work2012

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


Nathan Minch | Principal at STUDIOS architecture Project Principal/Manager | Aug 2013 - Present 202 736 5946 [email protected]

Jyutika Baheti | Associate Principal at STUDIOS architecture Project Manager | Aug 2013 - Present 202 736 5903 [email protected]

Emil Gosselin | Senior Associate at CBT Architects Project Architect | Sept 2011 - Aug 2013 617 646 5206 [email protected]

ReferencesRelationship

Contact


www.linkedin.com/in/michaelwgriffin

griffin - resume, works and refs 2016

Documents