Work sample 2013 2015 by Yu Zheng

MILLBROOK Construction Documents 2014.3 - 2014.8 bh+a

Gross Building Area 107,100 SF Total Unit - 100

2014-0721

2014-0729

2014-1007

ARCHITECT

METAL PANEL LEGEND A.8 A.7 A7.5

MP2

SINGLE SKIN CORRUGATED METAL PANEL ON 3" INSULATED METAL CARRIER, INSTALLED VERTICALLY, TEXTURE: RIBBED, COLOR B: ZINC GREY

MP3

3" INSULATED PANEL, TYPICAL AT SPANDREL PANELS, INSTALLED HORIZONTALLY; TEXTURE SMOOTH, COLOR B: ZINC GREY

MP4

3" INSULATED PANEL, 3/4" REVEAL JOINT TYPICAL,INSTALLED VERTICALLY, TEXTURE: SMOOTH, COLOR C: CHAMPAGNE GOLD

MP5

SINGLE SKIN CORRUGATED METAL PANEL ON GALVANIZED STEEL FRAME; INSTALLED VERTICALLY; TEXTURE: RIBBED, COLOR B: ZINC GREY

MP6

3" INSULATED PANEL, BUTT JOINTS TYPICAL, INSTALLED VERTICALLY TEXTURE: SMOOTH, COLOR C: CHAMPAGNE GOLD

Partial Roof Elevation, North at Roof Deck

2'-0"

EL+114.03'=+93'-7"

STRUCTURAL GLASS GUARDRAIL

PH05A

PENTHOUSE

MP1

HORIZONTAL REVEAL (TYPICAL)

14'-6 15'-1"7/8"

MP2 PANEL

2 A313

12'-1 1/2" 12'-0"

PNL R.O. 8'-9 1/2" PNL

REVISIONS

MP4

B1R

A1R

C1R

11'-2" 11'-0" 99'-0"

A615

MASONRY CAVITY WALL WITH FULL BULLNOSE STRETCHER BRICK SILL UNITS, BRICK MASONRY, AND SPLITFACED CMU MASONRY, HALF HIGH SIZE

1 A300

DCI BENCHMARK: FIRST UNDERLINED ELEVATIONS REPRESENT THE DCI MEASURED HIGH POINT AT THE BUILDING PERIMETER.

3'-0"

SIGNAGE AS PROVIDED BY SIGN VENDOR

BULLETIN 012 BULLETIN 018

EL+64.96'=+44'-1"

BULLETIN 024-B

BULLETIN 026

10'-11 11'-0"7/8"

C1R

JAN. 15, 2015 FEB. 13, 2015

DATE APRIL 13, 2015

DRAWING TITLE

North and South Elevations

DRAWING INFORMATION

10'-11 11'-0"3/4"

A1R

NOV. 24, 2014

MARCH 30, 2015

A621 2ND FLOOR EL+31.90'=+11'-0 1/4"

1 A203b

7 F1N

EQ EQ

A621

ALUMINUM CURTAIN WALL SYSTEM W/ INSULATED LOW-E GLAZING WITH STEEL KNIFE PLATE ATTACHMENTS TO ALUMINUM AIRFOIL SUN SHADE SYSTEM

MP6

11'-0 11'-0"1/4"

WALL MOUNTED LED FIXTURE

B1R

AUG. 29, 2014

3RD FLOOR EL+42.88'=+22'-0"

MP4

DOOR & LOGO C1

MP1

A631

A1R

BULLETIN 007

EL+53.87'=+33'-0"

1 B1

CONFORMANCE ISSUE

2 3

4TH FLOOR

C1R

5TH FLOOR

11'-1" 11'-0"

A1R

R.O. 7'-9 1/2"

11'-2" 11'-0" 10'-11 11'-0"3/4"

EL+17.50'=+3'-4 9/16"

BASEMENT EL+10.00'=-10'-10 1/2"

NORTH ELEVATION

MP3 (TYPICAL AT SPANDREL PANELS)

MP6

HIGH SPEED INSULATED METAL GARAGE DOOR

Landscape Architect Landworks Studio 112 Shawmut Ave, Studio 6B Boston, MA 02118 617 426-3030

EL+76.08'=+55'-2 1/2"

MP1

CAVITY WALL 1 COURSE: FULL BULLNOSE STRETCHER BRICK SILL UNITS, H: 3 5/8"X BED: 6 1/2" X L: 7 5/8" COLOR: BLACK DIAMOND 1 COURSE: BRICK MASONRY, MONARCH SIZE 3 5/8" X 3 5/8" X 15 5/8" COLOR: BLACK DIAMOND OTHER COURSES: SPLITFACED CMU, HALF HIGH SIZE 3 5/8" X 3 5/8" X 15 5/8", COLOR TO BE CHOSEN BY ARCHITECT

6" ALUMINUM AIRFOIL SUN SHADE SYSTEM FASTENED TO CURTAINWALL VERTICAL MULLIONS BRICK MASONRY CAVITY WALL AT VESTIBULE, MONARCH SIZE 3 5/8" X 3 5/8" X 15 5/8" COLOR: BLACK DIAMOND STOREFRONT SYSTEM AT ENTRY DOOR

SOUTH ELEVATION

EL. -1' - 8"

1 A300

CUSTOM DOOR PULL 1 1/4" DIAM. x 5'-0" BRUSHED STAINLESS STEEL, SATIN FINISH, DOOR PULLS, US32D316 ALLOY SEE CIVIL DRAWINGS FOR ALL SIDEWALK & PAVING ELEVATIONS

12" HIGH BRICK CAVITY WALL, MONARCH SIZE, WITH BRICK MASONRY FULL BULLNOSE STRETCHER SILL AT BASE OF MP4 5 A402

10'-10 1/2" 4'-0"

D:\Revit Local\3142_Millbrook_R2014_asullivan.rvt 4/13/2015 12:17:19 PM JA, YZ

COMPOSITE ALUMINUM PANEL SYSTEM WITH FIRE RESISTANT CORE AT CANOPY FASCIA

1ST FLOOR EL+20.88'=+0' - 0"

PENTHOUSE

Civil Engineer Design Consultants, Inc. 120 Middlesex Ave, Suite 20 Somerville, MA 02145 617 776-3350

6TH FLOOR

MP1

METAL PANEL JOINT (TYPICAL)

11'-0 11'-0"1/4"

CURB

C2R

MP1

11'-0"

7'-9 1/2" 18'-8" PNL R.O.

A313

Structural Engineer Goldstein-Milano LLC 125 Main Street Reading, MA 01867 781 670-9990

EL+88.21'=+67'-4"

A621

C1R

2ND FLOOR EL+31.90'=+11'-0 1/4" EL. 31.90'

7'-2 1/2"

6'-7 7/8"

R.O.

7'-2 1/2"

1'-10"

SEE CIVIL DRAWINGS FOR ALL SIDEWALK & PAVING ELEVATIONS

A2R

B2C

10 ALUMINUM THERMAL WINDOW SYSTEM W/ INSULATED LOW-E GLAZING AND CASEMENT UNIT

3RD FLOOR EL+42.88'=+22'-0"

MP6 F4

11'-1" 11'-0"

PNL

PNL 7'-2"

PNL

7'-2"

B1R

MP1 3'-0" C2

A2R

EL+53.87'=+33'-0"

R.O. 7'-3 1/2"

PNL

R.O. 7'-3 1/2"

CLIENT

Somerville Millbrook Associates, LLP

EL+114.03'=+93'-7"

EL+102.78'=81'-+10 3/4"

MP1

4TH FLOOR

MP1 B1

1'-0 1/2"

PNL

PNL R.O. 7'-9 1/2"

PNL 7'-8"

R.O. 7'-9 1/2"

A621

9 and 39 Medford Street Somerville, MA 02143

7TH FLOOR

EL+64.96'=+44'-1"

PNL A1

7'-2"

B1R

9'-0"

MP4

5TH FLOOR

A622

MP3 (TYPICAL AT SPANDREL PANELS)

METAL PANEL JOINT (TYPICAL)

7'-8"

PNL A1

7'-2"

8'-7".

MP4 B2C

6TH FLOOR EL+76.08'=+55'-2 1/2"

R.O. 7'-3 1/2"

MP1

18'-7 1/2"

MP1 C2R

12'-1 1/2" 12'-0"

A321 SIM

2'-0"

1'-7".

EL+88.21'=+67'-4"

PNL

8'-8"

6'-0"

7TH FLOOR

A621

8'-9 1/2"

43'-6 1/2"

8'-8"

MP2

R.O. 8'-9 1/2"

6'-0"

B2R

8'-9 1/2"

MP1

ALUMINUM THERMAL WINDOW SYSTEM W/ INSULATED LOW-E GLAZING & CASEMENT UNIT

P11

A615

PROJECT NAME

MEP Engineer Allied Consulting Engineering Services, Inc. 215 Boston Post Rd. Sudbury, MA 01776 978 443-7888

T.O.S. ROOF L.P. 93' - 7"

METAL GUARDRAIL

EL+102.78'=81'-+10 3/4"

MP1

3'-0"

13'-1" 11'-3"

9'-1"

R.O.

PH06A

TOP OF PARAPET EL+117.11'=+96'-2 3/4" ROOF DECK EL+115.86'=+95'-0"

MP2

T.O.S. ROOF L.P. 93' - 7"

1 A212

13'-1" 12'-11"

OVERFLOW SCUPPER

2 A642

10'-0"

ROOF DECK EL+115.86'=+95'-0"

MP2

Bargmann Hendrie + Archetype, Inc. 300 A Street Boston, MA 02210 617 350-0450 Tel

PROJECT TEAM 2'-11 3/8"

1'-4 1/2"

14'-6 15'-1"7/8"

SIM

TOP OF PARAPET EL+117.11'=+96'-2 3/4"

OVERFLOW SCUPPER

1'-8 1/4"

bh+a

c/o Berkeley Investments 121 High Street Third Floor Boston, MA 02110

9'-1"

A642

R.O. 8'-9 1/2"

5'-0"

MP5 SCREEN WALL

HEAD HEIGHT

2'-11 3/16" MP2 METAL PANEL AT STAIR & ELEVATOR PENTHOUSE BEYOND

F.O. PANEL

1'-4 1/2" F.O. PANEL

F.O. PANEL

C.2

F.O. PANEL

E 2'-11 5/8"

1 A300

F.O. PANEL

1/8" = 1'-0"

METAL PANEL LAYOUT ORIGIN LINE

ROOF DECK

R.O. 7'-9 1/2"

MP5 SCREEN WALL

3" INSULATED PANEL, BUTT JOINTS TYPICAL, INSTALLED VERTICALLY TEXTURE: SMOOTH, COLOR A: BONE-WHITE

8'-5 1/2"

MP1

F.O. PANEL

B.1

8'-8"

MP2

B.6.5

8'-8"

B.6

A300

7'-8"

C.1

7'-8"

C.3

5'-0"

C.4

DCI BENCHMARK: FIRST UNDERLINED ELEVATIONS REPRESENT THE DCI MEASURED HIGH POINT AT THE BUILDING PERIMETER.

1ST FLOOR EL+20.88'=+0' - 0" GRADE EL+17.50'=+3'-4 9/16"

JUNE 9, 2014 DATE OF ISSUE

CONSTRUCTION DOCUMENTS DESCRIPTION

1/8" = 1'-0" SCALE

03142 PROJECT #

JA, YZ DRAWN BY

3142 Millbrook_R2014.rvt FILE NAME

BASEMENT EL+10.00'=-10'-10 1/2"

DRAWING NUMBER

A203 Copyright BH+A, Inc.

ARCHITECT

METAL PANEL LAYOUT ORIGIN LINE

bh+a

1 A301

8'-7 7/8"

10 3/4" 5'-4"

4'-9 1/4"

9'-0"

7'-4 7/8"

9 1/4"

8'-0"

2'-10" 3'-2"

3.6

3.3

14'-6"

12'-0"

3'-3"

4'-8 1/4"

18'-0"

4'-7 1/4"8 5/8" 6 1/2"

PROJECT NAME

18'-0"

12'-4 3/8"

4'-4 1/2"

8'-2 3/8"

18'-0"

7'-0 1/2"

1'-5"

12'-0"

3'-5 1/8"

9 and 39 Medford Street Somerville, MA 02143

CLIENT

4'-8

5/8 "

A202 8'-0

1 3'-0

UNIT PH 04 2 BR + DEN /2 BATH

82'10 3

/8"

24'0"

A641

8'-0

" 3'-0

003.1

UNIT PH 03 1 BR + DEN/1 BATH ACCESSIBLE

202

13'13

/8"

PROJECT TEAM

A.7

B B.1

002

1 BR /1 BATH

5'-4 1/4"

102

105

002

1 A615

8'-0"

103

UNIT PH 10

28'-8 1/2"

103

UNIT PH 09 1 BR+DEN/1 BATH

103

2 BR /2 BATH

UNIT PH 08 1 BR + DEN/1 BATH

26'-0 3/4"

31'-10 1/4"

UNIT PH 07 1 BR/1 BATH

103

UNIT PH 06 2 BR + DEN /2 BATH

1 4'-0"

8'-0"

12'-0"

24'-9 1/2"

3'-2"

6'-4"

1 A623

16'-7 3/4"

2'-3"

8'-0"

16'-6"

6'-1 1/4"

3 A301 8.9 9

18'-0"

A301 9.1

4'-1 1/4"

3'-4"

8'-0"

2'-10"

13'-0"

8.6 8.3

1'-6 1/8"

3'-2 1/8" 4'-7 1/4"

9'-0"

3'-4" 2'-3"

8'-0"

7'-5"

26'-6"

6.7 7

5'-7 1/4"

9'-3 1/2"

A201 7.4

13'-10 1/4" 18'-8 1/2"

12'-0" 33'-0"

CONFORMANCE ISSUE BULLETIN 018

BULLETIN 024-A

BULLETIN 026

AUG. 29, 2014 FEB. 13, 2015 MARCH 30, 2015 APRIL 13, 2015

5 DATE

DRAWING TITLE

Penthouse Floor Plan

6.6

5.8 6

11'-7 3/4"

3'-5 1/8"

1'-7 3/4"

18'-0"

11'-1 1/4"

18'-0"

A301

A311

5.6

4.8

4.7

3.3

3.2.5 3.2

4'-11"

16'-7 7/8"

DRAWING INFORMATION

1.3 3

1.2

.1 1

NOTE: PROVIDE FLASH PATCHING TO ACCOMODATE DIFFERENT ELEVATIONS AND FLATNESS OF FLOOR SLABS. PROVIDE EVEN SUBSTRATE FOR FINISH MATERIAL NOT TO EXCEED MAAB VALUES FOR ACCEPTABLE SLOPE AND CROSS SLOPE.

METAL PANEL LAYOUT ORIGIN LINE

18'-0"

D.5

2'-6"

1'-4 5/8"

18'-0"

1'-4 3/4"

11'-10 3/4"

1'-4 3/4"

10.1

REVISIONS 1

D.9

A641 12'-0"

13'-0" 1'-4 3/4"

10.4 11

8'-0"

A623

18'-0"

11.9 12

2'-6"

18'-0"

10'-6"

12.9

12'-0"

39'-0"

4 8'-11"

2'-4" 3'-0"

A203

A641

20'-0"

LOCATION AT 7TH FLOOR BELOW

2'-11 1/2"

METAL GUARDRAIL (TYP.)

LOCATION AT ROOF ABOVE

FRENCH BALCONY

2'-4 3/4"

2'-10 1/8"

30'-2 1/2"

C.5

10'-2 1/2"

37'-0"

UNIT PH 11 2 BR + DEN / 2 BATH

8'-6 1/4" 1'-0"

105 105

16'-9 1/2"

9'-0"

34'-3 1/4"

Sim

2'-11 1/4"

18'-8"

6 A411

5'-0"

103

002

16'-11"

8'-7"

103

20'-0"

105

ELEV 2

5'-7 3/8"

205 Sim ELEV 1

A300

6'-4"

102

20'-0"

10'-0" 5 1/4" Concrete Slab new

UNIT PH 05

FEC

Landscape Architect Landworks Studio 112 Shawmut Ave, Studio 6B Boston, MA 02118 617 426-3030

9'-0"

PH18

7'-2"

5'-2" PH19A

NORTH CORRIDOR

B.7 1

11'-0"

PH15

5'-9 1/4"

207

102

ELEC / DATA PH17

6'-1 1/8"

6'-0 3/8"

TRASH

FRENCH BALCONY

MEP Engineer Allied Consulting Engineering Services, Inc. 215 Boston Post Rd. Sudbury, MA 01776 978 443-7888 Civil Engineer Design Consultants, Inc. 120 Middlesex Ave, Suite 20 Somerville, MA 02145 617 776-3350

B.6

47'-2 1/8"

PH17A

PH15A 101.1

102

106

Structural Engineer Goldstein-Milano LLC 125 Main Street Reading, MA 01867 781 670-9990

A.6

11 1/4"

8 3/8"

102

209

8TH FLOOR EL 102.78' DCI BENCH MARK 9 1/4"

4'-11"

PH14

CORRIDOR PH16

102

10'-7 1/2"

8TH FLOOR EL 102.78' DCI BENCH MARK

PH14B

5'-2 3/4"

ELEVATOR VESTIBULE

c/o Berkeley Investments 121 High Street Third Floor Boston, MA 02110

A.1

3'-5 1/8"

2'-10 9/16"

102

5'-0 1/8"

FEC

2'-5 1/4"

4 1/8"

7'-10"

8'-0" 4'-10 1/2"

7'-6 3/8"

PH13A

7' - 3"

VESTIBULE PH12 PH14A

105

12'0"

202

24'-10 1/8"

DN 208

Somerville Millbrook Associates, LLP

AA.1 "

8 5/8"

6'-2 3/4"

4'-0

5 A421 103

3'-7 1/4"

8 5/8"

103

16'-7 7/8"

14'-4 3/4" 2'-9 1/8"

1'-3 23/128"

14'-10 1/4"

8'-0"

002

202

PROJECT NORTH

JUNE 9, 2014 DATE OF ISSUE

DRAWING NOTES D:\Revit Local\3142_Millbrook_R2014_asullivan.rvt 4/13/2015 12:15:07 PM JA, YZ

2.2

002

1'-0 1/2"

5'-4 1/2"

3.7

32'-2 1/8"

1 BR /1 BATH

8TH FLOOR EL 102.78' DCI BENCH MARK

1'-0" TYP

4.4

9'-3 1/2"

10'-6 3/8"

SHIFT TRACK

STAIR 2 PH13

2 BR/2 BATH

8'-0" 48'-8 7/8"

18'-8 1/2" 4'-3 1/2"

UNIT PH 02

9'-8 1/2"

16'-11"

D.4

10"

22'-8 3/4"

002

D.5

18'-0"

13'-8 1/2"

1'-4 3/4"

6 A424

8'-3 1/4"

2'-10" 8'-9 1/4"

C.4

6'-9"

FRENCH BALCONY

103

3'-5"

16'-7 1/8" 5'-2"

4.9.6 4.9

202

7'-2" 76'-6 7/8" C.3

20'-0"

C.1

7 3/4"

18'-4"

8'-0"

3'-0 3/4" 5'-0 1/4" 3'-1 3/4"

6.4

2'-1 7/8"

2'-11"

UNIT PH 01

B.6

10'-7 1/4"

42'-0"

16'-0"

10'-0"

20'-0"

B.1

6.5

10'-6"

A.7

7.2

18'-0" 12'-8"

23'-3 1/2"

8.3

1'-4 3/4"

FACE OF METAL PANEL

A203

18'-0"

7'-4 3/4"

A.5

8.4

A202

18'-0"

15'-10 3/4"

8.9

16'-7 1/8"

NEW STEEL COLUMN W/ 1HR SPRAYAPPLIED FIRE PROOFING AND GYPSUM WALL BOARD WRAP (TYP. @ PENTHOUSE)

A300

9.7

A301 16'-7 13/16" 9" PRECAST CONCRETE TERRACE PAVER SYSTEM OVER RIGID INSULATION OVER MEMBRANE ROOFING SYSTEM; DUALLEVEL ROOF DRAIN (TYP. @ PENTHOUSE)

10.2

8 47/128" 2'-11 17/64"

10.6

8'-2"

10.7

5'-2" 2'-6 91/128"

11 11.9

2'-10"

12 12.9

Bargmann Hendrie + Archetype, Inc. 300 A Street Boston, MA 02210 617 350-0450 Tel

1. SEE DRAWINGS A702 TO A708 FOR ENLARGED UNIT PLANS 2. ALL DIMENSIONS TO FACE OF FINISH GYPSUM WALL BOARD UNLESS NOTED OTHERWISE 3. IN BRACE WALLS, SHIFT TRACK TO CONCEAL BEAM ATTACHMENT CLIPS WITH FIREPROOFING AND TO ALLOW ELECTRICAL CONDUIT FRAME TO PASS BRACE COLUMNS 4. LOCATE ELECTRIC PANELS

1'-6" FROM CORNER

5. EXTEND ONE HOUR FIRE RATED CONSTRUCTION TO FACE OF EXTERIOR TYPE X SHEATHING AT ALL DEMISING WALL (TYPICAL)

CONSTRUCTION DOCUMENTS

DRAWING LEGEND

DESCRIPTION

1/8" = 1'-0"

NEW CONSTRUCTION EXISTING CONSTRUCTION CONCRETE BLOCK

SCALE

03142 PROJECT #

JA, YZ DRAWN BY

3142 Millbrook_R2014.rvt FILE NAME

DRAWING NUMBER

A105 Copyright BH+A, Inc.

ARCHITECT

16'-7 3/4"

18'-0"

10 3/4" 3'-0"

7'-10"

25'-6"

3'-0"

6'-0"

18'-0" 13'-0 5/8"

7 1/4"

3'-0"

6'-0"

18'-8 1/2"

3'-0"

6'-0"

9'-0"

9'-3 1/2"

18'-0" 5 1/2"

12'-0"

6'-0"

3'-0"

6'-0"

18'-0"

7'-0 1/2"

10'-6"

3'-0" 3.2.5

LINE OF CANOPY ABOVE

LINE OF MASONRY BELOW, TYP.

9'-0 "

A SHIFT TRACK FIRE COMMAND CENTER

5'-5 3/4"

103

205 Sim

5'-0" 1'-2"

16'-11"

LOUNGE

5'-7"

JANITOR 122

37'-10 7/8"

102

104

16'-10" SHIFT TRACK

1 A313

2 A312

FEC

1 A300

SHIFT TRACK

104 SIM

011A

RAMP DOWN

STORAGE

ARTS AMENITY

PROVIDE BLOCKING IN WALL FOR TV SEE A407

123

8'-3 1/2" 118A

6'-11 3/4"

9'-4 7/8"

121

120A

MAINTENANCE OFFICE

TOILET

103

124A

120

125

124

D.2

UNIT 105

FITNESS CENTER

123A

LOADING CORRIDOR

117 103

A407

6'-0"

13'-6"

6'-0"

10'-6"

6'-0"

9'-0" 7 1/4"

10" 16'-7 3/4"

18'-0"

6'-0"

9'-6"

6'-0"

3'-0"

4'-0"

9'-5"

2BR + 2 BATH

103

SHIFT TRACK

PROVIDE BLOCKING IN WALL FOR TV SEE A407

REVISIONS D.8

A407

5'-4"

10'-7 3/4"

18'-0"

16'-9"

3'-0"

6'-0"

3'-8 1/2"

18'-0"

18'-8 1/2"

6'-0"

18'-0" 17'-6"

9'-3 1/2"

18'-0"

9 1 A301

BULLETIN 018

BULLETIN 018-04 REV

MARCH 19, 2015

BULLETIN 24 A

MARCH 30, 2015

AUG. 29, 2014

FEBRUARY 13, 2015

DATE

16'-7 7/8"

DRAWING TITLE

3.2.5

6.2

METAL PANEL LAYOUT ORIGIN LINE

12.9

8.3

CONFORMANCE ISSUE

6'-0"

18'-0"

First Floor Plan

LINE OF MASONRY WALL BELOW 8.9

18'-0"

190'-9 3/4"

10.1

Landscape Architect Landworks Studio 112 Shawmut Ave, Studio 6B Boston, MA 02118 617 426-3030

A312

121B

8'-11"

Civil Engineer Design Consultants, Inc. 120 Middlesex Ave, Suite 20 Somerville, MA 02145 617 776-3350

103 SIM 001

1 A401

C.2

119A

7'-9 7/8"

118

112

EXISTING CONC. STRUCTURE

122A

STORAGE

GALLERY/ MEDIA ROOM

1 A733

111

102

104

UNIT 104 1 BR /1 BATH

125A

119

17'-9 3/4"

12 A406

111A 103A

TOILET

1 A407

4 FRP WAINSCOTING 121A

EXPOSED BRACE FRAME

1'-5 1/2"

CORRIDOR 116

102

117A

SHIFT TRACK 5'-7 3/8"

110A

D.4

115

001

004

003

002

115A

ELEC./TEL.

001

113

001

112A

TRASH ROOM

ELEV 2

4'-3"

3'-0"

114

206

113A

1'-3 1/4"

B.8

126A 102

6'-0"

ELEV 1

ELEV. HOISTWAY

102

1'-7 3/4"

102

Structural Engineer Goldstein-Milano LLC 125 Main Street Reading, MA 01867 781 670-9990 MEP Engineer Allied Consulting Engineering Services, Inc. 215 Boston Post Rd. Sudbury, MA 01776 978 443-7888

103

102

116A

9'-10 1/8"

17'-8"

110

1'-5 1/2"

18'-7 1/2"

MAIL ROOM

14'-7"

LEVEL 5 FINISH

STAIR 3 103

7 1/4"

6 A411

5'-8 5/8"

205 002

C.3

102

102.A

209

207

S3 104A

C.8

FEC 10"

LOWER VESTIBULE 17.5' DCI BENCH MARK

101C

C.4

2'-4 1/2"

CORRIDOR 109

5'-0"

LEVEL 5 FINISH

S1 101A

9'-0 "

PROJECT TEAM

A.9

108A

1ST FLOOR EL 20.86' DCI BENCH MARK

202

1ST FLOOR EL 20.48' DCI BENCH MARK

Somerville Millbrook Associates, LLP c/o Berkeley Investments 121 High Street Third Floor Boston, MA 02110

A.8 13'6"

UNIT 103 1 BR + DEN/ 1 BATH

202

9'-5 3/4"

11 1/2"

A.2

126

204 sim

1ST FLOOR EL 20.90' DCI BENCH MARK

2 A424

CLIENT A

STAIR 1

3'-1 3/4" 5"

4'-7"

STAIR 4

9 and 39 Medford Street Somerville, MA 02143

9'-0 "

EQ EQ

009B

103.A

107

LEVEL 5 FINISH

2'-5 1/4"

6'-8"

SLAB ELEVATION 20.88' DCI BENCH MARK

LOBBY 104

UNIT 102 1 BR/1 BATH ACCESSIBLE

8'-1"

C.1

13'-9 1/2"

6'-3 1/4"

MO 4'-3 1/2" 1'-11 1/2"

20'-0"

UNIT 101

PACKAGE CLOSET

101B.1

101B.2

4'-5 7/8"

3'-0 "

1 BR/1 BATH

STAIR 2 108

107A

9'-2 1/2"

20'-8 3/4" CURTAINWALL

14'-2"

VESTIBULE 101

202 204 sim

001

106A

S10

A403

13'6"

3 A421

11'-6"

105A

3'-0 "

SHIFT TRACK

103

001

11'-9 1/4" 1

20'-0"

SHIFT TRACK 104

106

12'-2"

3'-2"

4'-3 1/8"

A7.5

B.6.5

A300

002

105

A.8 B

MANAGEMENT OFFICE 2 A619

PROJECT NAME

16'-7 7/8"

9'-0"

6'-0 "

3'-5 1/8"

6" ALUMINUM AIRFOIL SUNSHADE SYSTEM

11"

16'-7 1/8"

A.2

1 1.1

18'-0"

4'-11 1/2"

3'-0"

3 3.7

3.9

7'-1 1/4"

3'-0"

BREAK LINE OF EXISTING BUILDING

20'-0"

3'-0"

7.3

9'-0"

9'-2 1/2"

8.9

12'-10 3/4"

4'-4" EDGE OF CANOPY

9.5

15'-1 1/8"

10 10.2

16'-7 1/8"

16'-11"

12 13

Bargmann Hendrie + Archetype, Inc. 300 A Street Boston, MA 02210 617 350-0450 Tel

1'-6"

A301

20'-0"

A301

bh+a

OR PO IGIN INT LIN TO E O CE F M NT ET ER AL LIN PAN EO F P EL LA AN YO EL UT

METAL PANEL LAYOUT ORIGIN LINE

3.1 6

3 A311 BREAK LINE OF EXISTING BUILDING

DRAWING INFORMATION

NOTE: PROVIDE FLASH PATCHING TO ACCOMODATE DIFFERENT ELEVATIONS AND FLATNESS OF FLOOR SLABS. PROVIDE EVEN SUBSTRATE FOR FINISH MATERIAL NOT TO EXCEED MAAB VALUES FOR ACCEPTABLE SLOPE AND CROSS SLOPE.

N PROJECT NORTH

JUNE 9, 2014 DATE OF ISSUE

CONSTRUCTION DOCUMENTS

D:\Revit Local\3142_Millbrook_R2014_yzheng.rvt JA, YZ 3/31/2015 8:34:32 PM

DESCRIPTION

DRAWING NOTES

1/8" = 1'-0"

DRAWING LEGEND

SCALE

03142

1. SEE DRAWINGS A702 TO A708 FOR ENLARGED UNIT PLANS

NEW CONSTRUCTION

2. ALL DIMENSIONS TO FACE OF FINISH GYPSUM WALL BOARD UNLESS NOTED OTHERWISE

EXISTING CONSTRUCTION

3. IN BRACE WALLS, SHIFT TRACK TO CONCEAL BEAM ATTACHMENT CLIPS WITH FIREPROOFING AND TO ALLOW ELECTRICAL CONDUIT FRAME TO PASS BRACE COLUMNS 4. LOCATE ELECTRIC PANELS

1'-6" FROM CORNER

5. EXTEND ONE HOUR FIRE RATED CONSTRUCTION TO FACE OF EXTERIOR TYPE X SHEATHING AT ALL DEMISING WALL (TYPICAL)

CONCRETE BLOCK

PROJECT #

JA, YZ DRAWN BY

3142 Millbrook_R2014.rvt FILE NAME

DRAWING NUMBER

A101 Copyright BH+A, Inc.

2014-1007

2014-1024

2015-0116

2015-0123

LINE OF EXISTING MASONRY EXTERIOR WALL, ON FLOORS 1 THROUGH 7, TO BE DEMOLISHED 7 5/8"

1'-8" BASE AND FLOORING AS SCHEDULED

2 3/4"

1'-0 1/8" 5/8" 6" 5/8" 3"

7/8"

ACOUSTIC SEAL, TYPICAL

FOURTH FLOOR LEVEL 33'-0" 7/8" 3 A616

7 5/8"

8 1/2"

1'-8"

2'-6 1/2"

1'-1" V.I.F.

TO EDGE OF CONC.

4 1/2" 1 1/2"

ACOUSTIC SEALS AT TOP AND BOTTOM OF GWB, TYPICAL

1'-0 3/4"

BOTTOM OF SOFFIT 2" SILL

ROUGH OPENING

2 1/2"

A 1 E

3" INSULATED METAL PANEL ON 7/8" STEEL SUBGIRT ( PER METAL PANEL ENGINEERING ) ON 5/8" TYPE X EXTERIOR SHEATING ON LIGHT GAUGE METAL FRAMING ( LGMF ) PER LGMF ENGINEERED DESIGN

11 3/8"

9 1/2"

EXISTING CONCRETE SLAB AND BEAM (VERIFY DIMENSIONS IN FIELD)

9 1/2"

2 1/8" 1/2" SIGHT LINE 3/4" 1 3/8"

3RD FLOOR LEVEL 22'-0"

1 A622

11 1/2"

ACOUSTIC SEAL AT TOP AND BOTTOM OF INTERIOR GWB, TYPICAL

3 1/2" SIGHT LINE

1 3/8"

ROUGH OPENING

ACOUSTIC SEALS AT TOP AND BOTTOM OF GWB, TYPICAL

2'-11 1/2" 1

2 HOUR CAVITY FIRESTOP ASSEMBLY ON FIXING BRACKET (SECURED UNDER STUD WALL) AT EACH FLOOR SLAB, TYPICAL

2'-6 1/2"

3 A622

2 1/2"

BASE AND FLOORING AS SCHEDULED

4 1/2" 1 1/2" 1'-0 3/4"

MP1 METAL PANEL ASSEMBLY ACOUSTIC SEALS AT TOP AND BOTTOM OF GWB, TYPICAL

2 1/2"

BASE AND FLOORING AS SCHEDULED

5/8" EXTERIOR SHEATHING

2" SILL

ROUGH OPENING

BASE AND FLOORING AS SCHEDULED

2ND FLOOR LEVEL 11'-0"

2 HOUR CAVITY FIRESTOP ASSEMBLY ON FIXING BRACKET (SECURED UNDER STUD WALL) AT EACH FLOOR SLAB, TYPICAL

9 1/2"

EXISTING CONCRETE SLAB AND BEAM (VERIFY DIMENSIONS IN FIELD)

3" INSULATED METAL PANEL ON 7/8" STEEL SUBGIRT ( PER METAL PANEL ENGINEERING ) ON 5/8" TYPE X EXTERIOR SHEATING ON LIGHT GAUGE METAL FRAMING ( LGMF ) PER LGMF ENGINEERED DESIGN

2'-6 1/2"

9 1/2"

11 1/2"

HORIZONTAL 7/8" STEEL SUBGIRT SUPPORTING THE METAL PANEL SYSTEM (DESIGNED BY THE METAL PANEL FABRICATOR,) ON 5/8" TYPE X EXTERIOR SHEATHING, ON 7/8" FURRING CHANNELS (AT CONCRETE SLAB AND COLUMN LOCATIONS ONLY)

ACOUSTIC SEAL AT TOP AND BOTTOM OF INTERIOR GWB, TYPICAL

11 3/8"

2'-6 1/2"

EXISTING CONCRETE SLAB AND BEAM (VERIFY DIMENSIONS IN FIELD) 2 1/2"

2 1/8" 1/2" SIGHT LINE

ROUGH OPENING

2" DEFLECTION TRACK TYPICAL

1 A622

10 A621 TOP OF JOINT

STACK JOINT

1 3/8"

3/4"

3 1/2" SIGHT LINE

1 3/8"

LINE OF CONCRETE PIER BEYOND

1 MP6 METAL PANEL ASSEMBLY

STEEL COPING CONTINUES UP 8" BEHIND BASE EXTRUSION, SECURE TO EXTERIOR SHEATHING 4 1/2"

ACOUSTIC SEALS AT TOP, BOTTOM, AND BOTH SIDES OF WALL, TYPICAL

SIGHT LINE

4 3/4"

2 3/4"

1 1/2"

1ST FLOOR LEVEL 0'-0"

ALUMINUM BASE EXTRUSION (1" EXPOSED) BY METAL PANEL MANUFACTURER, MECHANICALLY FASTENED AND SEALED CONTINUOUSLY WITH BUTYL SEALANT AND MARRIAGE BEAD TO METAL PANEL SYSTEM VERTICAL JOINTS.

5/8" EXTERIOR SHEATHING

1 1/2" 2"

5 1/4"

LINE OF DEMOLISHED EXISTING BRICK MASONRY EXTERIOR WALL, ON FLOORS 1 THROUGH 7

BASE AND FLOORING AS SCHEDULED

1ST FLOOR LEVEL 0'-0" = 20.88 2 A321

2 1/2" 6 3/4"

1 1

1'-5" V.I.F.

1'-3"

4'-4"

EXISTING CONCRETE PILASTER

3 A321 3 A321

GRADE LEVEL (VARIES) -4'-0" (LOWEST POINT)

GRADE LEVEL (VARIES) -4'-0" (LOWEST POINT) 3/4"

3/4"

Section Detail at Fixed Window with Raised Sill at MP3 1 1/2" = 1'-0"

Enlarged Wall Section 1 1/2" = 1'-0"

2015-0203

2015-0317

2015-0428

2015-0505

2015-0707

CHAIN FORGE Historical Tax Credit Application 2014.9 - 2015. 6 bh+a

Gross Existing Area 55,000 SF Gross Proposed Area 175,000 SF 230 Proposed Hotel Rooms

CHAIN FORGE

KAVANAGH ADVISORY GROUP, LLC 100 Conifer Hill Dr, Suite #412, Danvers MA, 01923

Roof of Penthouse 55' - 0"

Fifth Floor 43' - 0"

Fourth Floor 29' - 8" Third Floor 20' - 4" Second Floor 11' - 0"

Ground Floor 0' - 0"

Proposed East Elevation 1/16" = 1'-0"

Roof of Penthouse 55' - 0"

Fifth Floor 43' - 0"

Fourth Floor 29' - 8" Third Floor 20' - 4" Second Floor 11' - 0"

Ground Floor 0' - 0"

Existing East Elevation

1/16" = 1'-0"

Bargmann Hendrie + Archetype, Inc. 300 A Street Boston, MA 02210 Tel: (617) 350-0450 11/04/14 D:\Revit Local\3183_Chain Forge_Central - Alternate Hotel Layout_JTobin.rvt

N E

Type 5 530 SF

Type 3 460 SF

Type 2 340 SF

Type 1 310 SF

Type 2 380 SF

Type 1 530 SF

Type 1 400 SF

Type 1 390 SF DN

Type 2 330 SF

Type 2 450 SF

Type 1 390 SF

Type 1 440 SF

Type 2 390 SF

Type 1 440 SF

Type 2 450 SF

Type 1 390 SF

Type 2 390 SF

Type 2 450 SF

Type 1 390 SF

Type 1 450 SF

Type 2 390 SF

Type 2 440 SF

Type Q 440 SF

Type K 380 SF

Type Q 370 SF

Type 1 390 SF

Type K 380 SF

Type Q 370 SF

Type Q 380 SF

Type Q 370 SF

Type Q 380 SF

Type Q 370 SF

Type K 300 SF

Type K 380 SF

Type K 290 SF

Type K 370 SF

Type K 550 SF

Type Q 370 SF

Concealed Space

Pool Deck

Type 1 320 SF

Type 4 360 SF

Pool

Type 1 300 SF

Type K 310 SF

Type 1 300 SF

Type K 310 SF

Type 1 300 SF

Type K 310 SF

ELEMENT

Type 4 360 SF Type 2 320 SF

Type 4 360 SF

Fitness

Type 1 330 SF

Type 3 470 SF

Open to Below

ALOFT

Open to Below

Concealed Space

Type 1 320 SF

Type 2 330 SF

Type 1 360 SF

Type 3 370 SF

Type 1 360 SF

Type 3 360 SF

Type 1 360 SF

Type 3 360 SF

Type 3 440 SF

Type Q 430 SF

Type K 350 SF

Type Q 350 SF

Type K 280 SF

Type K 320 SF

Type Q 360 SF

Type Q 430 SF

Aloft Element Support

Kavanagh Advisory Group, LLC

16'

32'

3rd Floor Plan

Other Projects Proposal and Schematic Design 2013-2014 bh+a