Architecture Portfolio by M Emilia Guzman

Maria Emilia Guzman Undergraduate Portfolio

| 01 |

Resume eguzman3991@hotmail.com

Education

May 2016

Experience

Present ..................|... May 2015

713.632.4306

2 Carmel St., Boston, Massachusetts 02120

Northeastern University - Boston, MA

Bachelor of Science Degree in Architecture

Northeastern University

Information Technology Services - Customer Service Assists students, faculty, and customers with online and technical issues as well as keep inventory of library hardware.

Dec. 2013 .......|............ July 2013

Aug. 2012 |.................... June 2012

Skills

McKay Architects - Jamaica Plain, MA

Architecture Design Assistant

KPM Management - Katy, TX Receptionist

Assisted clients on the phone or in person. Kept the other employees up to date with their messages and mail. Kept the office organized allowing for a more efficient environment.

Languages >>>>>

Digital

Manual

AutoCAD

>>>>>

Model Making > > > > >

Spanish > > > > >

Adobe Illustrator

>>>>>

Painting

>>>>>

French > > > > > German > > > > >

Adobe Photoshop

>>>>>

Drawing

>>>>>

SketchUp

>>>>>

Printmaking

>>>>>

Vectorworks

>>>>>

AutoDesk Revit

>>>>>

English

Affiliations

Assisted in entry level drafting and designing residential projects under senior architectâ&#x20AC;&#x2122;s supervision.

Alpha Epsilon Phi Northeastern Sorority Assisted on various committees.

AIAS

Habitat for Humanity

| 02 |

1 7 | 03 |

MixedUse Block ( pg. 5-12 )

Cavity Wall ( pg. 33 )

Summer Graphics ( pg. 13-14 )

Urban MixedUse Block

( pg. 15-22 )

CO-OP

( pg. 23-28 )

Culinary School ( pg. 27-31 )

Watch Tower ( pg. 32 )

| 04 |

Mixed-Use Block Architecture, Infrastructure, & the City Fall 2014 East Boston, MA

Instructor: Dan Adams

Density

There is a larger concentration of buildings on the highlands versus the lowlands.

Building Orientation

Buildings located on the highlands are oriented outwards while on the lowlands they are orientated internally.

Block Fabric

There is an order to the blocks on the highlands while the lowlands are more open.

| 05 |

Taxonomy & Urban Framework

Highland

•Barriers that block views and that create a spacial boundary to the site.

Highland

•Buildings located around the perimeter are broken up by proposed streets. Heights vary allowing for views 1 Low building heights that allow views

to Chelsea Creek Medium building heights that allow views to Constitution Beach 3 Tall building heights that allow views to Boston

•Pedestrian pathways connecting the “towers” to the perimeter buildings. This pathway is raised allowing for more light into the lowland. •Towers that touch the lowland level while being predominantly on the highland level. •Proposed streets to break up the site and in order to get to the parking for the towers. The streets cut through the towers, dividing them between lobby and parking spaces on the ground level

Lowland

•The part of the lowland level that touches down. •Earth mound under the tower’s parking.

Lowland

•Shorter and groomed grass, allowing

for varies activities and outings. •Tall grass marshland.

•The juxtaposing grasslands to the mounds of Earth.

| 06 |

Site Plan

| 07 |

Lowland Plan

Highland Plan

| 08 |

Community Node Ground Floor

First Floor

Second Floor

Tenth Floor

Eleventh Floor

| 09 |

Node Diagram

The community node is separated by six floors to allow the top floors views out to Chelsea Creek, Constitution Beach, and back out to Boston.

| 10 |

Transect Section

| 11 |

| 12 |

The Fens /The ISG Museum Architectural Graphic Representation Summer 2014 Boston, MA

Instructor: Sam Choi Playing Baseball Playing Freesbe

548

Friday Mid-Day Gathering Outside the Park

Gathering In the Park Individual

2,739

Individual Movement

1 2

The Prudential John Hancock Tower

MFA

Welcome Center

War Memorials James P. Kelleher Rose Garden

Basketball Courts

5 6 7

| 13 |

Sports Field

Isabella Stewart Gardner Museum

37,400

Playing Basketball

1919

1922 1918

19 1 6 as

37 T

anda ge on can d Head D enman vas Ross, o il 58 A B

57 At th

S. Sargen

t, oil on

l 7 A Tent in the Rockies John S. Sargent, watercolor on paper

s John o Fall 39 Yoh nvas ca

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12 19

184 0

186

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18 90

3 Santa Maria della Salute from the Giudecca, Ve nice Francis Edward James, watercolor on paper

1884

urtis,

55 S

tan

188 9

a 29 Madame Gautreau Drinking Toast John S. Sargent, oil on wood

1883

17 Re

turn fro oil on m the Lid canvas o Ralp hC

188 8

4 190

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au ge ng ig

1906 10

25 23 22

54 53

1894

1895

47 46 48

sA n

be a Rose Al dy with 59 A La paper pastel on

23 The Headland Karl Fredrik Nordstrom, pastel on paper

28 Head of Isabella Gardner Anders Zorn, pencil and chalk on paper 40 Astar te John S. Sargent, oil on canvas

32 30 29

44 45 43

1899 12 A Snow C a p pe L a n c ia ni, wa d Mount 190 terco 0 lor on ain Rodo lfo paper 5P ort rait And of Mr s. er 25 T s Z orn Grove he , oil A on c r Clev s s ela anva Ge ump nd s o wat rge H tion o erc a 22 olo wley f the T H r h o eM n p allow Virg ape i r ell, pen n Ha arri cil a wa wley age nd 31 ter Ha at Po co lo llow Ca r r t ra on ell, p na G pap enc eor An it o 43 er il an ge dr f ea G d S e s u A rg nd org e er e se Pr oi of n, lo t oi oct n h l o ca e S n c or nv e an a s aA va s nd re a

49 50

1 90 5

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3 2 58

14 13 10

| 14 |

e qu pa ,o an m er Vo per Jan pa s n n m ro oa r iu lo m lo rt co Sa rco tu ter A ate as wa t ( e, w N igh Farg 30 t N La e e a hn nc ) Jo hild Da ce dC a r er va Dan aper izz n pap Si , p Bl rge 32 on rk el o a Fa nL Yo , past Joh w l m Ne ssa nge A Ha g A er p n 11 s rdi on pa anva r eco on c e R rcolo n, oil Th wate Zor 15 ders s An ibu mn 27 O o, Sant 2 mpo rancis 189 o Ca F ats t ulâ&#x20AC;&#x2122;s Day per f Bo o on pa ge o All S tercolor 2 Brid Venice es, wa rd Jam Edwa d, rt Besnar

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Narrative

il o

Ign a

A Thea te r in Joseph Li Mukden, Man ndon Sm ith, oil on churia canvas

20 Bus Horses in Jerusalem John S. Sargent, watercolor on paper

Urban Mixed-Use Block Urban Institutions Spring 2014

Wedding Berlin, Germany Instructor: Stephen Molloy

BLOCK ZONING

RESIDENTIAL

LIST SHOPPING/ RESIDENTIAL LEISURE SHOPPING/ RESIDENTIAL

| 15 |

Mixed-Use Spaces • Cafés • Bookstores • Boutiques • Bakeries • Studio Spaces

Site Plan

| 16 |

First Floor

| 17 |

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Roof Floor

| 18 |

Apartment Layouts

| 19 |

| 20 |

| 21 |

| 22 |

CO-OP Pilgrim - Wilde Fall 2013 Wellesley, MA

McKay Architects

TAPERED SHINGLE RIDGE 1x3 OVER 1x8 EXTENDED RAKE

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

12 12 Attic Floor

C CONTINUOUS ALUMINUM GUTTERS (PAINTED)

7'-0"

10'-0"

12 7 Second Floor

PAINTED CEDAR SHINGLES (5" TO WEATHER)

12'-0"

10'-0"

1" THICK NEW ENGLAND FIELD STONE VENEER

D 8'-0"

8'-0"

First Floor

12" FIBERGLASS COLUMN

-8'-0"

| 23 |

L 4'-0"MIN.

Basement

1x 3 OVER 1x8 (AZEK WATER TABLE TRIM TYP) 10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

2'-0"

10'-0"

31'-5"

22'-0"

12'-0"

16'-6"

FRA

Stony Hill Road Chatham, MA

4x6 PSL POST

2'-0"

POST UP BEARING WALL

6x6 P

4x6 P

OWNER

POS 10" CONC. FOUNDATION WALL ATOP 12"x 24" CONC. FOOTING

BEA

BLOCK OUT FOR 9' WIDE OVERHEAD DOOR (TYP.)

24'-0"

4" CONCRETE SLAB w/6"x6"x10lb. WELDED WIRE MESH ON 6" COMPACTED GRAVEL BED

4'-9"

BLOCK OUT FOR 9' WIDE OVERHEAD DOOR (TYP.)

BEAM POCKET

6'-0"

4" CONCRETE SLAB w/6"x6"x10lb. WELDED WIRE MESH ON 6" COMPACTED GRAVEL BED

6'-6"

3'-0"

15'-0"

11'-6"

10" CONC. FOUNDATION WALL ATOP 12"x 24" CONC. FOOTING

6'-0"

18'-0"

BEAM POCKET

(3) 12" LVL UNDER

4'-3"

6" BEAM POCKET

BEAM POCKET

3.5" Ø L.C. ATOP 36"x36"x12" DP. P.C. FOOTING (TYP. U.N.O.)

P PO OS ST T U P

6'-0"

REV #

DATE

(3) 14" LVL BEAM UNDER

ISSUANCE

6'-4"

3.5" Ø L.C. ATOP 36"x36"x12" DP. P.C. FOOTING (TYP. U.N.O.)

10" BCI

(6500 1.8)

@ 16" O.C

8'-6"

10" CONC. FOUNDATION WALL ATOP 12"x 24" CONC. FOOTING

6'-0"

(3) 14" LVL UNDER

@ 16" O.C

4'-0 1/2"

(2) 12" LVL

BEAM POCKET 4'-8"

P PO OS ST T U P

30'-0"

PRECAST CONCRETE BULKHEAD

(6500 1.8)

P PO OS ST T U P

Unfinished Basement

10" BCI

4'-0"

6'-0"

BEAM POCKET

(3) 12" LVL

@ 16" O.C

8'-6"

P PO OS ST T U P

10" CONC. FOUNDATION WALL ATOP 12"x 24" CONC. FOOTING

3'-9"

19'-4 1/8"

(6500 1.8)

P PO OS ST T U P

10" BCI BEAM POCKET

23'-0"

10'-4 1/2" BEAM POCKET

BEAM POCKET

S-1.1

Foundation Plan

12'-0"

6'-0"

10" CONC. FOUNDATION WALL ATOP 12"x 24" CONC. FOOTING

These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

3'-6"

4'-7 7/8"

OWNERSHIP & USE OF DOCUMENTS

10'-0"

Scale: 1/4" = 1'-0"

12'-0"

34'-0"

17'-0"

S-1.2

2'-0"

Foundation Plan First Floor Framing Plan Scale: 1/4" = 1'-0" New Residence JOB NO

0002

DATE

368S-1.1 Stony Hill Road Chatham, MA 12.02.13

FRAMING NOTE:

(2) 10" LVL

2" X 10"

PT @ 16"

MLM

A w

POST UP SOLID BLOCKING

CKD BY

1/4" = 1'-0"

4x6 PSL POST

(2) 12" LVL HEADER

MEG

SCALE

6x6 PSL POST

O.C.

(2) 12" LVL HEADER

DWG BY

OWNER

BEARING WALL

4" L LV 4" (2

10'-0"

(2) 16" LVL

(3) 12" LVL HEADER

14" BCI

(2) 14" LVL

(2) 12" LVL HEADER

(60 2.0)

@ 16" O.C

(2) 14" LVL

PO S ST T U P

(2) 10" LVL HEADER

(2) 10" LVL

PO S ST T U P

(2 )1

(2) 10" LVL

PO S ST T U P

(3) 12" LVL HEADER

(3) 10" LVL

R38 SPRAY FOAM INSULATION

(2) 10" LVL

(3) 10" LVL

(2) 10" LVL

PO S ST T U P

LV 4" (2 )1

4" )1 (2

@ 16" O.C

L LV

LV L

(6500 1.8)

(2) 12" LVL UNDER

10" BCI

(2) 12" LVL UNDER

(2) 10" LVL HEADER

(3) 14" LVL FLUSH FRAME

(2) 10" LVL

PO S ST T U P

(2) 10" LVL

ST P PO T U S PO

@ 16" O.C

PO S ST T U P

(2) 12" LVL HEADER

(6500 1.8)

(2) 14" LVL

(2) 16" LVL

PO S ST T U P

RIM JOIST

10" BCI

(3) 10" LVL

(2) 14" LVL

(3) 10" LVL REV #

DATE

(2) 14" LVL

ISSUANCE

(2) (2) 10" LVL HEADER

(3) 14" LVL FLUSH FRAME

(2)

OWNERSHIP & USE OF DOCUMENTS

(2) 12" LVL HEADER

1 S-1.3

Second Floor Framing Plan Scale: 1/4" = 1'-0"

(2) 12" LVL HEADER

1 S-1.4

Second Floor Framing Plan Roof Framing Plan JOB NO

Scale: 1/4" = 1'-0"

0002

DATE 12.02.13 DWG BY

MEG

CKD BY

MLM

S-1.3

(2) 10" LVL

@ 16" O.C

(2) 10" LVL

(6500 1.8)

(2) 10" LVL

10" BCI

| 24 |

New Residence

12'-0"

16'-6"

2'-0"

7'-0"

3'-0"

5/4" X 6" AZEK DECKING

16 4'-0"

4'-0"

OWNER

3'-0"

AZEK RAIL SYSTEM 36" HIGH

12'-0" 5'-0"

22'-0"

7'-0"

368 Stony Hill Road Chatham, MA

8'-0"

Master Bedroom

16'-0"

24'-0"

19'-2 1/4"

8'-0"

21'-0"

(21'-0" X 15'-0")

8'-0"

201

5'-9"

7'-5 1/4"

4'-0" 2'-3"

209

6'-4 1/8"

4'-0 3/8"

3'-0"

S.D.

Bedroom 4

(16'-7 1/2" X 14'-0"

Closet 8

S.D.

15'-3 3/4"

3'-9"

10'-6"

2'-4 1/2"

7'-9"

10'-0"

7'-9"

4'-3"

8'-6"

2'-0"

4'-9"

OWNER

12.02.13

DWG BY

MEG

CKD BY

MLM

9'-1 1/2"

34'-0"

22'-0"

4'-9"

17'-0" 16'-6"

12'-0"

12'-6"

0002 DATE

3'-1"

15'-9"

6'-0"

2'-0"

6'-0"

A-1.1

21'-0"

7'-0"

17'-0"

6'-1 7/8"

9'-1 1/2"

JOB NO 34'-0"

C 9'-7"

SCALE 1/4" = 1'-0"

5/8" TYPE "X" GWB ON WALLS & CEILINGS (R-30 CEILING INSULATION)

2" BLUESTONE LANDING ON PATIO 6" BELOW FINISHED FLOOR

H.D.

2 Car Garage

23'-0"

10'-0"

111

9'-0"

8'-0"

24'-0"

12'-0"

4'-3"

208

C 3'-1"

New Residence

Basement 368 1 Second Floor Plan StonyPlan Hill Road Scale: 1/4" = 1'-0" A-1.3 MA Chatham,

Basement Plan

Bedroom 3

(15'-1 1/2" X 10'-2 1/4")

8 Closet

24'-0"

6'-0"

206

1'-9 3/8"

5'-0"

3'-6"

4'-7 7/8"

Bedroom 2

(15'-1 1/2" X 10'-2 1/4")

3'-6"

3'-0"

6'-0"

15'-0"

S.D.

3'-9"

16'-6"

E C.M.D.

15'-3 3/4"

3'-9 3/4"

8 6"

ATTIC ACCESS (PULL DOWN STAIR)

12'-0"

3'-6"

9'-4 1/4"

5'-3 3/4"

5 4'-1 3/4"

GUARDRAIL @ 36" A.F.F. (TYP)

4'-0 1/2"

3'-6"

2'-10 1/2"

2'-3"

ISSUANCE

S.D. C.M.D.

Closet

14'-2 1/4"

DATE

6'-7 1/2"

5'-10 1/2"

REV #

22'-3"

6'-0"

UP TO GRADE

Bath 207

6'-4 1/4"

HANDRAIL @ 34" (TYP)

-8'-0" 23'-0"

4'-0"

Unfinished Basement 001

6'-4"

Closet 203

72" VANITY

Bench

7'-6 3/4"

8'-6"

EL S.D. C.M.D.

6'-6"

6 9

7'-4 1/2"

3'-9"

OWNERSHIP & USE OF DOCUMENTS

Scale: 1/4" = 1'-0"

6'-0"

7'-6 3/4"

3'-0"

14'-1 1/2"

4'-3"

Master Bath 204

A-1.1

3'-0"

11'-6" 14'-3"

7'-0"

3'-0"

2'-0"

11'-3 3/4" 30'-0"

15'-0"

6'-0"

2'-0"

10'-4 1/2"

3'-0"

Master Vestibule 205

Stair 002

8'-0 3/8"

4'-2 1/4"

18'-0"

10'-9 3/4"

7'-3"

11'-6" 6'-6"

6'-6"

6'-0"

3'-0"

3'-9 3/4"

4'-9"

S.D.

10 Closet 202

2" BLUESTONE LANDING ON PATIO 6" BELOW FINISHED FLOOR

5'-0"

Family Room 107

4'-11 1/2"

GAS FIREPLACE

2'-0"

B 11 4'-3"

6'-4"

6'-5"

6'-4"

4'-3"

8'-6"

6'-0"

Roof 1 Plan First Floor Plan

Roof Plan

Scale: 1/4" = 1'-0"

| 25 |

A-1.2

Scale: 1/4" = 1'-0"

JOB NO 0002 DATE 12.02.13 DWG BY CKD BY

MEG MLM

SCALE 1/4" = 1'-0"

A-1.4

6'-0"

F 5'-0"

Dining 104

Den 102 3'-6"

2'-1 7/8"

16'-6"

6'-0"

1 A-1.4

23'-0"

GAS FIREPLACE

14'-6 1/4"

3'-6"

14'-0 1/4"

2'-6"

8'-0" HIGH CASED OPENING

Foyer 110

6'-0"

C.M.D. 22'-0"

HANDRAIL @ 34" (TYP)

3'-6"

2'-0"

S.D.

C.M.D.

OWNERSHIP & USE OF DOCUMENTS

14'-2 1/4"

5'-10 1/2"

30'-0"

ISSUANCE

2'-1 7/8"

DATE

15'-0"

22'-5 1/4"

C.M.D.

REV #

4'-9"

3 Season Room 106

Kitchen 101

5'-4 1/2"

Stair 105

7'-0"

6'-0"

DW.

36" REF.

14'-6"

11'-6"

1'-9 1/2"

WOOD BURNING FIREPLACE

6'-6"

3'-1 1/4"

2'-0"

4'-3"

Laundry 109 2

15'-6"

14'-3 3/4"

8'-9 3/4"

6'-0"

4'-8"

5'-2 1/4"

7'-3 3/4"

6'-9 3/4"

3'-6 1/4"

1/2 Bath 103

2" BLUESTONE LANDING ON PATIO 6" BELOW FINISHED FLOOR

1'-7 1/4"

4'-3"

Coats

6'-6"

2'-4 1/2"

2'-0"

5'-1 1/2"

3'-3 1/2"

6'-6"

C.M.D.

Mudroom 108

3'-0"

15 S.D.

12 2" BLUESTONE LANDING ON PATIO 6" BELOW FINISHED FLOOR

2'-6"

4'-6 1/2"

1'-11 1/2"

20 MIN. FIRE RATED DOOR AND FRAME

12'-0"

3'-0"

7'-0"

H.D.

10'-0" 34'-0"

2" BLUESTONE LANDING ON PATIO 6" BELOW FINISHED FLOOR

17'-0"

TAPERED SHINGLE RIDGE

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

Attic Floor 22'-0" 1x3 OVER 1x8 EXTENDED RAKE

6'-8"

7'-2"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

6'-8"

10'-0"

1" THICK NEW ENGLAND FIELD STONE VENEER Second Floor 12'-0"

12" FIBERGLASS COLUMN

10'-0"

1x 3 OVER 1x8 (AZEK WATER TABLE TRIM TYP)

8'-0"

8'-6"

8'-0"

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

3'-4"

10'-0"

PAINTED CEDAR SHINGLES (5" TO WEATHER)

First Floor

10'-0"

4'-0"MIN.

2'-0"

1" X 5" AZEK TRIM OVER 3/8 AZEK PANEL

New Residence 368 Stony Hill Road Chatham, MA REV #

DATE

ISSUANCE

OWNER

Basement -8'-0"

TAPERED SHINGLE RIDGE

OWNERSHIP & USE OF DOCUMENTS These drawings and specifications are the property and copyright of McKay Architects and shall not be used in whole or in part, or shall be assigned to a third party without the express written permission of McKay Architects. Contractor to verify all information and dimensions in the field prior to start of construction and is to notify McKay Architects of any discrepancies

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC). AZEK GUARDRAIL SYSTEM

Attic Floor

Left Elevation

1" x 12" 12 12

Scale: 1/4" = 1'-0"

1x3 OVER 1x8 EXTENDED RAKE JOB NO

0002

E I

DATE CONTINUOUS ALUMINUM GUTTERS (PAINTED)

7'-0"

10'-0"

A-2.2

Left Side Elevation

7'-4"

12.02.13 DWG BY

1" THICK NEW ENGLAND FIELD STONE VENEER

MEG

CKD BY

MLM

A-2.2

SCALE

Second Floor

1/4" = 1'-0"

10'-0"

PAINTED CEDAR SHINGLES (5" TO WEATHER)

1x 3 OVER 1x8 (AZEK WATER TABLE TRIM TYP)

8'-0"

10'-0"

New Residence

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

First Floor

368 Stony Hill Road Chatham, MA

10'-0"

4'-0"MIN.

REMOVABLE SCREEN

6" X 6" POST W/ AZEK TRIM

4'-0"MIN.

0'-0"

REV #

DATE

OWNER

ISSUANCE

Basement -8'-0"

TAPERED SHINGLE RIDGE

OWNERSHIP & USE OF DOCUMENTS

ASPHALT SHINGLE ROOF ON 15# BLDG. PAPER (INSTALL ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS, HIPS, VALLEYS, EDGES, ETC).

14 Attic Floor 22'-0"

JOB NO 0002 DATE

6'-8"

CONTINUOUS ALUMINUM GUTTERS (PAINTED)

6'-8"

10'-0"

12.02.13 DWG BY

MEG

CKD BY

MLM

A-2.3

SCALE

Second Floor

1/4" = 1'-0"

12'-0"

PAINTED CEDAR SHINGLES (5" TO WEATHER)

1x 3 OVER 1x8 (AZEK WATER TABLE TRIM TYP)

8'-0"

10" CONC. FOUNDATION WALL W/ 12" X 24" CONC. FOOTING MIN. 4'-0" BELOW FINISH GRADE

First Floor 2'-0"

12" FIBERGLASS COLUMN

4'-0"MIN.

Scale: 1/4" = 1'-0"

1x3 OVER 1x8 EXTENDED RAKE 14

10'-0"

A-2.3

Rear Elevation

10'-0"

1" THICK NEW ENGLAND FIELD STONE VENEER

Basement -8'-0"

REV #

DATE

ISSUANCE

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5 Bordering Buildingsâ&#x20AC;&#x2122; Facades Views Public Circulation Site

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Culinary School Site, Space, & Program Fall 2012 Chinatown - Boston, MA Instructor: Ryan M. Senkier

Solid vs. Void

Public Spaces Void Cooking Rooms

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Basement Floor Plan

First Floor Plan B

UP UP

Second Floor Plan

Third Floor Plan B

A UP

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Section A

Section B

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Elevation

| 31 |

Watch Tower Tectonics Spring 2013

| 32 |

2’-3 1/2” 2’-13/16”

Tectonics Spring 2013

Drainage pipe 0’-1 1/2” Sheathing 0’-3/4” Can’t strip Roof rafter 2x10 Metal tie strap Furring and strapping Gypsum board 0’-5/8”

1’-5 3/4”

3’-6”

Masonry Cavity Wall

Precast concrete coping Drip Flashing Anchor bolt connection Counter-flashing Roof membrane 0’-3/16” Drainage mat 0’-2” Earth 0’-6” Compact gravel 0’-6” Rigid insulation 4” Moisture retention mat

3’-0”

32’-7 11/16”

Solid wood decking 0’-3” 0’-3/4” Plywood & sub-flooring 2x14 Floor joist Metal tie strap Steel lintel Hunter Douglas light shelf Window head Prefabricated window 0’-1/2”

3/4” Finished floor 3/4” Plywood & sub-flooring 2x10 Floor joist Metal tie strap

8’-11 1/4”

7’ 3 1/4”

11 11/16”

Rowlock brick sill Vertical reinforcement bars Mortar joint 0’-1/2” Air cavity 0’-1” Brick veneer 0’-2 1/4”x0’3 1/2” Horizontal reinforcement bars CMU bond beam 0’-8”x0’-7 3/4” Flashing Weep hole Rigid insulation 0’-2”

Foundation wall Drainage mat 0’-1” Footing drain Vapor barrier Steel reinforcement anchor Concrete footing 2’-0”x1’-0” Rigid insulation 0’-2” Compacted gravel 0’-4” Concrete floor slab 0’-6”

1’-0”

0’-8”

With wire mesh

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