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As with any renovation, a set of plans were

needed to show the existing elements of the

building that were to be demolished and replaced;

all interior walls and stairs were removed. This

brownstone was being converted to single

bedroom apartments, one of which was ADA

accessible. There is one apartment per floor

and each unit has its own kitchen and bathroom.

01

02

03

TABLE|OF|CONTENTS

A R T | D E S I G N | A R C H I T E C T U R E

BROWNSTONE

WELLNESS

FRAMING

RENOVATION

CENTER

& DETAILS

01 RENOVATIONBROWNSTONE

construction

dRAWINGS

The Brownstone Renovation required that a

coordinated set of construction drawings be

produced for a brownstone triplex located at

159 Underhill Avenue in Brooklyn, New York.

The intent of this project was to not only

engage students in generating a set of

computer-aided documents, but to also

analyze the importance of construction

drawings in the Architecture field.

NYCCT

ARCH 2300

Drawing III

AutoCad

Profes.

J. Raymond

Project:

Brownstone

Renovation159 UNDER

As with any renovation, a set of plans were

needed to show the existing elements of the

building that were to be demolished and replaced;

all interior walls and stairs were removed. This

brownstone was being converted to single

bedroom apartments, one of which was ADA

accessible. There is one apartment per floor

and each unit has its own kitchen and bathroom.

HILL159 UNDERHILL

SLOPE OF ROOF

1:12

4 STORY BLDG.

43'-01 2" HT.

EXIST. CONCRETE SIDEWALK

UNDERHILL AVENUE

GRASS

CONC. PAVERS

?

?

?

?

SLOPE OF ROOF

1:12

?

?

EXIST. REAR YARD

EXIST. SHED

TO BE DEMO'ED

159 UNDERHILL AVENUE

BROOKLYN, NY 11238

R-68 DISTRICT

BLOCK: 1166

LOT: 11

PAR

K PL

ACE

EXIST. CONCRETE

SIDEWALK

UNDERHILL AVENUE

TO PARK PLACE

SCOPE PROJECT:

GUT RENOVATION CONVERSION OF

THREE-FAMILY ROW HOUSE TO FOUR-FAMILY

ARCHITECTURE

Both the floor plans and elevations represent the proposed details for the interior and exterior spaces.

? ?

RENOVATIONBROWNSTONE construction

drawings

159 UNDERNYCCTARCH 2300Drawing IIIAutoCadProfes.J. Raymond

Project:BrownstoneRenovation

159 UNDERHILLBROWNSTONE|RENOVATION

UP

UP

DN

EXPOSED BRICK WALL

CELLAR

LIVING ROOM

KITCHEN

BATHRM

CLOSET

BEDROOM

CORRIDOR HALLWAY

CL

EXPOSED BRICK WALL

LIVING ROOM

BEDROOM

KITCHEN

BATHROOM

CLOSET

VESTIBULE

EXPOSED BRICK WALL

CORRIDOR

ENTRY

STORAGECONC. WALL 2' ABOVESTREET LEVEL

ADA COMPLIANT RAMP HAND RAIL

CL

UP

DN

UP

DN

DNCL

BEDROOM

VESTIBULE

CORRIDORCLOSET

KITCHEN

LIVING ROOM

BATHRM

UP

BROWNSTONE|RENOVATION

01NYCCTARCH 2300ArchitecturalDesign IIIAutCadProfes.S. Smith

Project:WellnessCenter

02WELLNES

CENTER

The project first began as sinple dimensions, taking on the form of squares and rectangles.These shapes then were arranged

following a selected form of symmetry, e.g. central, radial, andlinear, but still needed to emphasize strong cirulation.

This project is based on central design with some influence from radial form as well. The idea was to

create a building that revolved around its circulation elements in the heart

of the structure.

The Wellness Center is a structure designed using a building program. Students were to obey the given dimensions for each room type to mature their abilities to conceive and develop design concepts while incorporating elements of structure, material and technology. This project consisted

of creating pragmaticarrangement thatdemonstrated bothfunction & circulation.

fr

am

ing

WELLNESS

CENTER

Although the Welliness Center mimics a set of geometric shapes stacked on one another, its plan somewhat “cranks” to avoid the typical box construction. There are only two floors and every room takes a certain shape. Regardless if the building maintained its “squares and rectangles” nature, the direction of each room differentiates fom the next. This leads to the formation of several cantilevers.

NYCCTARCH 2300Drawing IIIAutoCadProfes.J. Raymond

Project:BrownstoneRenovation

WELLNESS

CENTER

WELLNESS|CENTERS

A R C H I T E C T U R E

& D

ETA

ILS

fr

am

ing

NYCCT AutoCad Project:ARCH 4740 Profes. WellnessCons. Tech W. Edwards Center& Existing Bldgs.

EXISTING STAIR #5 ELEVATORSHAFT

ELEVATORMACHINE ROOM

VP.

RD

.

VP.

VP.

VP.

VP.

VP.

VP.

VP.

RD

.

RD

.

RD

.

RD

.

RD

.

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP

HP HP

HP

NOTE:DEMOLISH ENTIRE ROOF DOWN TO THE EXPOSEDCONCRETE SLAB

HP

HP

NEW L5

NEW L5

NEW L5

NEW OPENING IN EXISTINGMASONRY FOR NEW 2' - 2" Wx 3' - 2" HIGH FOR TOILET

NEW 4 12" CONCRETESLAB ON GRADE

EXISTING 8" REINFORCEDCMU WALL

NEW L4

NEW L5

20" THICK CONCRETEEXTERIOR WALL

L2

L2

L2L2

L2

L2L2

1' - 4"W CONCRETE FOOTING

FILL CHIMNEY OPENINGWITH GROUT

NEW L3

NEW L3

NEW L3

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

2 - 3

X 1

2

2 - 3 x 12

W12

x 2

2

W12 x 22

W12 x 22

EXISTING STAIR CASEOPENING

NEW BP BRIDGING @ 6' O.C.

W12

x 2

2

2 - 3 x 12

2 - 3

x 1

2

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

NEW L3

NEW L3

NEW L3


SEAL EXISTING MASONRYOPENING.REMOVE EXISTING SEAL - PROVIDEBRICK & C.H.U. INFILL - TYP. DETAILS

FRAMINGAn architect’s ability to produce construction

docments such as framing plans and building details

expresses his or her understanding of building

technology. For this project, students were required to use a set of

construction drawings for two existing buildings in

New York to produce framing plans. The first

drawing is a roof drainage plan for 250 Powers Street

in Brooklyn, New York of which indicates the slopes

in the building’s roofing and the direction of which water will be drained.

NEW L4

NEW L4

NEW L4



NEW BP

NEW L4 NEW L4

NEW L4

NEW L4

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

W12

x 2

2

W12 x 22

W12 x 22

W12 x 22

NEW L4

W12

x 2

2

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

BRIDGING @ 6' O.C.NEW OPENING IN EXISTING MASONRYFOR NEW 2' - 2"W x 3' - 2"H WINDOWAT TOILET


NEW BP

The following plan is one of several framing plans for 1869 Amsterdam Avenue in Manhattan, New York. It diagrams the CMU bearing walls, footings and lintels installed. The remaining three drawings are framing plan’s for the structures five floors; the first floor stands alone, the second and fourth floors share the same plan with the third and fifth floors following the same layout.Each plan indicates the use of wooden joists and steel pocket beam construction, which are new elements added to the building.

NEW L4

NEW L4

NEW L4



NEW BP

NEW L4 NEW L4

NEW L4

NEW L4

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

W12

x 2

2

W12 x 22

W12 x 22

W12 x 22

NEW L4

W12

x 2

2

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

NE

W 3

x 1

2 W

OO

D J

OIS

T16

" O.C

.

BRIDGING @ 6' O.C.NEW OPENING IN EXISTING MASONRYFOR NEW 2' - 2"W x 3' - 2"H WINDOWAT TOILET


NEW BP

EXISTING BRICK MASONRYWALL OF ADJACENT BUILDING

VAPOR RETARDER

2" MIN. TAPEREDRIGID INSULATION

CANT STRIPWITH 4" MIN. FACE

BASE FLASHING

2 PLY ROOFING MEMBRANE

EXISTING 8" BRICKMASONRY PARAPET

CONTINUOUS CLEATWITH SEALANT

1 12" SCREWS (2 PER CLEAT FACE

ANCHOR BOLT

CONTINUOUS WOLMANIZEDLUMBER BLOCKER

NOTES1. DEOMLISH ENTIRE ROOF DOWN TO THE EXPOSEDCONCRETE SLAB AND PARAPET WALL.2. NEW ROOFING SHALL BE TAPERED 14" PER 1' - 0."

ROOF INSULATION

VAPOR BARRIER

58" GYPSUM WHITE BOARD

34" EXTERIOR

PLYWOOD

FLEXIBLE BELLOWSWITH METAL FLANGES

CAP FLASHING

CONTINUOUS REGLET FLASHING CUT INTOEXISTING MASONRY AT FACE BRICK

CONTINUOUS 1" x 4" GELTWOOD NAILER

EXISTING 12" BRICKMASONRY WALL

NEW 4 12" CONCRETE FLOORSLAB WITH 1 12" - 18 GA. METAL DECK

12" EXPANSION JOINT

12" x 4 12" x 4 12" POUR STOP

NEW STEEL BEAM W12 x 40

12" x 4" x 12" BEARING PLATE

1" MIN. SELF LEVELING ADHESIVE GROUT

2 EXPANSION BOLTS 12" MIN.EMBEDDED INTO EXISTING MASONRY

NOTES1. PROVIDE NEW BEAM POCKET FOR STEEL BEAM. AN OPENING SHALL BECUT INTO EXISTING MASONRY WALL.2. STEEL BEAM POCKET OPENING MUST BE FILLED WITH FILLER MATERIAL TYPE 'X.'

BASE FLASHING

2 PLY ROOFINGMEMBRANE

CONTINUOUS CAPFLASHING WITH DRIP

CONTINUOUS REGLET FLASHINGCUT INTO EXISTING MASONRY

VAPOR RETARDER



EXISTING 6" REINFORCEDCONCRETE ROOF SLAB

NOTES1. DEMOLISH ENTIRE ROOF DOWN TO THE EXPOSED CONCRETE SLAB.2. NEW ROOFING SHALL BE TAPERED 1

4" PER 1' - 0."

STAIRWELL

INSULATION

34" PLYWOOD

2 LAYERS OF 5 8" GWB TYPE 'X'EACH SIDE OVER 4" - 20 GA.METAL STUDS @ 12" O.C. -MAX - 2HR CORRIDOR WALLTYP.

58" GWB CEILING

WOOD LEDGER

4 12" CONCRETE OVER 1 12" METAL DECK18 GA.

NEW W10 x 22 STEEL BEAM

STAIRWAYPUBLIC HALL

NEW 3 x 10 WOOD JOIST

RUNNER CHANNEL

Each detail required the demolition and replacement of the existing roo�ng.

DETAILS

FRAMINGBASE FLASHING

2 PLY ROOFINGMEMBRANE

CAP FLASHINGWITH DRIP

DOOR THRESHOLD

WEATHER STRIPPING

NEW STEEL DOOR AND FRAME

VAPOR RETARDER



EXISTING 6" REINFORCEDCONCRETE ROOF SLAB

NOTES1. DEOMLISH ENTIRE ROOF DOWN TO THE EXPOSED CONCRETE SLAB..2. NEW ROOFING SHALL BE TAPERED 14" PER 1' - 0."3. PROVIDE NEW DOOR, DOOR FRAMING AND THRESHOLD AT STAIR BULKHEAD.

EXISTING 12" BRICKMASONRY WALL

STAIR

FRAMING|DETAILS

A R C H I T E C T U R E

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