Sample Portfolio

Ohanes Arouyan

Work Sample Portfolio Candidate for Bachelor of Architecture

Pier 4

REVISIONS # DATE PATIO WALL

MECH. EQUIPMENT ON SPRING ISOLATORS. SEE MECH. DWGS

DESCRIPTION

01/31/17

ADDENDUM #8

TEL. 617.262.4354

DESIGN ARCHITECT

8"

SHoP ARCHITECTS

4" MAX

EQ

TYP.

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.)

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

2

1 1/2" = 1'-0"

FUTURE PATIO WALL SUPPORT 1 1/2" = 1'-0"

Overall Floor Plans Enlarged Floor Plans Building Elevations Building Sections Elevation, Plan & Section Details Exterior Plan & Section Details Vertical Circulations Interior Drawings Reflected Ceiling Plans Schedules Interior Details & Casework Edge of Slab Drawings

1'-0"

11"

FROM NOSING

TYP.

TISHMAN SPEYER

1 1/2" O.D. NOMINAL STEEL RAIL (TYP.) 125 HIGH STREET BOSTON, MA 02110

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

1 1/2" O.D. NOMINAL STEEL POST @ 5'-0" O.C. MAX. CORE DRILL CONCRETE AND EMBED POST W/ NON-SHRINK GROUT

TEL.

EXECUTIVE ARCHITECT

617.342.7500

CBT ARCHITECTS 110 CANAL STREET BOSTON, MA 02114

4" MAX

TEL.

DESIGN ARCHITECT

HAND RAIL WALL BRACKET (TYP.)

233 BROADWAY 11TH FLOOR NEW YORK, NY 10279 TEL.

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.)

6"

617.262.4354

SHoP ARCHITECTS

1/2" SQUARE STEEL BALUSTERS (TYP.)

CONCRETE LANDING

CORE DRILL CONCRETE AND EMBED POST W/ NON-SHRINK GROUT

7" MAX

QUICK LINKS

Dunnage

-

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

6"

CONCRETE LANDING

A100's A150's A200's A210's A300's A400's A500's A600's A700's A800's A900's AS's

OWNER

HAND RAIL RETURNS

WELDED STL BRACKETS (FAR SIDE)

EQ

CONCRETE LANDING

TEL. 212.889.9005

1 1/2" HOLD

RETURN HANDRAIL TO WALL

233 BROADWAY 11TH FLOOR NEW YORK, NY 10279

MEMBRANE ROOFING ON TAPERED RIGID INSUL.

STRUCTURAL CONCRETE SLAB

4

1/2" SQUARE STEEL BALUSTERS (TYP.)

300 PIER 4 BLVD BOSTON, MA 02110

5" RETURN HANDRAIL TO WALL

QUICK LINKS

CBT ARCHITECTS 110 CANAL STREET BOSTON, MA 02114

MEMBRANE ROOFING BOOT

MIN

10 1/4"

8"

EXECUTIVE ARCHITECT

STEEL MEMBER SEE STRUCTURAL

12" MIN

MEMBRANE ROOFING ON TAPERED RIGID INSUL.

MIN

MEMBRANE ROOFING BOOT

GALV. STL DUNNAGE SEE STRUCT. DWGS

LIQUID TRANSITION MATERIAL TYPICAL

2'-6" VEIFY WITH MECH

LIQUID TRANSITION MATERIAL TYPICAL

HANDRAIL RETURN SEE DETAIL ABOVE

3'-6"

5'-0" TYP

TEL. 617.342.7500

STEEL MEMBER SEE STRUCTURAL

PIER 4 - PHASE III RESIDENTIAL

LINE OF NOSING @ LANDING

5'-0" MAX. POST SPACING

1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

3'-0"

125 HIGH STREET BOSTON, MA 02110

GALV. STL DUNNAGE SEE STRUCT. DWGS

2"

PLAN DETAIL

3'-6"

TISHMAN SPEYER

BRACKET

CLOSURE PLATE

3'-0"

OWNER

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

4" MIN

24"x24"x3/4" EMBED PLATE 5'-0" O.C.

1 1/2" HOLD

3'-0"

300 PIER 4 BLVD BOSTON, MA 02110

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

HANDRAIL

GUARD RAIL

HANDRAIL HT.

Egress stairs within the 3D model were disorganized, and so I was assigned the task to reorganize them. This included redrawing many of the existing drawings, fitting them with new annotations and more views.

PIER 4 - PHASE III RESIDENTIAL

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

3'-0"

10"

WATERPROOFING TO WRAP AROUND POST

DESCRIPTION

01/31/17 ADDENDUM #8

1 PAVERS ON PEDESTALS

DO NOT SCALE FROM THIS DRAWING CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE. ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY.

REVISIONS # DATE

GUARDRAIL HT.

The set of drawings shows pedestal details that superseded the previous iterations, this new set of details were created after the client was concerened about the pedestals tearing the waterproofing membrane under the pedestals.

Therefor a new spec sheet was made and drawings were updated with different pedestals from another supplier.

1

Pier 4 Stair Egress Details

DO NOT SCALE FROM THIS DRAWING CONTRACTOR TO CHECK ALL DIMENSIONS ON SITE. ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY.

NOTES

NOTES

Pier 4 Roof Pedestial Detail

6"

6" MAX OPENING BETWEEN BOTTOM RAIL AND TREAD

A100's A150's A200's A210's A300's A400's A500's A600's A700's A800's A900's AS's

-

212.889.9005

Overall Floor Plans Enlarged Floor Plans Building Elevations Building Sections Elevation, Plan & Section Details Exterior Plan & Section Details Vertical Circulations Interior Drawings Reflected Ceiling Plans Schedules Interior Details & Casework Edge of Slab Drawings

KEY PLAN KEY PLAN

2'-0".

9

CL

6

GUARD RAIL ELEVATION @ TOP LANDING 1" = 1'-0"

3

WALL HANDRAIL @TOP LANDING 1" = 1'-0"

SECTION @ TOP LANDING 1" = 1'-0"

N PIE R

PIE

R

4 PLA CE

4 PLA

CE

N

SITE DIAGRAM

SITE DIAGRAM

5'-0" O.C. MAX

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

6"

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

STAINLESS STEEL ROTATING D-RING ANCHOR 6-5/8".

TOP OF ROOF

LINE OF NOSING @ LANDING

PAVER PEDESTALS 1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

3" MIN.

8" GALVANIZED STEEL PIER W/ BASE PLATE

1 1/2" O.D. NOMINAL STEEL POST @ 5'-0" O.C. MAX.

STAINLESS STEEL STUDS W/ NUTS, LOCK WASHERS AND EPOXY

SE E ST RU CT .

6" MAX OPENING BETWEEN BOTTOM RAIL AND TREAD

CONCRETE STAIR

3'-6"

CORE DRILL CONCRETE AND EMBED POST W/ NON-SHRINK GROUT

1/2" SQUARE STEEL BALUSTERS (TYP.)

4" MIN

7" MAX

WELD SHIM

TOP CONC

4" MAX

1/2" SQUARE STEEL BALUSTERS (TYP.)

CONCRETE LANDING

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.) 6" MAX OPENING BETWEEN BOTTOM RAIL AND TREAD

STANCHIONS SIDE ATTACHED TO CONCRETE

STEEL PLATE 6" MAX OPENING BETWEEN BOTTOM RAIL AND TREAD

6"

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.)

RIGID INSULATION

1 1/2" O.D. NOMINAL STEEL POST @ 5'-0" O.C. MAX.

4" MAX

3'-0"

11" TYP. 4" MIN

7" MAX

FLASHING

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.)

CLOSE OFF BOTTOM OF POST (TYP.)

CONCRETE SLAB

ELEVATION

8 EQ

ELEVATION

PLAN

5

GUARD RAIL MOUNTING DETAIL 1 1/2" = 1'-0"

SECTION

2

GUARD RAIL ELEVATION AND SECTION 1" = 1'-0"

SECTION @ INTERMEDIATE LANDING 1" = 1'-0"

EQ

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

BRACKET

HANDRAIL

EQ

ROOFING PAVERS ON PEDESTALS

1 1/2" HOLD

6'-0" TYP.

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

1/2" SQUARE STEEL BALUSTERS (TYP.)

LEVELLING SHIM

VERIFY EXACT ROOF HEIGHT FROM LOW ROOF TO TOP OF HIGH ROOF

1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

3'-0"

TYP.

5"

1 1/2"

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

1 1/2" O.D. NOMINAL STEEL POST @ 5'-0" O.C. MAX.

11"

ROOFING BY OTHERS

SEE PLAN FOR STRUCTURAL STEEL TUBE LOCATIONS (2 PER LADDER)

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

SPACE EQUALY

ROOFING PAVERS ON PEDESTALS

RAIL BRACKETS

DOWN

TYP.

FIN. FLOOR

1'-0"

3'-6"

11"

CORE DRILL CONCRETE AND EMBED POST W/ NON-SHRINK GROUT

6" MAX OPENING BETWEEN BOTTOM RAIL AND TREAD

BASE OF RISER

ROOF DETAILS

SEAL

HANDRAIL RETURN SEE DETAIL ABOVE

11"

CONFORMED SET PIER 4 PHASE III

FIN. FLOOR

BOSTON, MA

STAIR DETAILS CONCRETE

3

ROOF LADDER ELEVATIONS 3" = 1'-0"

1

FALL ARREST ANCHOR PLAN AND SECTION DETAIL 3" = 1'-0"

SCALE As indicated

PROJECT # 147133.01

DATE ISSUED 02/22/2017

A430

2/23/2017 11:00:59 AM

1

SCALE As indicated

10

CONCRETE STAIRWELL PLAN 1" = 1'-0"

7

SECTION THROUGH STAIRWELL 1" = 1'-0"

4

WALL HANDRAIL @ BOTTOM LANDING 1" = 1'-0"

1

GUARD RAIL @ BOTTOM LANDING 1" = 1'-0"

PROJECT # 147133.01

DATE ISSUED 02/22/2017

A504

1/24/2017 9:25:44 AM

AR C

FROM NOSING

STATUS

8"

TYP.

4" MAX

1'-0"

JOB

11" TREADS

RISERS SHALL BE UNIFORM ON ANY GIVEN FLIGHT.

11"

3'-0"

LANDING CORE DRILL CONCRETE AND EMBED POST W/ NON-SHRINK GROUT

11"

3'-0"

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.) HANDRAIL WALL BRACKET (TYP.)

TREADS SHALL BE UNIFORM WIDTH ON ANY GIVEN FLIGHT. 11" NOSING TO NOSING

1/2" SQUARE STEEL BALUSTERS (TYP.)

EG RE SS

1 1/2" O.D. NOMINAL STEEL POST @ 5'-0" O.C. MAX.

1/2" SQUARE STEEL BALUSTERS (TYP.)

4" MIN

4" EQ

1 1/2" O.D. NOMINAL STEEL POST @ 5'-0" O.C. MAX.

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

HANDRAILS SHALL EXTEND 23" BEYOND THE BOTTOM RISER, UNLESS A SAFETY HAZARD IS CREATED OR SPACE DOES NOT PERMIT (SEE STAIR PLANS)

3'-0"

1 1/2" O.D. NOMINAL WALL MOUNTED HANDRAIL (SEE DTL.)

1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

1/2" SQUARE STEEL BALUSTERS (TYP.)

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

1 1/2" O.D. NOMINAL BOTTOM RAIL (TYP.)

1'-0"

1 1/2"

4" EQ

C AR SS RE EG

TOP ROOF MEMBRANE TITLE

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

TITLE

NOSING LINE

5"

1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

1 1/2" O.D. NOMINAL WALL MOUNTED HANDRAIL (SEE DTL.)

4" MIN

PIER 4 PHASE III BOSTON, MA

11"

WELDED STL BRACKETS

7" MAX

JOB

CONFORMED SET

11" TREADS

1 1/2"

STATUS

EQ 5 1/2"

UP

1"

1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

7" MAX

SEE PLAN

EGRESS MEASUREMENT

SEAL

8" GALVANIZED STEEL PIER W/ BASE PLATE

WELD TO VERT. POST

1'-0 1/4"

3'-0"

11"

NOSING LINE

CL

PLAN DETAIL

3'-6"

STAINLESS STEEL ROTATING D-RING ANCHOR

GUARD RAIL

RETURN TO WALL WITH 1/4" CLEARANCE

5" BASE OF RISER

3

STAIR NOSING/TREAD FINISH OPTIONS 6" = 1'-0"

2

Pier 4 Railing Detail STAIR WIDTH SEE PLAN

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

EGRESS GATE- PLAN AND ELEVATION

Pier 4 Railing Detail 1" = 1'-0"

NOTE: MAKE ALL STEEL HAND- AND GUARDRAIL CONNECTIONS SMOOTH AND CONTINUOUS. PAINT ALL STEEL U.O.N.

F.R.T. WOOD BLOCKING AT DRYWALL PARTITION

FIN. WALL (AS SCHEDULED)

SEAL

CLOSURE PLATE

WALL MTD. DOOR STOP

1 1/2" 1/4" MAX

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.) TO RETURN TO WALL AT ENDS

HOLD

PLAN 1 1/2" O.D. NOMINAL STEEL RAIL (TYP.)

1/2" DIA. STEEL BRACKET 3 1/2" STEEL FLANGE

HSS 2 1/2" X 1 1/2" W/(2) 1/4" MOUNTING PLATES ANCHORED TO WALL

1 1/2" O.D. NOMINAL HANDRAIL, (TYP.)

F.R.T. WOOD BLOCKING @ DRYWALL PARTITION

PLAN

SECTION

STATUS

2'-4"

CONFORMED PIER 4 PHASE III

HANDRAIL (PTD.)

CORE DRILL CONCRETE AND EMBED POST W/ NON-SHRINK GROUT

FASTENER

ELEVATION

1

EGRESS GATE- PLAN AND ELEVATION 1" = 1'-0"

NOTE: MAKE ALL STEEL HAND- AND

STAIR DETA CONCRETE

WALL BRACKET

ELEVATION

2

BOSTON, MA

1 1/2" DIA GATE TITLE

2'-8"

GATE HEIGHT

SELF-CLOSING GATE HINGE

1 1/2" X 1/4" STRIKE PLATE SHOP WELD TO GATE (PROVIDE RUBBER SILENCER)

JOB

1 1/2" HOLD

WALL MOUNTED HANDRAIL DETAIL 3" = 1'-0"

SCALE As indicated

PROJECT # 147133.01

A5

EXECUTIVE ARCHITECT

Pier 4 Tread Detail Nosing and tread finish options are given to the contractor to show the types of treads that will be determined.

CBT ARCHITECTS

Rendering Adjustments

110 CANAL STREET BOSTON, MA 02114 TEL.

SOLID ABRASIVE NOSING

PHOTO LUMINESCENT MARKING WHERE INDICATED

DESIGN ARCHITECT

617.262.4354

SHoP ARCHITECTS 233 BROADWAY 11TH FLOOR NEW YORK, NY 10279

NON-SLIP CONCRETE FINISH

TEL.

These rendering went through a process of brightness adjustments, and fine tuning of color.

212.889.9005

QUICK LINKS

2-PIECE ALUM. STAIR NOSING INSERT

CAST INSERT

PHOTO LUMINESCENT MARKING WHERE INDICATED

RESILIENT TREAD/NOSING

A100's A150's A200's A210's A300's A400's A500's A600's A700's A800's A900's AS's

-

Overall Floor Plans Enlarged Floor Plans Building Elevations Building Sections Elevation, Plan & Section Details Exterior Plan & Section Details Vertical Circulations Interior Drawings Reflected Ceiling Plans Schedules Interior Details & Casework Edge of Slab Drawings

KEY PLAN

1/4" RADIUS

RESILIENT TREAD & RISER

PIE R4

PL AC E

N

NON-SLIP CONCRETE FINISH

SITE DIAGRAM

1/4" RADIUS

PLAIN/EXPOSED

Here is an example of transitioning the daytime rendering to a night render.

3

STAIR NOSING/TREAD FINISH OPTIONS 6" = 1'-0"

NOTE: MAKE ALL STEEL HAND- AND

Model Shop

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Type: Multifamily Client: 480 Rutherford LLC Location: Boston, MA

Mass+Main Central Square Redevelopment

Type: Multifamily, Retail & Dining Client: Twining Properties & Normandy Real Estate Partners Location: Cambridge, MA

Cambridge Crossing Master Plan

Type: Multifamily, Office Client, DivcoWest, The HYM Investment Group, LLC Location: Cambridge, MA

Natixis Investment Managers(Stair Mockup) Type: Office Client: Natixis Invetment Managers Location: Boston, MA

Masdar

Type: Multifamily Location: Masdar City, Abu Dhabi, UAE