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
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