Architecture Work Samples J. Vincent Qian
RFK Bridge Toll Plaza
Design Firm: HNTB, B Thayer Associates Design Team: Jong Baek, Adam Anzzolin, Belisario Barchi Randall’s Island, NY, NY Main Platform: Revit 2013, 3DS Max Role: Toll Plaza Visulization, Toll Booth design and detailing, Toll Plaza Design Development, Construction Documents Production, Multidisciplinary Coordination
16 '-
0"
A4
0"
LANE 101
16 '-
A5
1 A-446
2
1 A-402
LANE 105
17 '
B2
-6 "
LANE 107
B3
2 A-446
EXISTING SERVICE BUILDING FOR WALKWAY CONNECTOR RCP
TOLL UTILITY BUILDING ITEM 900 003.01 WALKWAY CONNECTOR ITEM 900 002.01
B
REVERSIBLE REVERSIBLE LANE 111 LANE 113
REVERSIBLE LANE 115
1 A-412
REFER TO 1/A-455 FOR ENLARGED REFLECTED CEILING PLAN OF THE TOLL UTILITY BUILDING
LANE 109
17 '
B4
-0 " 1
03 '
17 '-0 "
B5
0"
AN D
TU
17 '-
B6
0" 17 '-
C
6"
N
-0 "
3
LANE 110
16 '-
C3
1 A-426
0"
LANE 108
1 6 '88 0" '0"
C4 C5
16 '-
0"
LANE 106
REVERSIBLE REVERSIBLE LANE 117 REVERSIBLE LANE 119 LANE 121
C2
16 '
REVERSIBLE REVERSIBLE REVERSIBLE REVERSIBLE LANE 120 LANE 118 LANE 116 LANE 114 REVERSIBLE LANE 112 0"
1 A-416
17 '-
REVERSIBLE LANE 122
FOR WALKWAY CONNECTOR RCP
0"
LANE 103
16 '-
B
1
GE ID
19 3 3
N N EL
3
BRONX PLAZA/STRUCTURE REHABILITATION AT THE RFK BRIDGE
Triborough Bridge and Tunnel Authority
OVERALL PLAN - ROADWAY LEVEL RCP SCALE: 1/16" = 1'-0"
I
1 A-460
16 ' -0 "
A3
AA
AA
BB/JB
2
TR
3
0"
A2
16 '-
1 A-406
1 A-407
DRAWN BY DESIGNED BY CHECKED BY
AS NOTED
Y
1
REFER TO 1/A-460 FOR ENLARGED REFLECTED CEILING PLAN OF THE STAIR AND PLAN OF STAIR BOTTOM WEST STAIR TO ELEVATED WALKWAY ITEM 900 002.01
2
A
A1
ELEVATED WALKWAY SUPPORT LOCATION ITEM 900 001.01
2.5
1
1 A-302
APP'D.
SCALE:
IT
2 A-301
1 A-303
DATE
9' - 0 "
D
C
A
DESCRIPTION
1
x;"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION."
REV.
CD Drawing Sample REV.F
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B
5:00 PM 01-16-2014
RFK TOLL PLAZA.RVT
D
0"
8'
LANE 104
C
16 '-
C6
-0 "
DRAWING TITLE
1 A-422
LANE 102
RK-65A
4
4
1
CANOPY METAL MESH W/ STRUCTURE ITEM 900 004.01
PSC-11-2865
OF
0
MARCH 2014
SHEET
A-102
REVISION NO.
DATE
DRAWING NO.
CONTRACT NO.
ELEVATED WALKWAY SUPPORT ITEM 900 001.01
EAST STAIR TO ELEVATED WALKWAY ITEM 900 002.01
REFER TO 1/A-460 FOR ENLARGED REFLECTED CEILING PLAN OF THE STAIR AND PLAN OF STAIR BOTTOM
CANOPY REMOVABLE CEILING PANEL ITEM 900 004.01
D
A-301
ELEVATED WALKWAY COMPOSITE METAL PANEL ITEM 900 001.01
LANE SIGNAGE, TYP
4
OVERALL TOLL PLAZA - ROADWAY LEVEL RCP PROJECT NO.
D
C
B
A
AUTH O R
ROOFTOP HVAC; REFER TO AM DWGS
1 A-501
2
ROOFTOP DUCTWORK; REFER TO AM DWGS CANOPY ROOFING SYSTEM
1
3
CANOPY
3
ITEM 900 004.01 2.5
CANOPY
2
OPP SIM
OPP SIM
4
35' - 7"
TOP OF PARAPET
TOP OF STEEL ROOF 33' - 1"
CANOPY METAL MESH AND STRUCTURE ITEM 900 004.01
BOTTOM OF STEEL 19' - 8"
TOP OF STEEL 23' - 1"
POLYCARBONATE PANEL WALL SYSTEM
OPP SIM
OPP SIM
3 A-501
2 A-501
1 A-501
4 A-501
ITEM 900 004.01
CANOPY METAL MESH
CONCRETE BARRIER; REFER TO C AND S DWGS TOLL ISLAND; REFER TO C AND S DWGS
N N EL
PROJECT NO.
RK-65A
ROADWAY; REFER TO C AND S DWGS
4
AREA A-TYPICAL CANOPY SECTION @ TOLL BOOTH
DRAWING TITLE
SMART CUSHION; REFER TO C AND S DWGS
TOLL EQUIPMENT IN CANOPY BY TBTA-TOLLS
COMPOSITE METAL PANEL TYPE 1
CANOPY REMOVABLE CEILING PANEL ITEM 900 004.01
COMPOSITE METAL PANEL TYPE 1
1 A-655
ITEM 900 001.01
ITEM 900 004.01 2 A-470
EJ-TYPE I, ITEM 900 005.01 CANOPY REMOVABLE CEILING PANEL ITEM 900 004.01 AREA FOR MOUNTING TOLL EQUIPMENT
TU
3
BRONX PLAZA/STRUCTURE REHABILITATION AT THE RFK BRIDGE
Triborough Bridge and Tunnel Authority
MECHANICAL DUCT WORK REFER TO AM DWGS
AN D
19 3 3
GE ID
I
2 A-501
3 A-501
ELECTRICAL WIREWAY; REFER TO E DWGS
TOLL BOOTH UTILITY SHAFT ITEM 900 005.01 CONDUIT, REFER TO E DWGS
AA
BB/JB
BB/JT
TYPICAL CANOPY SECTION AT TOLL BOTH SCALE: 3/8" = 1'-0"
TOLL BOOTH ITEM 900 005.01
CANOPY SUPPORT COLUMN; REFER TO AS DWGS
1 1 A-101
DRAWN BY DESIGNED BY CHECKED BY
TR
1
4 A-501
APP'D.
ITEM 900 004.01
CANOPY METAL MESH
DATE
2
Y
CANOPY METAL MESH AND STRUCTURE
MAIN CANOPY TRUSS STRUCTURE REFER TO AS DWGS
TOLL EQUIPMENT ON ISLAND BY TBTA-TOLLS
DESCRIPTION
SCALE:
AS NOTED
IT
D
C
A
REV.
1
x;"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION."
REV.F
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RFK TOLL PLAZA.RVT
HP OF ROADWAY 0' - 0"
PSC-11-2865
OF
0
MARCH 2014
SHEET
A-406
CONTRACT NO.
DRAWING NO.
DATE
REVISION NO.
D
C
B
A
AUTH O R
1
2
3
4 SHEET SPECIFIC NOTES: 1. ALL INFORMATION ILLUSTRATED ON THIS SHEET INCLUDING THE UTILITY SHAFT REFERS TO ITEM 900 005.01 UNLESS OTHERWISE NOTED. 2. THE FOLLOWING SYMBOL
1 2
2
A-655
2
A-656
A-657
1
CURVED PORTION
2/A-652
A-655
OF PANEL LANE NUMBER INDICATOR TYP
ON SHEETS A-653 TO A-657 ARE FOR
3. FOR ALL TOLL BOOTHS, THE TOP OF CURB FOLLOWS THE SLOPE & PROFILE OF THE ROADWAY; THE TOP OF CURB IS A CONSTANT DIMENSION FROM THE TOP OF ROADWAY. REFER TO CIVIL DWGS FOR MORE INFORMATION. 4. REFER TO ARCHITECTURAL SPECIFICATION FOR COMPOSITE SS PANEL TYPES.
TOP OF BOOTH
A-660
13' - 0 1/2" TOP OF STL
13' - 0 1/2" TOP OF STL
12' - 10"
12' - 10" COMPOSITE SS PANEL SYSTEM REVEAL, TYP
STRUCTURAL STL FRAME BEHIND, REFER TO AS DWGS TOP OF STL
TOP OF STL
11' - 4" COMPOSITE SS PANEL SYSTEM TYPE 1 SIM.
11
HORIZONTAL MULLION, CURVED
SIM.
11
A-658
11' - 4"
COMPOSITE SS PANEL SYSTEM REVEAL, TYP
ROOF OUTLINE BEYOND
11
CURVED COMPOSITE SS PANEL TYPE 1
A-658
A-658
C
1' - 11 1/2"
2' - 5 3/4"
D
SIM.
1
2/A-652
TOP OF BOOTH
A-659
?/A-???
REFERENCING THE TOLL BOOTH DRAWINGS ONLY.
1
A-656
TOLL BOOTH UTILITY SHAFT
ROOF OUTLINE BEYOND
D
A-657
1
COMPOSITE SS PANEL SYSTEM TYPE 2
LANE NUMBER INDICATOR, TYP
C
1' - 9 7/8"
TOP OF STL
ALIGN
9' - 1 1/2"
2
6
A-658
CCTV CAMERA, LOCATION TO BE FIELD VERIFIED; REFER TO E DWGS
A-660
1/A-651
SIM.
SIM.
11
11
A-658
1
GE ID
AN D
TU
U GH
RO
O B I
5:00 PM
TR
RFK TOLL PLAZA.RVT
Y
19 3 3
IT
SCALE:
AUTH O R
AA
EL
x;"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION."
BB/JB
N
B
R
VQ
DESIGNED BY CHECKED BY
CONTRACT NO.
ENLARGED TOLL BOOTH ELEVATIONS 1
1
2
3
1
2
3
0
SHEET SPECIFIC NOTES: 1. ALL INFORMATION ILLUSTRATED ON THIS SHEET REFERS TO ITEM 900 005.01 UNLESS OTHERWISE NOTED.
A3 1
A-655
A-656
OF
MARCH 2014
4
1
1
SHEET
4
1
1
2. FOR TOLL BOOTH ANCHOR LOCATION, REFER TO AS-571; GC VERIFIES THE INSTALLATION OF ANCHORS ON SITE.
A-656
A-657
SS COMPOSITE METAL PANEL EDGE BELOW
A-657
PSC-11-2865
A-653
REVISION NO.
RK-65A
A3
A-655
DRAWING NO.
DATE PROJECT NO.
2 1
A
HP OF ROADWAY @ CENTERLINE OF TOLL BOOTH
DRAWING TITLE
Triborough Bridge and Tunnel Authority BRONX PLAZA/STRUCTURE REHABILITATION AT THE RFK BRIDGE
AS NOTED
A-653 A-663
TOLL BOOTH FRONT ELEVATION SCALE: 1" = 1'-0"
1 A-651
N
APP'D.
9"
2
TOLL BOOTH PASS THRU WINDW ELEVATION SCALE: 1" = 1'-0"
DRAWN BY
DATE
REV.F
EL: 0' - 0"
A-659
1 A-426
TOLL ISLAND BOTTOM OF TOLL BOOTH
EL: 0' - 0" 4
OF PANEL
A-660
BOTTOM OF TOLL BOOTH 1' - 0"
CURVED PORTION
DESCRIPTION
TOP OF CONCRETE BASE CURB @ TOLL BOOTH
SIM.
2
2/A-651
A
01-16-2014
CURVED COMPOSITE SS PANEL TYPE 1
WALL SPEAKER; REFER TO E DWGS
SIM.
A-658
2/A-651
REV.
3' - 2" WALL SPEAKER; REFER TO E DWGS
CAR $7.50
1' - 1"
3' - 0"
11 A-658
TOP OF STL
3' - 2"
$ 7.50 PER CAR
ALIGN
SURFACE APPLIED SIGNAGE, TYPE 2
A-660
TOP OF STL
ALIGN
4" 3' - 5"
CAR $7.50
CCTV CAMERA, LOCATION TO BE FIELD VERIFIED; REFER TO E DWGS
SIM.
4
A-658
A-659
B
CURVED GLAZING PANEL
SIM.
11
3
SURFACE APPLIED SIGNAGE, TYPE 3
SURFACE APPLIED SIGNAGE, TYPE 3
1/A-652
2' - 3"
1/A-651
SURFACE APPLIED SIGNAGE, TYPE 2
ADDITIONAL SOLAR PROTECTED AREA
A-658
4"
1/A-652
OPP
11
SIM.
11 A-658
HORIZONTAL MULLION, CURVED
1' - 0"
1
TRANSACTION WINDOW
4' - 5 1/8"
ALIGN
COMPOSITE SS PANEL SYSTEM TYPE 2
SIM.
STRUCTURAL STL FRAME BEHIND, REFER TO AS DWGS
SIM.
3 A-660
7' - 11 1/2"
2' - 6 3/4"
ADDITIONAL SOLAR PROTECTED AREA
5' - 2"
SURFACE APPLIED SIGNAGE, TYPE 1
B
TOP OF STL
A-659
13' - 0 1/2"
CURVED GLAZING PANEL
D
D
SS COMPOSITE METAL PANEL EDGE BELOW
CURVED GLAZING PANEL MINERAL-WOOL BLANKET INSULATION ADJUSTABLE VERTICAL BLINDS W/ BOTTOM AND TOP TRACK, TYP
2 2
6"
A-662
1
1' - 9"
7 5/8"
TB1
1
4' - 0" R R
1' - 11"
CCTV CAMERA REFER TO E DWGS
SLIDING COUNTER
9 8 A-658
9 A-658
2 A-657
TB1 2' - 9"
1' - 6 1/4"
INTERCOM PANEL WITHIN COUNTERTOP, CONFIRM LOCATION WITH TBTA
8
CHAIR TYPE 1; REFER TO SPECIFICATIONS
9
WATER COOLER; REFER TO SPECIFICATIONS
3' - 4 7/8"
5' - 0"
6"
TOLL ISLAND BELOW
11 A-658
5 7/8"
C FACE OF STL
SIM.
STRUCTURAL STEEL FRAME; REFER TO AS DWGS
METAL STUD INFILL FRAMING 11 A-658
2
SIM. 11 A-658
FACE OF STL
SIM.
A-656
GARBAGE CAN 3 A-662
SS COMPOSITE METAL PANEL SYSTEM
STRUCTURAL COLUMN; REFER TO AS DWGS
CENTER OF STL 2 A-657
FACE OF STL
B
1' - 7 1/2"
10 A-658
4' - 7 3/4" 6"
TOLL BOOTH DOOR ACCESS
2 A-655
SIM.
11 A-658
FOR ATTACHEMNT OF COMPOSITE METAL PANEL SYSTEM, METAL STUD INFILL FRAMING TO FOLLW DIAGONAL REVEALS, TYP
2' - 6"
1
A
1' - 1 1/4"
11 1/2" 1' - 2"
2' - 7 3/4"
7 A-658
FACE OF STL
CONDUIT ROUTING
1
CENTER OF MULLION
7
STRUCTURAL COLUMN; REFER TO AS DWGS
"
STRUCTURAL STL FRAME REFER TO AS DWGS
SS GROMMET FOR CABLE WIRING AND CONNECTIONS TO JBC, JBP AND EQUIPMENT ON COUNTERTOP
ANCHOR LOCATION, TYP
A-662
3 A-658
1' - 1 3/4"
2' - 10 1/4"
METAL STUD INFILL FRAMING
6
COMM.
6 3/4" 4"
SS COMPOSITE METAL PANEL SYSTEM
5 4' -
CENTER OF STL
POWER OUTLET; REFER TO E DWGS
A-656
4"
" -2
TRANSACTION WINDOW AND FRAME
A-654
5
POWER
2
0' -
0'
FACE OF STL
MINERAL-WOOL BLANKET INSULATION
EGRESS ACCESS WINDOW AND FRAME
8
SPEAKER BELOW; REFER TO E DWGS
B
2" 1/
1' - 6 1/2"
A-653
R
-6
3' - 4 3/8"
2' - 10"
13' - 0 7/8"
6 A-660
0'
CASH CHANGE POCKET DEPRESSION
2' - 7 3/4"
CENTER OF MULLION
TIME STAMP MACHINE BY TBTA-TOLLS
4
OF BOOTH AROUND COLUMN
A-655
3
CENTER OF MULLION
OF BOOTH AROUND THE COLUMN
2 A-658
RECEIPT PRINTER BY TBTA-TOLLS
PANELS FRAMED AFTER INSUTALLTION
PAYMENT POINT OF TOLL BOOTH
TOUCHSCREEN MONITOR BY TBTA-TOLLS
2
PANELS FRAMED AFTER INSTALLATION
C
TB3
7
4
1
1 1/4"
2' - 2"
WALL MICROPHONE; REFER TO E DWGS
3
2' - 2"
2
1
UL RATED TOLL BOOTH JBC AND JBP ENCLOSURE BELOW COUNTER REFER TO E DWGS LOCATION OF REVEAL VARIES; REFER TO ELEVATION ON A-653 & A-654
1' - 7 7/8"
1' - 11"
SS COUNTERTOP
13' - 0 7/8"
CENTER OF MULLION
1' - 7 7/8"
SIM.
VARIES
5
11 A-658
2' - 2"
5
SIM.
11 A-658
EMERGENCY FOOT PEDAL LOCATION BELOW
6
" 1/2
6
EXTENTS OF VERTICAL BLINDS
VARIES
2' - 6"
'-4 R2
1 A-658
2' - 10"
TB2
FIRE EXTINGUISHER CABINET W/ FE
TOLL ISLAND BELOW
A
TOLL BOOTH POWER PANEL REFER TO E DWGS
2
2
ENLARGED TOLL BOOTH PLAN SCALE: 1" = 1'-0" DRAWN BY
2 A-431
R
AN D
TU
1
SCALE:
U GH
RO
O
AA
B
5:00 PM
RFK TOLL PLAZA.RVT
01-16-2014
BB/JB
I
REV.F
DESIGNED BY CHECKED BY
TR
x;"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION."
APP'D.
19 3 3
Y
DATE
AUTH O R
DESCRIPTION
EL
REV.
N
B
GE ID
N
VQ
IT
2 A-431
A3.1
A3.1
A-654
1
2
CONTRACT NO.
DRAWING TITLE
Triborough Bridge and Tunnel Authority
ENLARGED TOLL BOOTH PLANS 1
DRAWING NO.
PSC-11-2865
A-651 SHEET
BRONX PLAZA/STRUCTURE REHABILITATION AT THE RFK BRIDGE
AS NOTED
ENLARGED TOLL BOOTH LOWER PLAN SCALE: 1" = 1'-0"
3
DATE PROJECT NO.
REVISION NO.
RK-65A
4
OF
MARCH 2014
0
N N EL
I
2
KICKED STUD
MINERAL WOOL INSULATION
TR
1
VARIES
TOP OF STL 12' - 10"
Y
CURVED STL FRAME REFER TO AS DWGS
METAL FLASHING ROOF MEMBRANE ROOF BASE SHEET
IT
D CURVED STL FRAME REFER TO AS DWGS CURVED CEILING SIDE-BAR
3 3/4"
2 1/4"
3
EXTERIOR SHEATHING FLUID APPLIED AIR BARRIER CURVED COMPOSITE SS PANEL SUPPORT CLIP W/ SCREWS CURVED BENT PLATE BOTTOM OF STL 9' - 1 1/2" BOTTOM OF STL GASKET W/ WEEP HOLES CURVED METAL FLASHING CENTER OF MULLION
LINEAR SLOT CEILING DIFFUSER
PERFORATED CEILING PANEL
4
SHEET SPECIFIC NOTES: 1. ALL INFORMATION ILLUSTRATED ON THIS SHEET REFERS TO ITEM 900 005.01 UNLESS OTHERWISE NOTED.
1 3/4"
4
COMPOSITE SS PANEL
TOP OF STL
VARIES GASKET W/ WEEP HOLES
METAL FLASHING CENTER OF MULLION
2" OVERLAP
CENTER OF MULLION
2' - 9"
TOP OF STL
METAL FLASHING
FLUID APPLIED AIR BARRIER
EXTERIOR SHEATHING
FACE OF STL
GASKET, TYP
OF
0
MARCH 2014
SHEET
A-660
CONTRACT NO.
DRAWING NO.
REVISION NO.
DATE
PSC-11-2865
FLUID APPLIED AIR BARRIER EXTERIOR SHEATHING METAL FLASHING COMPOSITE SS PANEL
FACE OF STL; REFER TO AS DWGS
CENTER OF MULLION
TOLL BOOTH PASS THRU WINDOW PLAN DETAIL SCALE: 3" = 1'-0"
1 1/4"
1 1/4"
3 3/4"
TOLL BOOTH PASS THRU WINDOW SECTION DETAIL SCALE: 3" = 1'-0"
A-660
6
2. INSIDE FACE OF METAL STUD TO ALIGN WITH STEEL TUBE.
FACE OF STL; REFER TO AS DWGS
5"
WOOLPILE SEALS
CLEAR PVC WOOLPILE HOLDER
DRAFT SEAL
1 A-651
6
2 A-656
7
SELF ADHESIVE WOOLPILE SEAL
CLEAR ACRYLIC LIFT BLOCK
MOVABLE PANEL KEYED LOCK ALUMINUM WEIGHT BOX CENTER OF MULLION
COUNTER WEIGHT WOOLPILE SEALS FIX PANEL ABOVE
PROJECT NO.
RK-65A
ENLARGED TOLL BOOTH DETAILS 3
DRAWING TITLE
VARIES
CURVED BENT PLATE FASTENED TO STL FRAME
TU
2' - 6 1/4" 2 1/2" FIXED PORTION
2' - 5"
SUPPORT CLIP W/ SCREWS
AN D
3
2' - 3"
KICKED STUD
PERFORATED METAL CEILING PANEL
GE ID
19 3 3
Triborough Bridge and Tunnel Authority
TOLL BOOTH CURVED MULLION SILL DETAIL SCALE: 3" = 1'-0"
EXTERIOR SHEATHING
FLUID APPLIED AIR BARRIER
CURVED BENT PLATE
3' - 2" GASKET, TYP CURVED COMPOSITE SS PANEL METAL FLASHING PANEL ATTACHMENT CLIP
TOP OF STL
CENTER OF MULLION
CURVED GLASS
TOLL BOOTH CURVED MULLION HEAD DETIAL SCALE: 3" = 1'-0"
CURVED HEAD MULLION
3 2 A-653
SUPPORT ANGLE FOR COUNTER TOP CURVED STL FRAME REFER TO AS DWGS SUPPORT CLIP W/ SCREWS KICKED STUD
4 2 A-653
1/4"
BRONX PLAZA/STRUCTURE REHABILITATION AT THE RFK BRIDGE
1/4"
1/4"
COVER BOARD
SLOPE, 1/4" PER FOOT
EXTERIOR SHEATHING FLUID APPLIED AIR BARRIER
TOP OF STL
CURVED COMPOSITE SS PANEL 11' - 4"
SS COUNTER TOP
SEALANT
CURVED HORIZONTAL MULLION
MINERAL WOOL INSULATION
5 1/4" 1 1/4"
TAPERED INSULATION, 1/4" MIN.
RIGID ROOF INSULATION 2" MIN. 1 1/2" MTL DECK
TOLL BOOTH PARAPET DETAIL 1 SCALE: 3" = 1'-0"
KICKED STUD MINERAL WOOL INSULATION EXTERIOR SHEATHING FLUID APPLIED AIR BARRIER CURVED COMPOSITE SS PANEL SUPPORT CLIP W/ SCREWS CURVED BENT PLATE
0' - 0"
BOTTOM OF TOLL BOOTH
AA
BB/JB
VQ DESIGNED BY
DRAWN BY
CHECKED BY
1/4"
1 2 A-653
CURVED STL FRAME REFER TO AS DWGS
APP'D.
2
2 7/8" 1 1/2"
1/2"GASKET
DATE
TOLL BOOTH CURVED BASE DETAIL SCALE: 3" = 1'-0"
CUSHION FLOOR MATT
2 2 A-653
DESCRIPTION
SCALE:
AS NOTED
1 3/4"1 1/4"
2 1/2" 3 1/2"
1" 3 1/2" 2" 0' R
C
A
REV.
1
x;"IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION."
REV.F
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RFK TOLL PLAZA.RVT
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B
A
AUTH O R
LA Metro Subway Stations
Design Firm: HNTB
Design Team: Jong Baek, Robert Pappochia, Luke Bridle Los Angeles, CA Main Platform: Revit 2014, 3DS Max Role: Station Visualizing, Material Studies, Construction Document, Multidisciplinary Coordination
A
A-6301
1
D C B A
DATE
11/21/14 6/13/14 4/18/14 2/07/14
2 20' - 0"
80' - 10"
3
TRACK DAMPER SOUTH 1 EMERGENCY VENTILATION SHAFT / OTE PLENUM SOUTH O.T.E DAMPER SOUTH 1
25' - 0"
3.9 20' - 0"
5' - 8"
2' - 0"
5
13' - 3"
C110 D1 P4
EQUIP PAD EQUIP PAD
FD FD
EQUIP PAD EQUIP PAD
EQUIP PAD
25' - 0"
12' x 11'-6" EQUIPMENT ACCESS PANEL 1
17' - 5"
6
F.H.C SEE 1/AS-017
P4 C111 D1
EQUIP PAD
FD
P3
EQUIP PAD
BATTERY ROOM C111
EQUIP PAD P4
P4
AUX POWER W/ TRANSFORMERS SOUTH C110
A
A
A-6308
25' - 0"
C110 D2
EQUIP PAD
EQUIP PAD
EQUIP PAD
P4
18' - 3"
A-6304
EQUIP PAD
5' - 6"
21' - 8"
C112 D1
FD
10' - 6"
P3 EQUIP PAD EQUIP PAD
EQUIP PAD
38' - 0"
3' - 6"
FD
P3
P3
8
41' - 3 3/4"
1
24' - 7"
P3
BATTERY ROOM C113
P3 19' - 2"
ESCALATOR NO. 5
STAIR NO. 3
A-6205
P107 D9
FD
P3
P3
2' - 8"
P3
DN
P3 P3
1
16'
10
KEY PLAN
9
18' - 11"
AIR EXHAUST RISER
C108 D1
A
A-6113
1
3 WALL MOUNTED MAP CASES, SEE 1/AS-028
ESCALATOR CONTROL PANEL
10
AIR EXHAUST RISER
STA
PAID AREA C117 TRASH RECEPTACLE, TYP SEE 4/AS-025
P107 D17
18
C
D
CONTRACT NO
C0988
DRAWING NO
1/8" = 1'-0"
A-6113
SCALE
SHEET NO
A
A.6
B
A.8
B.4
C
D
REV
PACKAGE C.4 READINESS FOR CONSTRUCTION SUBMITTAL NOT FOR CONSTRUCTION
CRENSHAW/LAX TRANSIT CORRIDOR PROJECT
CRENSHAW / VERNON STATION CONCOURSE LEVEL PLAN - 1 OF 3
8'
5' - 1 1/4"
EMERGENCY EXIT STAIR SOUTH 2
OUTLINE OF CONC WALL ABOVE
OUTLINE OF STAIR ABOVE
C115
P3
MOSAIC/TILE ARTWORK. DESIGN BY METRO. COORDINATE WITH METRO ART, TYP
P3
P3
3' - 10 3/4"
1/8" = 1'-0"
0'
4'
CONCOURSE LEVEL PLAN
FD
TRAIN CONTROL & COMMUNICATIONS (TC & C) C112 FD
P107 D3
P3
19' - 3"
1
A-6210
F.A.I SHAFT OPENING ABOVE
TRENCH DRAIN
HNTB Corporation
PROJECT MANAGER
601 West 5th Street, Suite 1000 Los Angeles, CA 90071
MATCH LINE SEE DWG 1 / A-6114
7
120' - 2 3/4"
VESTIBULE 2 C108
EQUIP PAD P4 EQUIP PAD
EXHAUST SHAFT OPENING ABOVE
EQUIP PAD
MECH ROOM C114 EQUIP PAD
EQUIP PAD
WALSH-SHEA CORRIDOR CONSTRUCTORS 1777 Oakland Blvd. Walnut Creek, CA 94596 SUBMITTED
LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY
EMERGENCY VENTILATION SHAFT / EQUIPMENT ACCESS SOUTH C107
EMERGENCY EXIT CORRIDOR SOUTH
12' x 11'-6" EQUIPMENT ACCESS PANEL 2
C109
6' - 5"
4
1' - 10"
A
A-6303
FD
5' - 0"
P4
C109 D1
2' - 3"
5' - 0"
CLEAR
C101
P3 FD
4' - 5"
TUNNEL VENT PLENUM SOUTH 1 C104
VESTIBULE 1 C105 DN
TUNNEL VENT PLENUM SOUTH 2 C106
DESIGNED BY
ET CLARK
JV QIAN
DRAWN BY CHECKED BY
JH BAEK
IN CHARGE
11/21/14
RA PAPPOCHIA DATE
25' - 5 1/4"
25' - 5 1/4"
4' - 10"
FD EQUIPMENT PAD
P3 C103 EMERGENCY EXIT STAIR SOUTH 1
1
A-6208
DESCRIPTION
RFC SUBMITTAL INTERIM DESIGN PROGRESS REVIEW DESIGN CONFIRMATION REVISION B DESIGN CONFIRMATION
FD
EQUIPMENT PAD
SEAL HOLDER
2' - 2"
7' - 1" 11' - 10 1/2" 31' - 11"
ALIGN
FD
EMERGENCY FAN ROOM SOUTH FD C102
ALIGN
EXPIRES
TRACK DAMPER SOUTH 2
O.T.E DAMPER SOUTH 2
10' x 10' EQUIPMENT ACCESS PANEL 1
3' - 0" REG NO
4' - 1" 4' - 0 1/2"
25' - 0"
APP
1' - 7 1/4" 7' - 2 3/4"
8' - 10"
C101 D1
BY
EQUIPMENT ACCESS HATCH SOUTH
REV
3' - 0"
SB TRK
NB TRK
THE PREPARATION OF THIS DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.
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50' - 10 1/2"
3' - 2"
5' - 4"
4' - 8"
6' - 9"
10' - 8 1/4" 14' - 8" 9' - 4"
19' - 4" 5' - 8" 5' - 0" 20' - 10 1/2"
2' - 0" 2' - 0"
1' - 5" 1' - 5"
21' - 5 1/4" 8' - 0" 21' - 5 1/4"
CD Drawing Sample
THE PREPARATION OF THIS DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.
D C B A
DATE
11/21/14 6/13/14 4/18/14 2/07/14
E
BY
A
A-6305
REG NO
INTERMEDIATE LANDING C144
APP
EXPIRES
PC
CEILING
SEAL HOLDER
22' - 0"
PB
STATION ENTRANCE S101
DESCRIPTION
22' - 0"
RFC SUBMITTAL INTERIM DESIGN PROGRESS REVIEW DESIGN CONFIRMATION REVISION B DESIGN CONFIRMATION
PA
DESIGNED BY
ET CLARK
KZ YORDANOV
DRAWN BY
CHECKED BY
JH BAEK
IN CHARGE
11/21/14
9' - 0 7/8"
RA PAPPOCHIA DATE
D PAVILION ENTRANCE & CANOPY ENTRANCE PORTAL ROLL UP GRILLE
40' - 9 1/4"
AIR EXHAUST SHAFT
VESTIBULE 3 C133
LEAN CONCRETE FILL F.A.I PLENUM
TRASH ROOM C139
C.1
SIM
STAFF SECURITY ROOM C130
STAFF / SECURITY ROOM WINDOW THICKENED WALL FOR F.H.C EDGE LIGHT, SEE 2/AS-021
2
A-G-570
PORCELAIN ENAMEL STEEL ARTWORK. DESIGN BY METRO. COORDINATE WITH METRO ART, TYP
C 1' - 6"
25' - 5 1/4"
B
A-G-020
ELEV MACHINE ROOM 1 C118
NB TRACK
5' - 10 1/2" 4' - 6 3/4"
B.4
SIM
SUBMITTED
1' - 7 1/4" 8' - 10"
A
A-6302
ELEV 4
B
30' - 0"
A.8 7' - 2 3/4"
ELEV 3
PLATFORM WIDTH
A.6 25' - 5 1/4"
A
A-6212
0'
5' - 9"
SB TRACK
4'
A
4' - 6 3/4" 5' - 10 1/2"
SPRINKLER VALVE ROOM 1 C116
PROJECT MANAGER
601 West 5th Street, Suite 1000 Los Angeles, CA 90071
HNTB Corporation
LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY
WALSH-SHEA CORRIDOR CONSTRUCTORS 1777 Oakland Blvd. Walnut Creek, CA 94596
1/8" = 1'-0"
8'
CEILING
O.T.E PLENUM
PLAZA LEVEL 135.00
T.O.ROOF 121.58
INTERMEDIATE LANDING 119.58
CONCOURSE LEVEL 103.13
PLATFORM LEVEL 82.75 TOP OF RAIL 79.50
T.O. INVERT SLAB 77.92
B.O. INVERT SLAB 75.08
A
A-6306
CONTRACT NO
C0988
DRAWING NO
1/8" = 1'-0"
A-6306
SCALE
SHEET NO
D
REV
PACKAGE C.4 READINESS FOR CONSTRUCTION SUBMITTAL NOT FOR CONSTRUCTION
CRENSHAW/LAX TRANSIT CORRIDOR PROJECT
CRENSHAW / VERNON STATION TRANSVERSE SECTION 4 OF 5
16'
TRANSVERSE SECTION
ELEVATOR RAM CASINGS
1 1/2" MAX FINISH
BETWEEN CAR BARRIER, TYP
LRT VEHICLE DYNAMIC ENVELOPE
O.C.S
13' - 5"
2' - 0"
16' - 5 1/2"
20' - 4 1/2"
3' - 3"
1' - 7"
2' - 10"
GLASS ARTWORK. DESIGNS BY METRO. COORDINATE WITH METRO ART, TYP
REV
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4' - 0"
INTERMEDIATE LANDING C144
CEILING
CEILING
DATE
11/21/14 6/13/14 2/07/14
5
1
APP
SIM
A-G-034
A-G-034
BY
REG NO
GRANITE FINISH SEE 5/AS-004
L.W.P
SEAL HOLDER
13T = 12' - 10 3/8"
DESCRIPTION
A
A-G-030
12T = 11' - 10 1/2"
VENT OPNG
1/4" = 1'-0"
ET CLARK
DATE
11/21/14
RA PAPPOCHIA
IN CHARGE
JH BAEK
CHECKED BY
KZ YORDANOV
DRAWN BY
DESIGNED BY
1/4" = 1'-0"
ENLARGED SECTION ESCALATOR NO. 1 (ESC. NO. 2, SIM.)
U.W.P
ENLARGED SECTION STAIR NO. 1
3' - 11 7/8"
26' - 8 3/8"
RFC SUBMITTAL INTERIM DESIGN PROGRESS REVIEW DESIGN CONFIRMATION
2' - 10"
VENT OPNG
A
A-6203
A-G-034
4
VENT OPNG
16' - 11 1/2"
B
SIM
D
D
STATION ENTRANCE S101
STATION ENTRANCE S101
WALSH-SHEA CORRIDOR CONSTRUCTORS
EMERGENCY EXIT / ACCESS DOOR PLAZA LEVEL 135.00
T.O.ROOF 121.58
INTERMEDIATE LANDING 119.58
PLAZA LEVEL 135.00
T.O.ROOF 121.58 INTERMEDIATE LANDING 119.58
SUBMITTED
1/4" = 1'-0"
5' - 8"
U.W.P
L.W.P
ESC NO. 2
FD
0'
4'
UP
UP
23' - 0"
11' - 8"
A
CONT SLOPED GRANITE RUNNEL
HANDRAIL SEE A-G-063
UP
UP
13
HANDRAIL SEE A-G-063
A-6203
1
FLOOR MOUNTED HANDRAIL SEE A-G-063
STAIR NO. 1
8'
B
5' - 8"
U.W.P
ESC NO. 1
L.W.P
FD
D
STAINLESS STEEL EDGE STRIP, TYP
ESCALATOR PIT DRAIN BELOW
CONTRACT NO
C0988
DRAWING NO
1/4" = 1'-0"
A-6203
SCALE
SHEET NO
C
REV
PACKAGE C.4 READINESS FOR CONSTRUCTION SUBMITTAL NOT FOR CONSTRUCTION
CRENSHAW/LAX TRANSIT CORRIDOR PROJECT
CRENSHAW / VERNON STATION ENLARGED PLANS & SECTIONS - STAIR NO. 1 ESCALATORS NO. 1 & 2
2'
ENLARGED PLAN - STAIR NO. 1 / ESC. NO. 1 & 2
PROJECT MANAGER
601 West 5th Street, Suite 1000 Los Angeles, CA 90071
HNTB Corporation
LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY
A-6203
7' - 5"
13 RISERS
3' - 4 1/2"
1777 Oakland Blvd. Walnut Creek, CA 94596
1' - 0"
2' - 0"
13' - 11 1/2"
12T = 11' - 10 3/8"
3' - 11 7/8"
13T = 12' - 10 1/4"
16' - 11 5/8" 26' - 8 3/8" 10' - 1 5/8"
8' - 0"
14 RISERS 15' - 5"
HANDRAIL SEE A-G-063
10' - 1 5/8"
EXPIRES
30.00째
C B A
ESCALATOR PIT DRAIN SEE PLUMBING DWGS
REV
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INTERMEDIATE LANDING C144
THE PREPARATION OF THIS DRAWING HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL TRANSIT ADMINISTRATION (FTA), UNDER THE FEDERAL TRANSIT ACT OF 1964, AS AMENDED, AND IN PART BY THE TAXES OF THE CITIZENS OF LOS ANGELES COUNTY AND OF THE STATE OF CALIFORNIA.
2' - 10"
Urban vertical School K-12 Educational facility Mong Kok, Kowloon, Hong Kong
This is a one-year-long research-design master’s project. The first half of the year, each student did research and study about the project they chose and develop the supporting background of the project in a master’s preparation course. And the second half of the year, students design and develop the solutions for their projects as studio projects. The idea of this k-12 education project is to provide breathing space for students in Hong Kong who live in cramped and crowded old residential environment to increase their study, excise and social experience. elevated “open pocket”
student social stairs
outdoor performance center
young students playground
breathing space circulation/ indoor opening
office classroom cafeteria gymnasium library support
Filter Island Sports Complex
Research Center+Community Hub Lake Michigan, Chicago, IL
This studio addresses the issue of contemporary public space and public natural resources through the twinning of infrastructure and a complex community-based program on a water-based site. Design a landscape to slow and filter polluted water flowing between the Chicago River and Lake Michigan; and, each architect student design a building with a dual program: a Community Hub which in this case is sports complex and Research Center for the study of invasive species.
public library
community pool
exterior view
Bronzeville Food Access
Restaurant and Community Center Bronzeville, Chicago, IL
The Bronzeville food access and community center is designed to provide healthy food and spritual life(music) for the neighborhood. Also by creating art/history center in the building to try to preserve the deep culture of Bronzeville. Form Development
Education
Community
History/ Food Edu Restaurant/ Performance
South Elevation
10 ft
West Elevation
133 N 6th St Apt 1 Brooklyn, NY 11249
J. Vincent Qian
vincentqianjian@gmail.com 312-752-7165
Objective:
To obtain an junior position at an architecture firm where I can effectively utilize my creative and engineering skills, and great team work abilities as I engage myself in challenging design process.
Computer Skills:
• Revit • Autodesk CAD • 3ds Max • Rhino + Vray • Sketchup Pro + Vray • Ecotect
• MicroStation • Vasari • Climate Consultant • Navisworks • Deisgn Review • Tekla BIM
• Adobe Creative Suite • Microsoft Office Suite • Microsoft Movie Maker • LBNL Therm 6 and window 6
Language Skills:
• English, Mandarin, Cantonese, and Shanghainese
Other Skills:
• Architecture Modeling, Rapid Prototyping, Laser Cutting, 3D Printing, Freehand Drawing, Graphic Design
Education:
Illinois Institute of Technology, Chicago, IL Degree: Master of Architecture Zhejiang University, Hangzhou, Zhejiang, P.R. China Degree: Bachelor of Civil Engineering
05/2013 06/2010
Experience: HNTB Corporation, New York, NY - Architectural Designer 02/2014-Current Los Angeles Metro, LA Light Rail Station Design, Los Angeles, CA • Responsible for construction documents and coordination for LA Metro underground Light Rail Stations. NYCT, Subway Stations Renovation/Flood Mitigation, New York, NY • Worked on construction documents and construction administration for station flood door design and renovation. TBTA, RFK Bridge Toll Plaza, New York, NY • Worked on design, construction documents, detailing and visualization for RFK Toll Plaza utility building and toll booth. B. Thayer Associates, Woodbury, NY - Junior Architect 10/2013-02/2014 TBTA, RFK Bridge Toll Plaza, New York, NY • Responsible for design and construction documents for RFK Toll Plaza Utility Building, and CDs and visualization for toll booth design. New Century Design & Construction, New York, NY - Junior Architect 07/2013-09/2013 Various Residential and Commercial Renovation Projects • Responsible for CD drawings, zoning study and DOB filing. Levy Restaurants, Chicago, IL - Environmental Designer 06/2013-07/2013 Sports Stadiums Food Service redesign • Responsible for 3D renderings, floor plans, and elevations for various Food & Beverage concepts. Turner + DeCelles Architects, Chicago, IL - Project Coordination / Marketing Assistant 02/2012-07/2013 • Responsible for contacting and coordinating with public and private sector clients in China, coordinating project teaming with sub-consultants and associated firms, and translating documents from English to Chinese. Ningbo Eastern Architecture Design Company, Ningbo, Zhejiang, P.R. China - Intern 01/2009-02/2009 •Responsible for assisting in lab testing of materials and structure, preparing technical papers, translating documents from English to Chinese.
Awards/Activities: • Bronze awards for scientific research (group), Zhejiang University • Team Innovation Scholarship, Zhejiang University City College • Bronze award, the 6th Structural Design Competition, Zhejiang University City College • Practice Education Scholarship, Zhejiang University City College • Bronze award (group), 9th Zhejiang University Structural, Zhejiang University City College • Second award, Team Science Competition, Zhejiang University City College
06/2009 03/2009 11/2008 11/2008 11/2008 06/2008